CN109914649B - Prefabricated shear wall assembly based on building structure - Google Patents
Prefabricated shear wall assembly based on building structure Download PDFInfo
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- CN109914649B CN109914649B CN201910267448.2A CN201910267448A CN109914649B CN 109914649 B CN109914649 B CN 109914649B CN 201910267448 A CN201910267448 A CN 201910267448A CN 109914649 B CN109914649 B CN 109914649B
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- rectangular
- bottom cover
- face
- pipe
- iron
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- XEEYBQQBJWHFJM-UHFFFAOYSA-N Iron Chemical compound [Fe] XEEYBQQBJWHFJM-UHFFFAOYSA-N 0.000 claims abstract description 48
- 229910052742 iron Inorganic materials 0.000 claims abstract description 22
- 235000000396 iron Nutrition 0.000 claims abstract description 16
- 238000007493 shaping process Methods 0.000 claims abstract description 12
- 238000005192 partition Methods 0.000 claims abstract description 9
- 238000009435 building construction Methods 0.000 claims description 2
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 abstract description 9
- 239000004568 cement Substances 0.000 abstract description 6
- 239000004576 sand Substances 0.000 abstract description 4
- 238000004321 preservation Methods 0.000 description 7
- 238000000465 moulding Methods 0.000 description 6
- 230000000694 effects Effects 0.000 description 5
- 238000000034 method Methods 0.000 description 3
- 229920000742 Cotton Polymers 0.000 description 2
- 238000009825 accumulation Methods 0.000 description 2
- 230000007547 defect Effects 0.000 description 2
- 230000006872 improvement Effects 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
- 239000002352 surface water Substances 0.000 description 2
- 230000009286 beneficial effect Effects 0.000 description 1
- 230000000903 blocking effect Effects 0.000 description 1
- 238000010276 construction Methods 0.000 description 1
- 238000004134 energy conservation Methods 0.000 description 1
- 230000007613 environmental effect Effects 0.000 description 1
- 238000009415 formwork Methods 0.000 description 1
- 239000002245 particle Substances 0.000 description 1
- 239000004033 plastic Substances 0.000 description 1
- 230000009467 reduction Effects 0.000 description 1
- 230000002787 reinforcement Effects 0.000 description 1
- 230000003014 reinforcing effect Effects 0.000 description 1
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Abstract
The invention provides a prefabricated shear wall assembly based on a building structure, which comprises rectangular iron, a partition plate and a cylindrical rod, wherein the rectangular iron is arranged on the partition plate; the number of the rectangular irons is five, and the front end face of each rectangular iron is provided with one rectangular groove; the front end face of the shaping baffle is in contact with the rear end faces of the five rectangular irons. The device has high practicability, on one hand, because of the arrangement of the air holes on the rectangular pipe, redundant water in cement can enter a rectangular container consisting of the rectangular pipe and a bottom cover through the air holes formed on the rectangular pipe to be collected, at the moment, firstly, because the air holes are in a conical hole structure, the air holes can be prevented from being blocked by sand grains contained in the water when the air holes are used for drainage; secondly, the bottom end face of the rectangular pipe is fixedly connected with a bottom cover through a bolt, the bottom cover is of a stepped structure, and a rubber pad is arranged between the rectangular pipe and the bottom cover, so that moisture can be collected through a rectangular container formed by the rectangular pipe and the bottom cover, and moisture leakage is prevented.
Description
Technical Field
The invention belongs to the technical field of building structures, and particularly relates to a prefabricated shear wall assembly based on a building structure.
Background
The shear wall has the advantages of being capable of bearing vertical load and horizontal load, bearing and enclosing, and therefore in the field of buildings, a shear wall structure is adopted for buildings with high overall strength requirements. The existing shear wall structure building mostly adopts on-site layer-by-layer formwork erection pouring and then external heat preservation, the construction difficulty is high in the mode, time and labor are consumed, along with the rapid development of the building industry of China and the improvement of green energy conservation and environmental protection consciousness, the assembly type building is produced at the end of the year, and the shear wall gradually adopts the prefabricated shear wall.
Based on the above, the shear wall assembly used in the existing building construction process mainly has the following defects:
one is that the practicability is poor, on one hand, when the existing prefabricated shear wall assembly is used, on the other hand, the drainage effect is poor, redundant water in cement cannot be well removed during pouring, and the water often flows to the ground from a gap at the bottom to cause serious surface water accumulation; on the other hand, the heat preservation effect is poor, and when the existing prefabricated component is used for pouring in winter, the heat preservation of the poured shear wall cannot be well carried out, so that cracks are easily generated on the wall surface of the formed shear wall, and the strength of the wall body is influenced; moreover, the fixed firm current prefabricated component inadequately can not carry out quick and firm supporting and fixing with moulding baffle, leads to the deviation to appear in the wall body after the shaping easily.
Accordingly, in view of the above, research and improvement are made on the existing structure and defects, and a prefabricated shear wall assembly based on a building structure is provided, so as to achieve the purpose of higher practical value.
Disclosure of Invention
In order to solve the technical problems, the invention provides a prefabricated shear wall assembly based on a building structure, which aims to solve the problems that the existing prefabricated shear wall assembly is poor in practicability, on one hand, when the existing prefabricated shear wall assembly is used, the drainage effect is poor, redundant water in cement cannot be well removed when pouring is carried out, and the water often flows to the ground from a gap at the bottom to cause serious surface water accumulation; on the other hand, the heat preservation effect is poor, and when the existing prefabricated component is used for pouring in winter, the heat preservation of the poured shear wall cannot be well carried out, so that cracks are easily generated on the wall surface of the formed shear wall, and the strength of the wall body is influenced; moreover, the fixed firm current prefabricated component inadequately can not carry out quick and firm supporting and fixing with moulding baffle, leads to the problem that the deviation appears in the wall body after the shaping easily.
The invention is used for the purpose and the effect of a prefabricated shear wall component based on a building structure, and is achieved by the following specific technical means:
a prefabricated shear wall assembly based on a building structure comprises rectangular iron, a rectangular groove, a supporting rod, a rectangular block, a circular hole, a fixed seat, a telescopic connecting piece, a shaping baffle plate structure, a rectangular pipe, air holes, a bottom cover, a rubber pad, a drain pipe, a partition plate and a cylindrical rod; the number of the rectangular irons is five, and the front end face of each rectangular iron is provided with one rectangular groove; the rectangular blocks are welded at the lower positions of the left end face of the first rectangular iron and the right end face of the fifth rectangular iron, and the top end faces of the rectangular blocks are provided with the circular holes; the front end face of the shaping baffle structure is contacted with the rear end faces of the five rectangular irons; the moulding baffle structure comprises rectangular pipe, bleeder vent, bottom, rubber pad and drain pipe.
Furthermore, the front end face of each rectangular iron is welded with three fixing seats in a rectangular array shape, and the cylindrical rod penetrates through the adjacent fixing seats.
Furthermore, every all rotate in the rectangular channel and be connected with one the bracing piece, just the bracing piece is screw thread telescopic link structure.
Furthermore, two adjacent rectangle irons are connected through four telescopic connecting pieces.
Furthermore, a plurality of air holes are formed in the rear end face of the rectangular tube in a rectangular array shape.
Furthermore, the bottom end face of the rectangular tube is fixedly connected with a bottom cover through a bolt, the bottom cover is of a stepped structure, and a rubber pad is arranged between the rectangular tube and the bottom cover.
Furthermore, the air holes are of conical hole structures.
Furthermore, five partition plates are fixedly connected in the rectangular tube in a rectangular array shape.
Furthermore, a drain pipe is fixedly connected to the left end face of the rectangular pipe, and the drain pipe is communicated with the inside of the rectangular pipe.
Compared with the prior art, the invention has the following beneficial effects:
the device is flexible in structure, can adapt to shear walls with different lengths, occupies a small space when being placed, and can quickly adjust the distance between five pieces of rectangular iron according to the length of the shear wall to be poured as required due to the arrangement of the rectangular iron and the telescopic connecting pieces; on the other hand, the device can be folded and contracted when being placed, so that the space occupation of the device can be reduced to the maximum extent.
The device has high stability, and on one hand, due to the arrangement of the rectangular block, a ground nail can be used to penetrate through a circular hole on the rectangular block for fixing when the rectangular block is fixed; on the other hand, because of the setting of bracing piece, after using the ground nail to fix this device, still can use the bracing piece to support, the steadiness of reinforcing this device.
The device has high practicability, on one hand, because of the arrangement of the air holes on the rectangular pipe, redundant water in cement can enter a rectangular container consisting of the rectangular pipe and a bottom cover through the air holes formed on the rectangular pipe to be collected, at the moment, firstly, because the air holes are in a conical hole structure, the air holes can be prevented from being blocked by sand grains contained in the water when the air holes are used for drainage; secondly, the bottom end face of the rectangular tube is fixedly connected with a bottom cover through a bolt, the bottom cover is of a stepped structure, and a rubber pad is arranged between the rectangular tube and the bottom cover, so that moisture can be collected through a rectangular container formed by the rectangular tube and the bottom cover, and the moisture leakage is prevented; on the other hand, when the shear wall is poured in winter, cotton materials can be filled in the rectangular pipe for heat preservation, and cracks of the shear wall surface are prevented.
Drawings
Fig. 1 is a schematic axial view of the present invention.
Fig. 2 is a schematic axial view of the present invention.
Fig. 3 is a schematic axial view of the present invention in use.
Fig. 4 is a schematic axial view of the present invention when folded in place.
Fig. 5 is an axial view of a plastic baffle structure according to the present invention.
Fig. 6 is an enlarged schematic view of fig. 5 a according to the present invention.
Fig. 7 is a schematic view of a portion of a cross-sectional structure of a shaped baffle structure of the present invention.
Fig. 8 is an enlarged view of the structure of fig. 7B according to the present invention.
In the drawings, the corresponding relationship between the component names and the reference numbers is as follows:
1. rectangular iron; 101. a rectangular groove; 2. a support bar; 3. a rectangular block; 301. a circular hole; 4. a fixed seat; 5. a telescopic connecting sheet; 6. shaping a baffle structure; 601. a rectangular tube B; 602. air holes are formed; 603. a bottom cover; 604. a rubber pad; 605. a drain pipe; 7. a partition plate; 8. a cylindrical rod.
Detailed Description
The embodiments of the present invention will be described in further detail with reference to the drawings and examples. The following examples are intended to illustrate the invention but are not intended to limit the scope of the invention.
In the description of the present invention, "a plurality" means two or more unless otherwise specified; the terms "upper", "lower", "left", "right", "inner", "outer", "front", "rear", "head", "tail", and the like, indicate orientations or positional relationships based on the orientations or positional relationships shown in the drawings, are only for convenience in describing and simplifying the description, and do not indicate or imply that the device or element referred to must have a particular orientation, be constructed in a particular orientation, and be operated, and thus, should not be construed as limiting the invention. Furthermore, the terms "first," "second," "third," and the like are used for descriptive purposes only and are not to be construed as indicating or implying relative importance.
In the description of the present invention, it is to be noted that, unless otherwise explicitly specified or limited, the terms "connected" and "connected" are to be interpreted broadly, e.g., as being fixed or detachable or integrally connected; can be mechanically or electrically connected; may be directly connected or indirectly connected through an intermediate. The specific meanings of the above terms in the present invention can be understood in specific cases to those skilled in the art.
Example (b):
as shown in figures 1 to 8:
the invention provides a prefabricated shear wall assembly based on a building structure, which comprises rectangular iron 1, a rectangular groove 101, a support rod 2, a rectangular block 3, a circular hole 301, a fixed seat 4, a telescopic connecting piece 5, a shaping baffle plate structure 6, a rectangular pipe 601, air holes 602, a bottom cover 603, a rubber pad 604, a drain pipe 605, a partition plate 7 and a cylindrical rod 8, wherein the rectangular iron is a rectangular iron core; the number of the rectangular irons 1 is five, and the front end face of each rectangular iron 1 is provided with one rectangular groove 101; the rectangular block 3 is welded at the lower position of the left end face of the first rectangular iron 1 and at the lower position of the right end face of the fifth rectangular iron 1, and the top end face of the rectangular block 3 is provided with the circular hole 301; the front end face of the shaping baffle structure 6 is contacted with the rear end faces of the five rectangular irons 1; the shaping baffle structure 6 is composed of a rectangular pipe 601, an air hole 602, a bottom cover 603, a rubber pad 604 and a drainage pipe 605.
The front end face of each rectangular iron 1 is welded with three fixing seats 4 in a rectangular array shape, and the cylindrical rods 8 penetrate through the adjacent fixing seats 4, so that five rectangular irons 1 can be limited.
Each rectangular groove 101 is internally and rotatably connected with one supporting rod 2, and the supporting rods 2 are threaded telescopic rod structures, so that the supporting rods 2 can be used for reinforcement after the device is fixed.
The adjacent two rectangular irons 1 are connected through the four telescopic connecting pieces 5, so that the distance between the five rectangular irons 1 can be adjusted according to the size of a shear wall to be poured.
The rear end face of the rectangular tube 601 is provided with a plurality of air holes 602 in a rectangular array, so that excessive moisture in cement can be collected in a rectangular container formed by the rectangular tube 601 and the bottom cover 603.
Wherein, the bottom end face of the rectangular tube 601 is fixedly connected with a bottom cover 603 through bolts, the bottom cover 603 is a stepped structure, and a rubber pad 604 is arranged between the rectangular tube 601 and the bottom cover 603, so that moisture can be collected through a rectangular container formed by the rectangular tube 601 and the bottom cover 603, and moisture leakage is prevented.
The air hole 602 has a tapered hole structure, so that when the air hole 602 is used for drainage, sand particles contained in water can be prevented from blocking the air hole 602.
Five partition plates (7) are fixedly connected in the rectangular tube 601 in a rectangular array shape, so that the rectangular tube 601 can be supported, and the wall surface precision reduction caused by the stress deformation of the rectangular tube (601) in use is prevented.
The left end face of the rectangular pipe 601 is fixedly connected with a drain pipe (605), and the drain pipe 605 is communicated with the inside of the rectangular pipe 601.
The specific use mode and function of the embodiment are as follows:
during the use, at first will pour two moulding baffle structures 6 of position erectting of shear force wall, then fix and spacing in two moulding baffle structures 6 outsides, its method is: firstly, stretching and unfolding five rectangular irons 1 to enable the stretched length of the five rectangular irons 1 to be equal to that of a moulding baffle structure 6, then limiting and fixing the fixed seats 4 by using cylindrical rods 8, fixing the rectangular blocks 3 on the rectangular irons 1 by using ground nails, and finally unfolding the supporting rods 2 in the rectangular grooves 101 for supporting and fixing;
in the using process, on one hand, redundant moisture in the cement can enter a rectangular container formed by the rectangular pipe 601 and the bottom cover 603 through the air holes 602 formed in the rectangular pipe 601 for collection, and at this time, firstly, the air holes 602 are in a conical hole structure, so that when the air holes 602 are used for drainage, the air holes 602 can be prevented from being blocked by sand grains contained in the moisture; secondly, a bottom cover 603 is fixedly connected to the bottom end face of the rectangular tube 601 through a bolt, the bottom cover 603 is of a stepped structure, and a rubber pad 604 is arranged between the rectangular tube 601 and the bottom cover 603, so that moisture can be collected through a rectangular container formed by the rectangular tube 601 and the bottom cover 603, and the moisture is prevented from leaking; on the other hand, when the shear wall is poured in winter, cotton materials can be filled in the rectangular pipe 601 for heat preservation, and cracks of the shear wall surface are prevented.
The embodiments of the present invention have been presented for purposes of illustration and description, and are not intended to be exhaustive or limited to the invention in the form disclosed. Many modifications and variations will be apparent to those of ordinary skill in the art. The embodiment was chosen and described in order to best explain the principles of the invention and the practical application, and to enable others of ordinary skill in the art to understand the invention for various embodiments with various modifications as are suited to the particular use contemplated.
Claims (2)
1. The utility model provides a prefabricated shear wall subassembly based on among building structure which characterized in that: the prefabricated shear wall component based on the building structure comprises a rectangular iron (1), a rectangular groove (101), a supporting rod (2), a rectangular block (3), a circular hole (301), a fixed seat (4), a telescopic connecting piece (5), a shaping baffle structure (6), a rectangular pipe (601), air holes (602), a bottom cover (603), a rubber pad (604), a drain pipe (605), a partition plate (7) and a cylindrical rod (8); the number of the rectangular irons (1) is five, and the front end face of each rectangular iron (1) is provided with one rectangular groove (101); the rectangular blocks (3) are welded at the lower positions of the left end faces of the first rectangular iron (1) and the fifth rectangular iron (1), and the top end faces of the rectangular blocks (3) are provided with the circular holes (301); the front end face of the shaping baffle structure (6) is contacted with the rear end faces of the five rectangular irons (1); the shaping baffle structure (6) consists of a rectangular pipe (601), an air hole (602), a bottom cover (603), a rubber pad (604) and a drain pipe (605); the front end face of each rectangular iron (1) is welded with three fixed seats (4) in a rectangular array shape, and a cylindrical rod (8) penetrates through the adjacent fixed seats (4); two adjacent rectangular irons (1) are connected through four telescopic connecting pieces (5); the rear end face of the rectangular pipe (601) is provided with a plurality of air holes (602) in a rectangular array shape; the bottom end face of the rectangular tube (601) is fixedly connected with a bottom cover (603) through a bolt, the bottom cover (603) is of a stepped structure, and a rubber pad (604) is arranged between the rectangular tube (601) and the bottom cover (603); five partition plates (7) are fixedly connected in the rectangular tube (601) in a rectangular array shape; the left end face of the rectangular pipe (601) is fixedly connected with a drain pipe (605), and the drain pipe (605) is communicated with the inside of the rectangular pipe (601).
2. A prefabricated shear wall assembly for use in building construction according to claim 1, wherein: every all rotate in rectangular channel (101) and be connected with one bracing piece (2), and bracing piece (2) are screw thread telescopic rod structure.
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 CN109914649A (en) | 2019-06-21 |
| CN109914649B true CN109914649B (en) | 2020-09-04 |
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| CN201910267448.2A Expired - Fee Related CN109914649B (en) | 2019-04-03 | 2019-04-03 | Prefabricated shear wall assembly based on building structure |
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| CN108708485A (en) * | 2018-05-19 | 2018-10-26 | 高建芳 | A kind of mounting structure of precast concrete assembled wallboard |
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2019
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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 |
| 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 |
| CN103669655A (en) * | 2013-12-24 | 2014-03-26 | 山东万鑫建设有限公司 | Construction technology for pouring concrete of walls on two sides of deformation joint |
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| Publication number | Publication date |
|---|---|
| CN109914649A (en) | 2019-06-21 |
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Granted publication date: 20200904 |