CN109914649A - A kind of precast shear wall component based in building structure - Google Patents
A kind of precast shear wall component based in building structure Download PDFInfo
- Publication number
- CN109914649A CN109914649A CN201910267448.2A CN201910267448A CN109914649A CN 109914649 A CN109914649 A CN 109914649A CN 201910267448 A CN201910267448 A CN 201910267448A CN 109914649 A CN109914649 A CN 109914649A
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- Prior art keywords
- rectangular
- shear wall
- wall component
- building structure
- iron
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- XEEYBQQBJWHFJM-UHFFFAOYSA-N Iron Chemical compound [Fe] XEEYBQQBJWHFJM-UHFFFAOYSA-N 0.000 claims abstract description 63
- 229910052742 iron Inorganic materials 0.000 claims abstract description 29
- 238000000465 moulding Methods 0.000 claims abstract description 19
- 238000005192 partition Methods 0.000 claims abstract description 7
- 235000000396 iron Nutrition 0.000 claims description 7
- 238000003466 welding Methods 0.000 claims description 3
- 239000000203 mixture Substances 0.000 claims description 2
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 abstract description 8
- 239000004568 cement Substances 0.000 abstract description 5
- 238000002386 leaching Methods 0.000 abstract description 4
- 239000004576 sand Substances 0.000 abstract description 4
- 238000010586 diagram Methods 0.000 description 7
- 230000000694 effects Effects 0.000 description 6
- 238000000034 method Methods 0.000 description 4
- 238000010792 warming Methods 0.000 description 4
- 229920000742 Cotton Polymers 0.000 description 2
- 238000010276 construction Methods 0.000 description 2
- 239000000463 material Substances 0.000 description 2
- 238000012986 modification Methods 0.000 description 2
- 230000004048 modification Effects 0.000 description 2
- 230000008569 process Effects 0.000 description 2
- 238000007493 shaping process Methods 0.000 description 2
- 238000010008 shearing Methods 0.000 description 2
- 230000009286 beneficial effect Effects 0.000 description 1
- 230000000903 blocking effect Effects 0.000 description 1
- 238000009435 building construction Methods 0.000 description 1
- 230000007812 deficiency Effects 0.000 description 1
- 238000009415 formwork Methods 0.000 description 1
- 238000005194 fractionation Methods 0.000 description 1
- 230000006872 improvement Effects 0.000 description 1
- 238000009413 insulation Methods 0.000 description 1
- 230000009467 reduction Effects 0.000 description 1
- 239000007787 solid Substances 0.000 description 1
Abstract
The present invention provides a kind of precast shear wall component based in building structure, including rectangular iron, partition and cylindrical bar；The rectangular iron is provided with five altogether, and the every rectangular iron front end face offers the rectangular channel；The moulding baffle front end face is in contact with five rectangular iron rear end faces.Present apparatus practicability is higher, on the one hand, because of the setting of air hole on rectangular tube, extra moisture can be entered in the rectangular vessel that rectangular tube and bottom cover form by the air hole opened up on rectangular tube and is collected in cement, at this point, first, because air hole is taper cavernous structure, therefore can prevent when being drained using air hole, the grains of sand contained in moisture are by ventilative hole plug；Second, rectangular tube bottom face has been bolted to connection one piece of bottom cover, and cover board is ladder-type structure, and one piece of rubber pad is provided between rectangular tube and cover board, therefore can collect moisture by the rectangular vessel that rectangular tube and bottom cover form, and prevent Water deep leaching.
Description
Technical field
The invention belongs to building structure technical fields, more specifically, in particular to a kind of based in building structure
Precast shear wall component.
Background technique
Shear wall has the advantages that vertical load and horizontal loading can be born, and load-bearing but also can go along with sb. to guard him, therefore building
In field, generally for the more demanding building of integral strength, we use shear wall structure.Existing shear wall structure is built
It builds, mostly uses live successively formwork erection to pour greatly, then apply external thermal insulation, difficulty of construction is big for such mode, takes time and effort, with China
The raising of the fast development of construction industry and energy-saving and environment friendly consciousness, assembled architecture come into being, and shear wall also gradually adopts
Precast shear wall.
Based on above-mentioned, shear wall component used in existing building construction process is primarily present following deficiency:
One is that practicability is poor, and when in use on the one hand, drainage effect is poor to be poured current precast shear wall component
Moisture extra in cement can not be excluded preferably when building, and all be often to flow to ground from the gap of bottom to lead to ground area
Water is serious；On the other hand, warming effect is poor, cannot be well to pouring when existing precast segment is poured in winter
Shear wall afterwards carries out warming shear wall metope generation slight crack after being easy to cause molding, influences the intensity of wall；It furthermore is, it is fixed
Not enough securely existing precast segment, moulding baffle can not be carried out it is quick and firm being supported and fixing, be easy to lead
Wall is caused to occur deviation after shaping.
Then, it in view of this, being studied improvement for existing structure and missing, provides a kind of based in building structure
Precast shear wall component, to achieve the purpose that with more more practical value.
Summary of the invention
In order to solve the above technical problem, the present invention provides a kind of precast shear wall component based in building structure, with
Solving existing one is that practicability is poor, and when in use on the one hand, drainage effect is poor to be poured current precast shear wall component
Moisture extra in cement can not be excluded preferably when building, and all be often to flow to ground from the gap of bottom to lead to ground area
Water is serious；On the other hand, warming effect is poor, cannot be well to pouring when existing precast segment is poured in winter
Shear wall afterwards carries out warming shear wall metope generation slight crack after being easy to cause molding, influences the intensity of wall；It furthermore is, it is fixed
Not enough securely existing precast segment, moulding baffle can not be carried out it is quick and firm being supported and fixing, be easy to lead
Wall is caused to occur the problem of deviation after shaping.
The present invention is used for a kind of purpose and effect based on the precast shear wall component in building structure, by skill in detail below
Art means are reached:
A kind of precast shear wall component based in building structure, including rectangular iron, rectangular channel, support rod, rectangular block, circle
Shape hole, fixing seat are telescopically connected to piece, moulding baffle arrangement, rectangular tube, air hole, bottom cover, rubber pad, drainpipe, partition and circle
Mast；The rectangular iron is provided with five altogether, and the every rectangular iron front end face offers the rectangular channel；First
Rectangular iron left side lower position described in root and the 5th rectangular iron right side lower position are welded with one piece of square
Shape block, and the rectangular block top end face offers the round hole；The moulding baffle front end face and five rectangles
Iron rear end face is in contact；The moulding baffle arrangement is made of rectangular tube, air hole, bottom cover, rubber pad and drainpipe.
Further, the fixing seat there are three the every equal rectangular array shape welding of rectangular iron front end face, and phase
Running through in the adjacent fixing seat has the cylindrical bar.
Further, the support rod is rotatably connected in each rectangular channel, and the support rod is spiral shell
Line Telescopic rod structure.
Further, it is connected by being telescopically connected to piece described in four between adjacent two rectangular irons.
Further, the rectangular tube rear end face is in offer several air holes after rectangular array shape.
Further, the rectangular tube bottom face has been bolted to connection one piece of bottom cover, and the cover board is ladder
Shape structure, and one piece of rubber pad is provided between the rectangular tube and cover board.
Further, the air hole is taper cavernous structure.
Further, rectangular array shape is fixedly connected with five pieces of partitions in the rectangular tube.
Further, the rectangular tube left side is fixedly connected with a drainpipe, and in the drainpipe and rectangular tube
Portion is connected.
Compared with prior art, the invention has the following beneficial effects:
Present apparatus flexible structure is adaptable to the shear wall of different length, and when placing, occupied space is smaller, the present apparatus
Because of rectangular iron and the setting for being telescopically connected to piece, on the one hand, the length that can pour shear wall as needed quickly adjusts five squares
The distance between shape iron；On the other hand, the present apparatus can be subjected to folding shrinking when placing, this dress can be reduced to the full extent
Set the occupancy to space.
Present apparatus high stability, on the one hand, because of the setting of rectangular block, when fixed, ground nail can be used to pass through rectangular block
On round hole be fixed；On the other hand, because of the setting of support rod, after the present apparatus is fixed using ground nail, also
Usable support rod is supported, and enhances the stability of the present apparatus.
Present apparatus practicability is higher, on the one hand, because of the setting of air hole on rectangular tube, extra moisture can pass through in cement
The air hole opened up on rectangular tube is entered in the rectangular vessel that rectangular tube and bottom cover form and is collected, at this point, first, because thoroughly
Stomata is taper cavernous structure, therefore can prevented when being drained using air hole, and the grains of sand contained in moisture are by air hole
Blocking；Second, rectangular tube bottom face has been bolted to connection one piece of bottom cover, and cover board is ladder-type structure, and rectangle
It is provided with one piece of rubber pad between pipe and cover board, therefore moisture can be collected by the rectangular vessel that rectangular tube and bottom cover form, and anti-
Only Water deep leaching；On the other hand, when pouring shear wall in winter, it filling cotton material can be kept the temperature in rectangular tube, prevent from shearing
There is slight crack in metope.
Detailed description of the invention
Fig. 1 is axis view structural schematic diagram of the invention.
Fig. 2 is axis view structural schematic diagram of the invention.
Fig. 3 is the axis view structural schematic diagram in use process of the present invention.
Fig. 4 is that the axis that the present invention folds when placing regards structural schematic diagram.
Fig. 5 is the axis view fractionation structural representation of moulding baffle arrangement of the present invention.
Fig. 6 is enlarged structure schematic diagram at the A of Fig. 5 of the present invention.
Fig. 7 is the broken section structural schematic diagram of moulding baffle arrangement of the present invention.
Fig. 8 is enlarged structure schematic diagram at the B of Fig. 7 of the present invention.
In figure, the corresponding relationship of component names and accompanying drawing number are as follows:
1, rectangular iron；101, rectangular channel；2, support rod；3, rectangular block；301, round hole；4, fixing seat；5, it is telescopically connected to
Piece；6, moulding baffle arrangement；601, rectangular tube B；602, air hole；603, bottom cover；604, rubber pad；605, drainpipe；7, every
Plate；8, cylindrical bar (8)；
Specific embodiment
Embodiments of the present invention are described in further detail with reference to the accompanying drawings and examples.Following embodiment is used for
Illustrate the present invention, but cannot be used to limit the scope of the invention.
In the description of the present invention, unless otherwise indicated, the meaning of " plurality " is two or more；Term " on ",
The orientation or positional relationship of the instructions such as "lower", "left", "right", "inner", "outside", " front end ", " rear end ", " head ", " tail portion " is
It is based on the orientation or positional relationship shown in the drawings, is merely for convenience of description of the present invention and simplification of the description, rather than instruction or dark
Show that signified device or element must have a particular orientation, be constructed and operated in a specific orientation, therefore should not be understood as pair
Limitation of the invention.In addition, term " first ", " second ", " third " etc. are used for description purposes only, and should not be understood as instruction or
Imply relative importance.
In the description of the present invention, it should be noted that unless otherwise clearly defined and limited, term " connected " " connects
Connect " it shall be understood in a broad sense, for example, it may be being fixedly connected, it may be a detachable connection, or be integrally connected；It can be machine
Tool connection, is also possible to be electrically connected；It can be directly connected, it can also be indirectly connected through an intermediary.For this field
For those of ordinary skill, the concrete meaning of above-mentioned term in the present invention can be understood with concrete condition.
Embodiment:
As shown in attached drawing 1 to attached drawing 8:
The present invention provides a kind of precast shear wall component based in building structure, including rectangular iron 1, rectangular channel 101, branch
Strut 2, round hole 301, fixing seat 4, is telescopically connected to piece 5, moulding baffle arrangement 6, rectangular tube 601, air hole at rectangular block 3
602, bottom cover 603, rubber pad 604, drainpipe 605, partition 7 and cylindrical bar 8；The rectangular iron 1 is provided with five, and every altogether
1 front end face of rectangular iron offers the rectangular channel 101；First 1 left side lower position of rectangular iron and
The 5th 1 right side lower position of rectangular iron is welded with one piece of rectangular block 3, and 3 top end face of the rectangular block is opened
Equipped with a round hole 301；6 front end face of moulding baffle is in contact with five rectangular irons, 1 rear end face；The modeling
Shape baffle arrangement 6 is made of rectangular tube 601, air hole 602, bottom cover 603, rubber pad 604 and drainpipe 605.
Wherein, the fixing seat 4 there are three the every equal rectangular array shape welding of 1 front end face of rectangular iron, and it is adjacent
Running through in the fixing seat 4 has the cylindrical bar 8, therefore can limit to five rectangular irons 1.
Wherein, the support rod 2 is rotatably connected in each rectangular channel 101, and the support rod 2 is spiral shell
Line Telescopic rod structure, therefore the support rod 2 can be used to reinforce after the present apparatus is fixed.
Wherein, it is connected by being telescopically connected to piece 5 described in four between adjacent two rectangular irons 1, therefore can basis
Need to pour the size of shear wall to adjust the distance between five described rectangular irons 1.
Wherein, 601 rear end face of rectangular tube is in after rectangular array shape to offer several air holes 602, therefore can be by water
In the rectangular vessel that extra moisture collection is formed to the rectangular tube 601 and bottom cover 603 in mud.
Wherein, 601 bottom face of rectangular tube has been bolted to connection one piece of bottom cover 603, and the cover board 603 is
Ladder-type structure, and one piece of rubber pad 604 is provided between the rectangular tube 601 and cover board 603, therefore rectangular tube 601 can be passed through
Moisture is collected with the rectangular vessel that bottom cover 603 forms, and prevents Water deep leaching.
Wherein, the air hole 602 is taper cavernous structure, therefore can prevent from being arranged using the air hole 602
When water, the grains of sand contained in moisture block the air hole 602.
Wherein, rectangular array shape is fixedly connected with five pieces of partitions (7) in the rectangular tube 601, therefore can be to the rectangle
Pipe 601 play supporting role, prevent when in use rectangular tube (601) stress deformation cause metope precision reduction.
Wherein, 601 left side of rectangular tube is fixedly connected with a drainpipe (605), and the drainpipe 605 and square
It is connected inside shape pipe 601.
The specifically used mode and effect of the present embodiment:
In use, two pieces of moulding baffle arrangements 6 are erect in the position for pour shear wall first, then at two pieces
It is fixed and limits on the outside of moulding baffle arrangement 6, method is: five rectangular irons 1 being stretched into expansion first, make five rectangles
Length and 6 equal length of moulding baffle arrangement after the stretching of iron 1, then it is solid by limit using cylindrical bar 8 between fixing seat 4
It is fixed, then will be fixed at 3 position of rectangular block using ground nail on rectangular iron 1, finally the support rod 2 in rectangular channel 101 is unfolded
It is supported fixation；
During use, on the one hand, extra moisture can be by the air hole that opens up on rectangular tube 601 in cement
602 enter in the rectangular vessel that rectangular tube 601 and bottom cover 603 form and are collected, at this point, first, because air hole 602 is cone
Shape cavernous structure, therefore can prevent when being drained using air hole 602, the grains of sand contained in moisture block up air hole 602
Plug；Second, 601 bottom face of rectangular tube has been bolted to connection one piece of bottom cover 603, and cover board 603 is ladder-type structure, and
It is provided with one piece of rubber pad 604 between rectangular tube 601 and cover board 603, therefore the square of rectangular tube 601 and the composition of bottom cover 603 can be passed through
Shape container collection moisture, and prevent Water deep leaching；On the other hand, it when pouring shear wall in winter, can be filled in rectangular tube 601
Cotton material is kept the temperature, and prevents shearing metope from slight crack occur.
The embodiment of the present invention is given for the purpose of illustration and description, and is not exhaustively or by this to send out
It is bright to be limited to disclosed form.Many modifications and variations are obvious for the ordinary skill in the art.Choosing
Selecting and describe embodiment is and to make those skilled in the art to more preferably illustrate the principle of the present invention and practical application
It will be appreciated that the present invention is to design various embodiments suitable for specific applications with various modifications.
Claims (9)
1. a kind of precast shear wall component based in building structure, it is characterised in that: this is used for based on pre- in building structure
Shear wall component processed includes rectangular iron (1), rectangular channel (101), support rod (2), rectangular block (3), round hole (301), fixing seat
(4), piece (5), moulding baffle arrangement (6), rectangular tube (601), air hole (602), bottom cover (603), rubber pad are telescopically connected to
(604), drainpipe (605), partition (7) and cylindrical bar (8)；The rectangular iron (1) is provided with five, and the every rectangle altogether
Iron (1) front end face offers the rectangular channel (101)；First rectangular iron (1) left side lower position and
Five rectangular iron (1) right side lower positions are welded with one piece of rectangular block (3), and the rectangular block (3) top
Face offers the round hole (301)；Moulding baffle (6) front end face and five rectangular irons (1) rear end face phase
Contact；The moulding baffle arrangement (6) is by rectangular tube (601), air hole (602), bottom cover (603), rubber pad (604) and draining
Manage (605) composition.
2. for based on the precast shear wall component in building structure as described in claim (1), it is characterised in that: described in every
There are three the fixing seat (4) for the equal rectangular array shape welding of rectangular iron (1) front end face, and pass through in the adjacent fixing seat (4)
It is installed with the cylindrical bar (8).
3. for based on the precast shear wall component in building structure as described in claim (1), it is characterised in that: each described
The support rod (2) is rotatably connected in rectangular channel (101), and the support rod (2) is screw telescopic rod structure.
4. for based on the precast shear wall component in building structure as described in claim (1), it is characterised in that: adjacent two
It is connected by being telescopically connected to piece (5) described in four between the rectangular iron (1).
5. for based on the precast shear wall component in building structure as described in claim (1), it is characterised in that: the rectangle
Pipe (601) rear end face is in offer several air holes (602) after rectangular array shape.
6. for based on the precast shear wall component in building structure as described in claim (1), it is characterised in that: the rectangle
Pipe (601) bottom face has been bolted to connection one piece of bottom cover (603), and the cover board (603) is ladder-type structure, and institute
It states and is provided with one piece of rubber pad (604) between rectangular tube (601) and cover board (603).
7. for based on the precast shear wall component in building structure as described in claim (1), it is characterised in that: described ventilative
Hole (602) is taper cavernous structure.
8. for based on the precast shear wall component in building structure as described in claim (1), it is characterised in that: the rectangle
Pipe (601) interior rectangular array shape is fixedly connected with five pieces of partitions ((7)).
9. for based on the precast shear wall component in building structure as described in claim (1), it is characterised in that: the rectangle
Pipe (601) left side is fixedly connected with a drainpipe ((605)), and the drainpipe (605) and the internal phase of rectangular tube (601)
Connection.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201910267448.2A CN109914649B (en) | 2019-04-03 | 2019-04-03 | Prefabricated shear wall assembly based on building structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201910267448.2A CN109914649B (en) | 2019-04-03 | 2019-04-03 | Prefabricated shear wall assembly based on building structure |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN109914649A true CN109914649A (en) | 2019-06-21 |
| CN109914649B CN109914649B (en) | 2020-09-04 |
Family
ID=66968521
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201910267448.2A Expired - Fee Related CN109914649B (en) | 2019-04-03 | 2019-04-03 | Prefabricated shear wall assembly based on building structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN109914649B (en) |
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|---|---|---|---|---|
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| CN102127930A (en) * | 2010-07-19 | 2011-07-20 | 曾庆胜 | Net die member for steel-concrete building and method for constructing enclosure by combining net die members and filling into a frame shear wall |
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| CN207003822U (en) * | 2017-05-12 | 2018-02-13 | 杭萧钢构股份有限公司 | Buckling-restrained steel coupling beam and its steel plate concrete combined shear wall structural system |
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| CN207646929U (en) * | 2017-12-19 | 2018-07-24 | 西安建筑科技大学 | Replaceable flank shear wave staggered form steel column is cut damper and shear wall structure |
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| CN109083306A (en) * | 2018-09-29 | 2018-12-25 | 安徽品小院建筑科技有限公司 | A kind of reserved metope of assembled architecture window and its connection structure of window |
| CN109339288A (en) * | 2018-10-16 | 2019-02-15 | 天津大学 | A kind of vertical edges component and preparation method thereof |
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2019
- 2019-04-03 CN CN201910267448.2A patent/CN109914649B/en not_active Expired - Fee Related
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|---|---|---|---|---|
| CN2526382Y (en) * | 2002-04-30 | 2002-12-18 | 邱则有 | Shear wall module |
| CN102127930A (en) * | 2010-07-19 | 2011-07-20 | 曾庆胜 | Net die member for steel-concrete building and method for constructing enclosure by combining net die members and filling into a frame shear wall |
| CN203034805U (en) * | 2012-09-25 | 2013-07-03 | 合肥建工集团有限公司 | Double-concrete wallboard formwork scissors type support keel system |
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| CN104763079A (en) * | 2015-03-11 | 2015-07-08 | 任志鹏 | Foldable assembled integral concrete shear wall structure |
| KR101762155B1 (en) * | 2016-04-08 | 2017-07-27 | 이형훈 | Twin wall having detachable truss and the manufacturing method thereof |
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| Publication number | Publication date |
|---|---|
| CN109914649B (en) | 2020-09-04 |
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Granted publication date: 20200904 |