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[转载]【麻繁家制衣教程】裤原型的制作
(2013-08-28 20:26:25)
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原文地址:【麻繁家制衣教程】裤原型的制作作者:麻繁家
大家都问一个
关于松量的问题。我这里用的松量不是定死的，由大家自己根据
情况决定。一般来说加放0-1CM是紧
身的款式，2-4CM是合身的款式，4-8CM是较
宽松的款式，运动型的可以加放8CM以上。
这款原型男女老少适用。不过在加放上会有所区别。女性在臀围的加放上一般
都会小一些，因为
女生喜欢穿较贴身的裤子。男性老人小孩在臀围的加放上就要大
一些。这就会让图的样子有所不同，但是
所运用的公式是一样的。
首先讲一下公式的计算。在我的博客里所有的公式中的字母，比如W,H，
都是
已经放量了的数据。如下图:
e reduced depth of 50%;
in turn diminished after 50% until 50cm. If
the core recovery flow from the hole bottom
hole flushing method
flushing; fractured
flushing method should the DLT5148-2001 Appendix
a.
(3) inspection of Grouting holes should be
carried out according to
DLT5148-2001 Appendix
a water pressure test, ... (1) of the same
geologic bedrock Grouting must first complete
consolidation grouting and
curtain Grouting
inspected before. (2) in the areas that need
filling
from the rock surface, in front of the
grout clean up leakage or leakage
should be fractured, and the removal of
loose rocks, so that plugging.
(3) filling in
the case of concrete cover, should be built of
concrete
pipe embedded in grout, grout is
required in the corresponding position
of
strength design of concrete at 50%. Use grout
without cover should be
approved by the
supervisor. (4) with lift irrigation area of
observation
equipment, to be lifted observing
apparatus is completed, and test
requirements
before completing the filling and Grouting
operations can
be carried out. Fractured
washing, water pressure test and Grout shall
be lifted in the course of construction
monitoring results shall be
submitted to the
supervisor, uplift
下面开始讲解裤原型的制图。首先我们可以养成一个好习惯，画图先确定衣长
裤长等长度。
2ll be lifted in the course of construction
monitoring results shall
be submitted to the
supervisor, upliftefore completing the filling and
Grouting operations can be carried out.
Fractured washing, water
pressure test and
Grout shaents bsor. (4) with lift irrigation area
of
observation equipment, to be lifted
observing apparatus is completed,
and test
requiremn the corresponding position of strength
design of
concrete at 50%. Use grout without
cover should be approved by the
superviired io that plugging. (3)
filling in the case of concrete cover,
should
be built of concrete pipe embedded in grout, grout
is requom the
rock surface, in front of the
grout clean up leakage or leakage should
be
fractured, and the removal of loose rocks, sand
curtain Grouting
inspected before. (2) in the
areas that need filling fr 2001 Appendix a
water pressure test, ... (1) of the same
geologic bedrock Grouting must
first complete
consolidation grouting-ing holes should be carried
out
according to DLT51482001 Appendix a. (3)
inspection of Grout-method
flushing; fractured
flushing method should the DLT5148 e reduced depth
of 50%; in turn diminished after 50% until
50cm. If the core recovery
flow from the hole
bottom hole flushing
档深是一个比较难确定的数值。这里使用公
式H4+1，是用于普遍的情况。但
是有一些特殊体型使用这个会不合适。比如瘦高的人，他们腰长，但
是臀围并不
大，用公式长得出来的数不大，他们穿起来会不合适。这个时候可以用量体的方法
把
档深量出来，用量出来的值画图就可以了
ervation equipment,
to be lifted observing apparatus is completed,
and test requirements before completing the
filling and Grdesign of
concrete at 50%. Use
grout without cover should be approved by the
supervisor. (4) with lift irrigation area of
obs engthof concrete cover,
should be built of
concrete pipe embedded in grout, grout is required
in
the corresponding position of str ut clean
up leakage or leakage should
be fractured, and
the removal of loose rocks, so that plugging. (3)
filling in the caseand curtain Grouting
inspected before. (2) in the
areas that need
filling from the rock surface, in front of the gro
2001
Appendix a water pressure test, ... (1)
of the same geologic bedrock
Grouting must
first complete consolidation grouting-g to
DLT51482001
Appendix a. (3) inspection of
Grouting holes should be carried out
accordin-
ing; fractured flushing method should the
DLT5148th of 50%; in
turn diminished after 50%
until 50cm. If the core recovery flow from the
hole bottom hole flushing method flushe
reduced dep3on monitoring
results shall be
submitted to the supervisor, upliftg operations
can be
carried out. Fractured washing, water
pressure test and Grout shall be
lifted in the
course of constructioutin
4ll be
lifted in the course of construction monitoring
results shall
be submitted to the supervisor,
upliftefore completing the filling and
Grouting operations can be carried out.
Fractured washing, water
pressure test and
Grout shaents bsor. (4) with lift irrigation area
of
observation equipment, to be lifted
observing apparatus is completed,
and test
requiremn the corresponding position of strength
design of
concrete at 50%. Use grout without
cover should be approved by the
superviired io
that plugging. (3) filling in the case of concrete
cover,
should be built of concrete pipe
embedded in grout, grout is requom the
rock
surface, in front of the grout clean up leakage or
leakage should
be fractured, and the removal
of loose rocks, sand curtain Grouting
inspected before. (2) in the areas that need
filling fr 2001 Appendix a
water pressure
test, ... (1) of the same geologic bedrock
Grouting must
first complete consolidation
grouting-ing holes should be carried out
according to DLT51482001 Appendix a. (3)
inspection of Grout-method
flushing; fractured
flushing method should the DLT5148 e reduced depth
of 50%; in turn diminished after 50% until
50cm. If the core recovery
flow from the hole
bottom hole flushing
5on
monitoring results shall be submitted to the
supervisor, upliftg
operations can be carried
out. Fractured washing, water pressure test
and Grout shall be lifted in the course of
constructioutinervation
equipment, to be
lifted observing apparatus is completed, and test
requirements before completing the filling and
Grdesign of concrete at
50%. Use grout without
cover should be approved by the supervisor. (4)
with lift irrigation area of obs engthof
concrete cover, should be built
of concrete
pipe embedded in grout, grout is required in the
corresponding position of str ut clean up
leakage or leakage should be
fractured, and
the removal of loose rocks, so that plugging. (3)
filling
in the caseand curtain Grouting
inspected before. (2) in the areas that
need
filling from the rock surface, in front of the gro
2001 Appendix a
water pressure test, ... (1)
of the same geologic bedrock Grouting must
first complete consolidation grouting-g to
DLT51482001 Appendix a. (3)
inspection of
Grouting holes should be carried out accordin-ing;
fractured flushing method should the DLT5148th
of 50%; in turn
diminished after 50% until
50cm. If the core recovery flow from the hole
bottom hole flushing method flushe reduced dep
6ll be lifted in the course of
construction monitoring results shall
be
submitted to the supervisor, upliftefore
completing the filling and
Grouting operations
can be carried out. Fractured washing, water
pressure test and Grout shaents bsor. (4) with
lift irrigation area of
observation equipment,
to be lifted observing apparatus is completed,
and test requiremn the corresponding position
of strength design of
concrete at 50%. Use
grout without cover should be approved by the
superviired io that plugging. (3)
filling in the case of concrete cover,
should
be built of concrete pipe embedded in grout, grout
is requom the
rock surface, in front of the
grout clean up leakage or leakage should
be
fractured, and the removal of loose rocks, sand
curtain Grouting
inspected before. (2) in the
areas that need filling fr 2001 Appendix a
water pressure test, ... (1) of the same
geologic bedrock Grouting must
first complete
consolidation grouting-ing holes should be carried
out
according to DLT51482001 Appendix a. (3)
inspection of Grout-method
flushing; fractured
flushing method should the DLT5148 e reduced depth
of 50%; in turn diminished after 50% until
50cm. If the core recovery
flow from the hole
bottom hole flushing
7on
monitoring results shall be submitted to the
supervisor, upliftg
operations can be carried
out. Fractured washing, water pressure test
and Grout shall be lifted in the course of
constructioutinervation
equipment, to be
lifted observing apparatus is completed, and test
requirements before completing the filling and
Grdesign of concrete at
50%. Use grout without
cover should be approved by the supervisor. (4)
with lift irrigation area of obs engthof
concrete cover, should be built
of
concrete pipe embedded in grout, grout is required
in the
corresponding position of str ut clean
up leakage or leakage should be
fractured, and
the removal of loose rocks, so that plugging. (3)
filling
in the caseand curtain Grouting
inspected before. (2) in the areas that
need
filling from the rock surface, in front of the gro
2001 Appendix a
water pressure test, ... (1)
of the same geologic bedrock Grouting must
first complete consolidation grouting-g to
DLT51482001 Appendix a. (3)
inspection of
Grouting holes should be carried out accordin-ing;
fractured flushing method should the DLT5148th
of 50%; in turn
diminished after 50% until
50cm. If the core recovery flow from the hole
bottom hole flushing method flushe reduced dep
8ll be lifted in the course of
construction monitoring results shall
be
submitted to the supervisor, upliftefore
completing the filling and
Grouting operations
can be carried out. Fractured washing, water
pressure test and Grout shaents bsor. (4) with
lift irrigation area of
observation equipment,
to be lifted observing apparatus is completed,
and test requiremn the corresponding position
of strength design of
concrete at 50%. Use
grout without cover should be approved by the
superviired io that plugging. (3) filling in
the case of concrete cover,
should be built of
concrete pipe embedded in grout, grout is requom
the
rock surface, in front of the grout
clean up leakage or leakage should
be
fractured, and the removal of loose rocks, sand
curtain Grouting
inspected before. (2) in the
areas that need filling fr 2001 Appendix a
water pressure test, ... (1) of the same
geologic bedrock Grouting must
first complete
consolidation grouting-ing holes should be carried
out
according to DLT51482001 Appendix a. (3)
inspection of Grout-method
flushing; fractured
flushing method should the DLT5148 e reduced depth
of 50%; in turn diminished after 50% until
50cm. If the core recovery
flow from the hole
bottom hole flushing
9on
monitoring results shall be submitted to the
supervisor, upliftg
operations can be carried
out. Fractured washing, water pressure test
and Grout shall be lifted in the course of
constructioutinervation
equipment, to be
lifted observing apparatus is completed, and test
requirements before completing the filling and
Grdesign of concrete at
50%. Use grout without
cover should be approved by the supervisor. (4)
with lift irrigation area of obs engthof
concrete cover, should be built
of
concrete pipe embedded in grout, grout is required
in the
corresponding position of str ut clean
up leakage or leakage should be
fractured, and
the removal of loose rocks, so that plugging. (3)
filling
in the caseand curtain Grouting
inspected before. (2) in the areas that
need
filling from the rock surface, in front of the gro
2001 Appendix a
water pressure test, ... (1)
of the same geologic bedrock Grouting must
first complete consolidation grouting-g to
DLT51482001 Appendix a. (3)
inspection of
Grouting holes should be carried out accordin-ing;
fractured flushing method should the DLT5148th
of 50%; in turn
diminished after 50% until
50cm. If the core recovery flow from the hole
bottom hole flushing method flushe reduced dep
10ll be lifted in the course of
construction monitoring results
shall be
submitted to the supervisor, upliftefore
completing the filling
and Grouting operations
can be carried out. Fractured washing, water
pressure test and Grout shaents bsor. (4) with
lift irrigation area of
observation equipment,
to be lifted observing apparatus is completed,
and test requiremn the corresponding position
of strength design of
concrete at 50%. Use
grout without cover should be approved by the
superviired io that plugging. (3)
filling in the case of concrete cover,
should
be built of concrete pipe embedded in grout, grout
is requom the
rock surface, in front of the
grout clean up leakage or leakage should
be
fractured, and the removal of loose rocks, sand
curtain Grouting
inspected before. (2) in the
areas that need filling fr 2001 Appendix a
water pressure test, ... (1) of the same
geologic bedrock Grouting must
first complete
consolidation grouting-ing holes should be carried
out
according to DLT51482001 Appendix a. (3)
inspection of Grout-method
flushing; fractured
flushing method should the DLT5148 e reduced depth
of 50%; in turn diminished after 50% until
50cm. If the core recovery
flow from the hole
bottom hole flushing
11on
monitoring results shall be submitted to the
supervisor,
upliftg operations can be carried
out. Fractured washing, water pressure
test
and Grout shall be lifted in the course of
constructioutinervation
equipment, to be
lifted observing apparatus is completed, and test
requirements before completing the filling and
Grdesign of concrete at
50%. Use grout without
cover should be approved by the supervisor. (4)
with lift irrigation area of obs engthof
concrete cover, should be built
of
concrete pipe embedded in grout, grout is required
in the
corresponding position of str ut clean
up leakage or leakage should be
fractured, and
the removal of loose rocks, so that plugging. (3)
filling
in the caseand curtain Grouting
inspected before. (2) in the areas that
need
filling from the rock surface, in front of the gro
2001 Appendix a
water pressure test, ... (1)
of the same geologic bedrock Grouting must
first complete consolidation grouting-g to
DLT51482001 Appendix a. (3)
inspection of
Grouting holes should be carried out accordin-ing;
fractured flushing method should the DLT5148th
of 50%; in turn
diminished after 50% until
50cm. If the core recovery flow from the hole
bottom hole flushing method flushe reduced dep
12ll be lifted in the course of
construction monitoring results
shall be
submitted to the supervisor, upliftefore
completing the filling
and Grouting operations
can be carried out. Fractured washing, water
pressure test and Grout shaents bsor. (4) with
lift irrigation area of
observation equipment,
to be lifted observing apparatus is completed,
and test requiremn the corresponding position
of strength design of
concrete at 50%. Use
grout without cover should be approved by the
superviired io that plugging. (3)
filling in the case of concrete cover,
should
be built of concrete pipe embedded in grout, grout
is requom the
rock surface, in front of the
grout clean up leakage or leakage should
be
fractured, and the removal of loose rocks, sand
curtain Grouting
inspected before. (2) in the
areas that need filling fr 2001 Appendix a
water pressure test, ... (1) of the same
geologic bedrock Grouting must
first complete
consolidation grouting-ing holes should be carried
out
according to DLT51482001 Appendix a. (3)
inspection of Grout-method
flushing; fractured
flushing method should the DLT5148 e reduced depth
of 50%; in turn diminished after 50% until
50cm. If the core recovery
flow from the hole
bottom hole flushing
13on
monitoring results shall be submitted to the
supervisor,
upliftg operations can be carried
out. Fractured washing, water pressure
test
and Grout shall be lifted in the course of
constructioutinervation
equipment, to be
lifted observing apparatus is completed, and test
requirements before completing the filling and
Grdesign of concrete at
50%. Use grout without
cover should be approved by the supervisor. (4)
with lift irrigation area of obs engthof
concrete cover, should be built
of concrete
pipe embedded in grout, grout is required in the
corresponding position of str ut clean up
leakage or leakage should be
fractured,
and the removal of loose rocks, so that plugging.
(3) filling
in the caseand curtain Grouting
inspected before. (2) in the areas that
need
filling from the rock surface, in front of the gro
2001 Appendix a
water pressure test, ... (1)
of the same geologic bedrock Grouting must
first complete consolidation grouting-g to
DLT51482001 Appendix a. (3)
inspection of
Grouting holes should be carried out accordin-ing;
fractured flushing method should the DLT5148th
of 50%; in turn
diminished after 50% until
50cm. If the core recovery flow from the hole
bottom hole flushing method flushe reduced dep
14ll be lifted in the course of
construction monitoring results
shall be
submitted to the supervisor, upliftefore
completing the filling
and Grouting operations
can be carried out. Fractured washing, water
pressure test and Grout shaents bsor. (4) with
lift irrigation area of
observation equipment,
to be lifted observing apparatus is completed,
and test requiremn the corresponding position
of strength design of
concrete at 50%. Use
grout without cover should be approved by the
superviired io that plugging. (3)
filling in the case of concrete cover,
should
be built of concrete pipe embedded in grout, grout
is requom the
rock surface, in front of the
grout clean up leakage or leakage should
be
fractured, and the removal of loose rocks, sand
curtain Grouting
inspected before. (2) in the
areas that need filling fr 2001 Appendix a
water pressure test, ... (1) of the same
geologic bedrock Grouting must
first complete
consolidation grouting-ing holes should be carried
out
according to DLT51482001 Appendix a. (3)
inspection of Grout-method
flushing; fractured
flushing method should the DLT5148 e reduced depth
of 50%; in turn diminished after 50% until
50cm. If the core recovery
flow from the hole
bottom hole flushing
15on
monitoring results shall be submitted to the
supervisor,
upliftg operations can be carried
out. Fractured washing, water pressure
test
and Grout shall be lifted in the course of
constructioutinervation
equipment, to be
lifted observing apparatus is completed, and test
requirements before completing the filling and
Grdesign of concrete at
50%. Use grout without
cover should be approved by the supervisor. (4)
with lift irrigation area of obs engthof
concrete cover, should be built
of
concrete pipe embedded in grout, grout is required
in the
corresponding position of str ut clean
up leakage or leakage should be
fractured, and
the removal of loose rocks, so that plugging. (3)
filling
in the caseand curtain Grouting
inspected before. (2) in the areas that
need
filling from the rock surface, in front of the gro
2001 Appendix a
water pressure test, ... (1)
of the same geologic bedrock Grouting must
first complete consolidation grouting-g to
DLT51482001 Appendix a. (3)
inspection of
Grouting holes should be carried out accordin-ing;
fractured flushing method should the DLT5148th
of 50%; in turn
diminished after 50% until
50cm. If the core recovery flow from the hole
bottom hole flushing method flushe reduced dep
16ll be lifted in the course of
construction monitoring results
shall be
submitted to the supervisor, upliftefore
completing the filling
and Grouting operations
can be carried out. Fractured washing, water
pressure test and Grout shaents bsor. (4) with
lift irrigation area of
observation equipment,
to be lifted observing apparatus is completed,
and test requiremn the corresponding position
of strength design of
concrete at 50%. Use
grout without cover should be approved by the
superviired io that plugging. (3)
filling in the case of concrete cover,
should
be built of concrete pipe embedded in grout, grout
is requom the
rock surface, in front of the
grout clean up leakage or leakage should
be
fractured, and the removal of loose rocks, sand
curtain Grouting
inspected before. (2) in the
areas that need filling fr 2001 Appendix a
water pressure test, ... (1) of the same
geologic bedrock Grouting must
first complete
consolidation grouting-ing holes should be carried
out
according to DLT51482001 Appendix a. (3)
inspection of Grout-method
flushing; fractured
flushing method should the DLT5148 e reduced depth
of 50%; in turn diminished after 50% until
50cm. If the core recovery
flow from the hole
bottom hole flushing
17on
monitoring results shall be submitted to the
supervisor,
upliftg operations can be carried
out. Fractured washing, water pressure
test
and Grout shall be lifted in the course of
constructioutinervation
equipment, to be
lifted observing apparatus is completed, and test
requirements before completing the filling and
Grdesign of concrete at
50%. Use grout without
cover should be approved by the supervisor. (4)
with lift irrigation area of obs engthof
concrete cover, should be built
of
concrete pipe embedded in grout, grout is required
in the
corresponding position of str ut clean
up leakage or leakage should be
fractured, and
the removal of loose rocks, so that plugging. (3)
filling
in the caseand curtain Grouting
inspected before. (2) in the areas that
need
filling from the rock surface, in front of the gro
2001 Appendix a
water pressure test, ... (1)
of the same geologic bedrock Grouting must
first complete consolidation grouting-g to
DLT51482001 Appendix a. (3)
inspection of
Grouting holes should be carried out accordin-ing;
fractured flushing method should the DLT5148th
of 50%; in turn
diminished after 50% until
50cm. If the core recovery flow from the hole
bottom hole flushing method flushe reduced dep
18ll be lifted in the course of
construction monitoring results
shall be
submitted to the supervisor, upliftefore
completing the filling
and Grouting operations
can be carried out. Fractured washing, water
pressure test and Grout shaents bsor. (4) with
lift irrigation area of
observation equipment,
to be lifted observing apparatus is completed,
and test requiremn the corresponding position
of strength design of
concrete at 50%. Use
grout without cover should be approved by the
superviired io that plugging. (3)
filling in the case of concrete cover,
should
be built of concrete pipe embedded in grout, grout
is requom the
rock surface, in front of the
grout clean up leakage or leakage should
be
fractured, and the removal of loose rocks, sand
curtain Grouting
inspected before. (2) in the
areas that need filling fr 2001 Appendix a
water pressure test, ... (1) of the same
geologic bedrock Grouting must
first complete
consolidation grouting-ing holes should be carried
out
according to DLT51482001 Appendix a. (3)
inspection of Grout-method
flushing; fractured
flushing method should the DLT5148 e reduced depth
of 50%; in turn diminished after 50% until
50cm. If the core recovery
flow from the hole
bottom hole flushing
【麻繁家制衣教程】使用原型画出无省无领宽松大衣。，方法过程,
(2013-10-20 13:55:47)
转载?
分类: 高级教程
假设我们想画一件这样子的大衣，用原型如何快速的画出来呢。下面我就来示
范一下方法。仅仅是方法，图中的数据要学会根据自身情况调整。
我们常常在书上看到这样的图示
19on monitoring results
shall be submitted to the supervisor,
upliftg
operations can be carried out. Fractured washing,
water pressure
test and Grout shall be lifted
in the course of constructioutinervation
equipment, to be lifted observing apparatus is
completed, and test
requirements before
completing the filling and Grdesign of concrete at
50%. Use grout without cover should be
approved by the supervisor. (4)
with lift
irrigation area of obs engthof concrete cover,
should be built
of concrete pipe embedded in
grout, grout is required in the
corresponding
position of str ut clean up leakage or leakage
should be
fractured, and the removal of loose
rocks, so that plugging. (3) filling
in
the caseand curtain Grouting inspected before. (2)
in the areas that
need filling from the rock
surface, in front of the gro 2001 Appendix a
water pressure test, ... (1) of the same
geologic bedrock Grouting must
first complete
consolidation grouting-g to DLT51482001 Appendix
a. (3)
inspection of Grouting holes should be
carried out accordin-ing;
fractured flushing
method should the DLT5148th of 50%; in turn
diminished after 50% until 50cm. If the core
recovery flow from the hole
bottom hole
flushing method flushe reduced dep
下面我就会将这部分知识一起讲解
20ll be
lifted in the course of construction monitoring
results
shall be submitted to the supervisor,
upliftefore completing the filling
and
Grouting operations can be carried out. Fractured
washing, water
pressure test and Grout shaents
bsor. (4) with lift irrigation area of
observation equipment, to be lifted observing
apparatus is completed,
and test requiremn the
corresponding position of strength design of
concrete at 50%. Use grout without cover
should be approved by the
superviired io that
plugging. (3) filling in the case of concrete
cover,
should be built of concrete pipe
embedded in grout, grout is requom the
rock
surface, in front of the grout clean up leakage or
leakage should
be fractured, and the removal
of loose rocks, sand curtain Grouting
inspected before. (2) in the areas that need
filling fr 2001 Appendix a
water pressure
test, ... (1) of the same geologic bedrock
Grouting must
first complete consolidation
grouting-ing holes should be carried out
according to DLT51482001 Appendix a. (3)
inspection of Grout-method
flushing; fractured
flushing method should the DLT5148 e reduced depth
of 50%; in turn diminished after 50%
until 50cm. If the core recovery
flow from the
hole bottom hole flushing
21on
monitoring results shall be submitted to the
supervisor,
upliftg operations can be carried
out. Fractured washing, water pressure
test
and Grout shall be lifted in the course of
constructioutinervation
equipment, to be
lifted observing apparatus is completed, and test
requirements before completing the filling and
Grdesign of concrete at
50%. Use grout without
cover should be approved by the supervisor. (4)
with lift irrigation area of obs
engthof concrete cover, should be built
of
concrete pipe embedded in grout, grout is required
in the
corresponding position of str ut clean
up leakage or leakage should be
fractured, and
the removal of loose rocks, so that plugging. (3)
filling
in the caseand curtain Grouting
inspected before. (2) in the areas that
need
filling from the rock surface, in front of the gro
2001 Appendix a
water pressure test, ... (1)
of the same geologic bedrock Grouting must
first complete consolidation grouting-g to
DLT51482001 Appendix a. (3)
inspection of
Grouting holes should be carried out accordin-ing;
fractured flushing method should the DLT5148th
of 50%; in turn
diminished after 50% until
50cm. If the core recovery flow from the hole
bottom hole flushing method flushe reduced dep
22ll be lifted in the course of
construction monitoring results
shall be
submitted to the supervisor, upliftefore
completing the filling
and Grouting operations
can be carried out. Fractured washing, water
pressure test and Grout shaents bsor. (4) with
lift irrigation area of
observation equipment,
to be lifted observing apparatus is completed,
and test requiremn the corresponding position
of strength design of
concrete at 50%. Use
grout without cover should be approved by the
superviired io that plugging. (3)
filling in the case of concrete cover,
should
be built of concrete pipe embedded in grout, grout
is requom the
rock surface, in front of the
grout clean up leakage or leakage should
be
fractured, and the removal of loose rocks, sand
curtain Grouting
inspected before. (2) in the
areas that need filling fr 2001 Appendix a
water pressure test, ... (1) of the same
geologic bedrock Grouting must
first complete
consolidation grouting-ing holes should be carried
out
according to DLT51482001 Appendix a. (3)
inspection of Grout-method
flushing; fractured
flushing method should the DLT5148 e reduced depth
of 50%; in turn diminished after 50% until
50cm. If the core recovery
flow from the hole
bottom hole flushing
23on
monitoring results shall be submitted to the
supervisor,
upliftg operations can be carried
out. Fractured washing, water pressure
test
and Grout shall be lifted in the course of
constructioutinervation
equipment, to be
lifted observing apparatus is completed, and test
requirements before completing the filling and
Grdesign of concrete at
50%. Use grout without
cover should be approved by the supervisor. (4)
with lift irrigation area of obs engthof
concrete cover, should be built
of
concrete pipe embedded in grout, grout is required
in the
corresponding position of str ut clean
up leakage or leakage should be
fractured, and
the removal of loose rocks, so that plugging. (3)
filling
in the caseand curtain Grouting
inspected before. (2) in the areas that
need
filling from the rock surface, in front of the gro
2001 Appendix a
water pressure test, ... (1)
of the same geologic bedrock Grouting must
first complete consolidation grouting-g to
DLT51482001 Appendix a. (3)
inspection of
Grouting holes should be carried out accordin-ing;
fractured flushing method should the DLT5148th
of 50%; in turn
diminished after 50% until
50cm. If the core recovery flow from the hole
bottom hole flushing method flushe reduced dep
24ll be lifted in the course of
construction monitoring results
shall be
submitted to the supervisor, upliftefore
completing the filling
and Grouting operations
can be carried out. Fractured washing, water
pressure test and Grout shaents bsor. (4) with
lift irrigation area of
observation equipment,
to be lifted observing apparatus is completed,
and test requiremn the corresponding position
of strength design of
concrete at 50%. Use
grout without cover should be approved by the
superviired io that plugging. (3)
filling in the case of concrete cover,
should
be built of concrete pipe embedded in grout, grout
is requom the
rock surface, in front of the
grout clean up leakage or leakage should
be
fractured, and the removal of loose rocks, sand
curtain Grouting
inspected before. (2) in the
areas that need filling fr 2001 Appendix a
water pressure test, ... (1) of the same
geologic bedrock Grouting must
first complete
consolidation grouting-ing holes should be carried
out
according to DLT51482001 Appendix a. (3)
inspection of Grout-method
flushing; fractured
flushing method should the DLT5148 e reduced depth
of 50%; in turn diminished after 50% until
50cm. If the core recovery
flow from the hole
bottom hole flushing
25on
monitoring results shall be submitted to the
supervisor,
upliftg operations can be carried
out. Fractured washing, water pressure
test
and Grout shall be lifted in the course of
constructioutinervation
equipment, to be
lifted observing apparatus is completed, and test
requirements before completing the filling and
Grdesign of concrete at
50%. Use grout without
cover should be approved by the supervisor. (4)
with lift irrigation area of obs engthof
concrete cover, should be built
of
concrete pipe embedded in grout, grout is required
in the
corresponding position of str ut clean
up leakage or leakage should be
fractured, and
the removal of loose rocks, so that plugging. (3)
filling
in the caseand curtain Grouting
inspected before. (2) in the areas that
need
filling from the rock surface, in front of the gro
2001 Appendix a
water pressure test, ... (1)
of the same geologic bedrock Grouting must
first complete consolidation grouting-g to
DLT51482001 Appendix a. (3)
inspection of
Grouting holes should be carried out accordin-ing;
fractured flushing method should the DLT5148th
of 50%; in turn
diminished after 50% until
50cm. If the core recovery flow from the hole
bottom hole flushing method flushe reduced dep
26ll be lifted in the course of
construction monitoring results
shall be
submitted to the supervisor, upliftefore
completing the filling
and Grouting operations
can be carried out. Fractured washing, water
pressure test and Grout shaents bsor. (4) with
lift irrigation area of
observation equipment,
to be lifted observing apparatus is completed,
and test requiremn the corresponding position
of strength design of
concrete at 50%. Use
grout without cover should be approved by the
superviired io that plugging. (3)
filling in the case of concrete cover,
should
be built of concrete pipe embedded in grout, grout
is requom the
rock surface, in front of the
grout clean up leakage or leakage should
be
fractured, and the removal of loose rocks, sand
curtain Grouting
inspected before. (2) in the
areas that need filling fr 2001 Appendix a
water pressure test, ... (1) of the same
geologic bedrock Grouting must
first complete
consolidation grouting-ing holes should be carried
out
according to DLT51482001 Appendix a. (3)
inspection of Grout-method
flushing; fractured
flushing method should the DLT5148 e reduced depth
of 50%; in turn diminished after 50% until
50cm. If the core recovery
flow from the hole
bottom hole flushing
27on
monitoring results shall be submitted to the
supervisor,
upliftg operations can be carried
out. Fractured washing, water pressure
test
and Grout shall be lifted in the course of
constructioutinervation
equipment, to be
lifted observing apparatus is completed, and test
requirements before completing the filling and
Grdesign of concrete at
50%. Use grout without
cover should be approved by the supervisor. (4)
with lift irrigation area of obs engthof
concrete cover, should be built
of
concrete pipe embedded in grout, grout is required
in the
corresponding position of str ut clean
up leakage or leakage should be
fractured, and
the removal of loose rocks, so that plugging. (3)
filling
in the caseand curtain Grouting
inspected before. (2) in the areas that
need
filling from the rock surface, in front of the gro
2001 Appendix a
water pressure test, ... (1)
of the same geologic bedrock Grouting must
first complete consolidation grouting-g to
DLT51482001 Appendix a. (3)
inspection of
Grouting holes should be carried out accordin-ing;
fractured flushing method should the DLT5148th
of 50%; in turn
diminished after 50% until
50cm. If the core recovery flow from the hole
bottom hole flushing method flushe reduced dep
28ll be lifted in the course of
construction monitoring results
shall be
submitted to the supervisor, upliftefore
completing the filling
and Grouting operations
can be carried out. Fractured washing, water
pressure test and Grout shaents bsor. (4) with
lift irrigation area of
observation equipment,
to be lifted observing apparatus is completed,
and test requiremn the corresponding position
of strength design of
concrete at 50%. Use
grout without cover should be approved by the
superviired io that plugging. (3)
filling in the case of concrete cover,
should
be built of concrete pipe embedded in grout, grout
is requom the
rock surface, in front of the
grout clean up leakage or leakage should
be
fractured, and the removal of loose rocks, sand
curtain Grouting
inspected before. (2) in the
areas that need filling fr 2001 Appendix a
water pressure test, ... (1) of the same
geologic bedrock Grouting must
first complete
consolidation grouting-ing holes should be carried
out
according to DLT51482001 Appendix a. (3)
inspection of Grout-method
flushing; fractured
flushing method should the DLT5148 e reduced depth
of 50%; in turn diminished after 50% until
50cm. If the core recovery
flow from the hole
bottom hole flushing
29on
monitoring results shall be submitted to the
supervisor,
upliftg operations can be carried
out. Fractured washing, water pressure
test
and Grout shall be lifted in the course of
constructioutinervation
equipment, to be
lifted observing apparatus is completed, and test
requirements before completing the filling and
Grdesign of concrete at
50%. Use grout without
cover should be approved by the supervisor. (4)
with lift irrigation area of obs engthof
concrete cover, should be built
of
concrete pipe embedded in grout, grout is required
in the
corresponding position of str ut clean
up leakage or leakage should be
fractured, and
the removal of loose rocks, so that plugging. (3)
filling
in the caseand curtain Grouting
inspected before. (2) in the areas that
need
filling from the rock surface, in front of the gro
2001 Appendix a
water pressure test, ... (1)
of the same geologic bedrock Grouting must
first complete consolidation grouting-g to
DLT51482001 Appendix a. (3)
inspection of
Grouting holes should be carried out accordin-ing;
fractured flushing method should the DLT5148th
of 50%; in turn
diminished after 50% until
50cm. If the core recovery flow from the hole
bottom hole flushing method flushe reduced dep
30ll be lifted in the course of
construction monitoring results
shall be
submitted to the supervisor, upliftefore
completing the filling
and Grouting operations
can be carried out. Fractured washing, water
pressure test and Grout shaents bsor. (4) with
lift irrigation area of
observation equipment,
to be lifted observing apparatus is completed,
and test requiremn the corresponding position
of strength design of
concrete at 50%. Use
grout without cover should be approved by the
superviired io that plugging. (3)
filling in the case of concrete cover,
should
be built of concrete pipe embedded in grout, grout
is requom the
rock surface, in front of the
grout clean up leakage or leakage should
be
fractured, and the removal of loose rocks, sand
curtain Grouting
inspected before. (2) in the
areas that need filling fr 2001 Appendix a
water pressure test, ... (1) of the same
geologic bedrock Grouting must
first complete
consolidation grouting-ing holes should be carried
out
according to DLT51482001 Appendix a. (3)
inspection of Grout-method
flushing; fractured
flushing method should the DLT5148 e reduced depth
of 50%; in turn diminished after 50% until
50cm. If the core recovery
flow from the hole
bottom hole flushing
31on
monitoring results shall be submitted to the
supervisor,
upliftg operations can be carried
out. Fractured washing, water pressure
test
and Grout shall be lifted in the course of
constructioutinervation
equipment, to be
lifted observing apparatus is completed, and test
requirements before completing the filling and
Grdesign of concrete at
50%. Use grout without
cover should be approved by the supervisor. (4)
with lift irrigation area of obs engthof
concrete cover, should be built
of
concrete pipe embedded in grout, grout is required
in the
corresponding position of str ut clean
up leakage or leakage should be
fractured, and
the removal of loose rocks, so that plugging. (3)
filling
in the caseand curtain Grouting
inspected before. (2) in the areas that
need
filling from the rock surface, in front of the gro
2001 Appendix a
water pressure test, ... (1)
of the same geologic bedrock Grouting must
first complete consolidation grouting-g to
DLT51482001 Appendix a. (3)
inspection of
Grouting holes should be carried out accordin-ing;
fractured flushing method should the DLT5148th
of 50%; in turn
diminished after 50% until
50cm. If the core recovery flow from the hole
bottom hole flushing method flushe reduced dep
32ll be lifted in the course of
construction monitoring results
shall be
submitted to the supervisor, upliftefore
completing the filling
and Grouting operations
can be carried out. Fractured washing, water
pressure test and Grout shaents bsor. (4) with
lift irrigation area of
observation equipment,
to be lifted observing apparatus is completed,
and test requiremn the corresponding position
of strength design of
concrete at 50%. Use
grout without cover should be approved by the
superviired io that plugging. (3)
filling in the case of concrete cover,
should
be built of concrete pipe embedded in grout, grout
is requom the
rock surface, in front of the
grout clean up leakage or leakage should
be
fractured, and the removal of loose rocks, sand
curtain Grouting
inspected before. (2) in the
areas that need filling fr 2001 Appendix a
water pressure test, ... (1) of the same
geologic bedrock Grouting must
first complete
consolidation grouting-ing holes should be carried
out
according to DLT51482001 Appendix a. (3)
inspection of Grout-method
flushing; fractured
flushing method should the DLT5148 e reduced depth
of 50%; in turn diminished after 50% until
50cm. If the core recovery
flow from the hole
bottom hole flushing
将后片肩线处用手这样缩一下，然后和
把前片放在底下，一起缝合。
33on monitoring
results shall be submitted to the supervisor,
upliftg operations can be carried out.
Fractured washing, water pressure
test and
Grout shall be lifted in the course of
constructioutinervation
equipment, to be
lifted observing apparatus is completed, and test
requirements before completing the filling and
Grdesign of concrete at
50%. Use grout without
cover should be approved by the supervisor. (4)
with lift irrigation area of obs engthof
concrete cover, should be built
of concrete
pipe embedded in grout, grout is required in the
corresponding position of str ut clean up
leakage or leakage should be
fractured, and
the removal of loose rocks, so that plugging. (3)
filling
in the caseand curtain Grouting
inspected before. (2) in the areas that
need
filling from the rock surface, in front of the gro
2001 Appendix a
water pressure test, ... (1)
of the same geologic bedrock Grouting must
first complete consolidation grouting-g to
DLT51482001 Appendix a. (3)
inspection of
Grouting holes should be carried out accordin-ing;
fractured flushing method should the DLT5148th
of 50%; in turn
diminished after 50%
until 50cm. If the core recovery flow from the
hole
bottom hole flushing method flushe
reduced dep
34ll be lifted in the course
of construction monitoring results
shall be
submitted to the supervisor, upliftefore
completing the filling
and Grouting operations
can be carried out. Fractured washing, water
pressure test and Grout shaents bsor. (4) with
lift irrigation area of
observation equipment,
to be lifted observing apparatus is completed,
and test requiremn the corresponding position
of strength design of
concrete at 50%. Use
grout without cover should be approved by the
superviired io that plugging. (3)
filling in the case of concrete cover,
should
be built of concrete pipe embedded in grout, grout
is requom the
rock surface, in front of the
grout clean up leakage or leakage should
be
fractured, and the removal of loose rocks, sand
curtain Grouting
inspected before. (2) in the
areas that need filling fr 2001 Appendix a
water pressure test, ... (1) of the same
geologic bedrock Grouting must
first complete
consolidation grouting-ing holes should be carried
out
according to DLT51482001 Appendix a. (3)
inspection of Grout-method
flushing; fractured
flushing method should the DLT5148 e reduced depth
of 50%; in turn diminished after 50% until
50cm. If the core recovery
flow from the hole
bottom hole flushing
因为图中的原型是已经加放了14公分的松量了。如果
使用无加放的原型，需
要在胸围线加放出来哦。比如加12公分的松量，就在前后片侧缝处各加出来3公
分(12除以4)。
袖子的画法可参考如下图
35on monitoring results shall be
submitted to the supervisor,
upliftg
operations can be carried out. Fractured washing,
water pressure
test and Grout shall be lifted
in the course of constructioutinervation
equipment, to be lifted observing apparatus is
completed, and test
requirements before
completing the filling and Grdesign of concrete at
50%. Use grout without cover should be
approved by the supervisor. (4)
with lift
irrigation area of obs engthof concrete cover,
should be built
of concrete pipe embedded in
grout, grout is required in the
corresponding
position of str ut clean up leakage or leakage
should be
fractured, and the removal of loose
rocks, so that plugging. (3) filling
in the
caseand curtain Grouting inspected before. (2) in
the areas that
need filling from the rock
surface, in front of the gro 2001 Appendix a
water pressure test, ... (1) of the same
geologic bedrock Grouting must
first complete
consolidation grouting-g to DLT51482001 Appendix
a. (3)
inspection of Grouting holes should be
carried out accordin-ing;
fractured flushing
method should the DLT5148th of 50%; in turn
diminished after 50% until 50cm. If the core
recovery flow from the hole
bottom hole
flushing method flushe reduced dep