CN210421632U - Novel exempt from formwork and pour design component - Google Patents
Novel exempt from formwork and pour design component Download PDFInfo
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- CN210421632U CN210421632U CN201920835402.1U CN201920835402U CN210421632U CN 210421632 U CN210421632 U CN 210421632U CN 201920835402 U CN201920835402 U CN 201920835402U CN 210421632 U CN210421632 U CN 210421632U
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Abstract
The utility model discloses a novel exempt from formwork and pour design component, establish the stirrup on longitudinal reinforcement including longitudinal reinforcement and cover, still include first component and the second component of stacking in turn from supreme on the mortar bottom, first component is the square frame form, longitudinal joint has been seted up on the rear side wall of first component, the both sides that lie in longitudinal joint on the rear side wall of first component are provided with two extension boards, the rear side wall of two extension board perpendicular to first components, the second component is by the left side wall, the U-shaped frame that right side wall and preceding lateral wall constitute, the interval equals the width of longitudinal joint between the left side wall of second component and the right side wall, the left side wall and one of them extension board of second component lie in same vertical plane, the right side wall and another extension board of second component lie in same vertical plane. The utility model discloses convenient operation can be under construction with the wall body synchronization, has promoted construction quality, has shortened the time limit for a project progress, has practiced thrift the cost expense.
Description
Technical Field
The utility model belongs to the technical field of the building engineering construction is decorated, concretely relates to novel exempt from formwork and pour design component.
Background
In the masonry construction process in the building field, at present, according to masonry structure standards, constructional columns are arranged at corresponding positions according to the requirements of the standards, so that better structural integrity and seismic performance are achieved. Traditional constructional column secondary structure construction process is complicated, because constructional column and masonry structure are the material of different materials, the constructional column often needs bar planting (or pre-buried joint bar), ligature steel reinforcement cage, build the wall body by laying bricks or stones, keep somewhere horse tooth raft (constructional column position), template mounting, constructional column concrete placement, the template is demolishd, a series of complicated construction processes such as constructional column cap local processing, and because the template is limited in the constructional column template mounting process itself rigidity, have certain pliability, the mould expanding and the grout leakage problem appear easily in constructional column concrete placement link. The whole construction quality and the construction period progress of the masonry project are seriously influenced by the series of problems, and the cost of materials and labor management is increased.
SUMMERY OF THE UTILITY MODEL
The utility model aims at providing a to the above-mentioned problem that prior art exists, provide a novel exempt from formwork and pour design component, convenient operation can be under construction with the wall body synchronization, has promoted construction quality, has shortened the time limit for a project progress, has practiced thrift the cost expense.
The above object of the utility model is realized through following technical scheme:
a novel formwork-free pouring and shaping component comprises a longitudinal steel bar, stirrups sleeved on the longitudinal steel bar, a first component and a second component which are alternately stacked on a mortar bottom layer from bottom to top, wherein the first component is in a square frame shape, a longitudinal seam is formed in the rear side wall of the first component, two extending plates are arranged on the rear side wall of the first component and positioned on two sides of the longitudinal seam, the two extending plates are perpendicular to the rear side wall of the first component, the second component is a U-shaped frame formed by a left side wall, a right side wall and a front side wall, the distance between the left side wall and the right side wall of the second component is equal to the width of the longitudinal seam, the left side wall of the second component and one of the extending plates are positioned on the same vertical plane, the right side wall of the second component and the other extending plate are positioned on the same vertical plane, the front side wall of the second component and the front side wall of the first component are positioned on the same plane, the left side wall of the first component and the left side, the right side wall of the first member is the same as the right side wall of the second member in width, and the longitudinal steel bars sequentially penetrate through the first member and the second member which are alternately stacked.
The outer sides of the front side wall, the left side wall, the right side wall, the rear side wall and the extension plate of the first member are all provided with mud layers; and mud layers are arranged on the outer sides of the front side wall, the left side wall and the right side wall of the second component.
Compared with the prior art, the utility model, have following advantage:
1. the operation is convenient, the construction can be performed synchronously with the wall, and the construction period progress is shortened.
2. The problems of installation and removal of the used template are solved, the cost is reduced, and the working procedures are reduced.
3. Because be provided with the mud layer and make the utility model discloses a thereby connect more firmly and improved the utility model discloses a stability has also strengthened simultaneously the utility model discloses and the fastness of being connected between the wall body.
4. The problems of mold expansion and slurry leakage in the concrete pouring process of the constructional column are solved, the cost and expense are saved, and the construction quality is improved.
Drawings
Fig. 1 is a schematic view of the overall structure of the present invention.
Fig. 2 is a top view of fig. 1.
Fig. 3 is a top view of the first member.
Fig. 4 is a top view of the second member.
In the figure: 1-a wall body; 2-a first member; 3-a second member; 4-longitudinal steel bars; 5-stirrup; 6-longitudinal sewing; 7-extension plate.
F. B, L, R, front, rear, left, and right side walls, respectively, and W represents the width direction.
Detailed Description
The technical solution of the present invention will be described in further detail with reference to the accompanying drawings.
As shown in fig. 1 to 4, a novel formwork-free pouring and shaping member comprises a longitudinal steel bar 4, stirrups 5 sleeved on the longitudinal steel bar 4, and a first member 2 and a second member 3 alternately stacked on a mortar bottom layer from bottom to top, wherein the first member 2 is in a square frame shape, a longitudinal seam 6 is formed on a rear side wall of the first member 2, two extension plates 7 are arranged on the rear side wall of the first member 2 and positioned at two sides of the longitudinal seam 6, the two extension plates 7 are perpendicular to the rear side wall of the first member 2, the second member 3 is a U-shaped frame formed by a left side wall, a right side wall and a front side wall, a space between the left side wall and the right side wall of the second member 3 is equal to the width of the longitudinal seam 6, the left side wall of the second member 3 and one of the extension plates 7 are positioned on the same vertical plane, the right side wall of the second member 3 and the other extension plate 7 are positioned on the same vertical plane, the front side wall of the second member 3 and the front side wall of the first member 2 are, the left side wall of the first member 2 has the same width as the left side wall of the second member 3, the right side wall of the first member 2 has the same width as the right side wall of the second member 3, and the longitudinal steel bar 4 sequentially penetrates through the first member 2 and the second member 3 which are alternately stacked. Being closest to the mortar bottom be second component 3, longitudinal reinforcement 4 is a plurality of perpendicular parallel arrangement, and this embodiment is four, and each longitudinal reinforcement 4 is fixed through stirrup 5 cramp, and the width of longitudinal joint 6 is greater than the external diameter of the stirrup 5 of cover on the longitudinal reinforcement.
The outer sides of the front side wall, the left side wall, the right side wall, the rear side wall and the extension plate of the first member 2 are all provided with mud layers; the outer sides of the front side wall, the left side wall and the right side wall of the second member 3 are all provided with mud layers. Because be provided with the mud layer and make the utility model discloses a thereby connect more firmly and improved the utility model discloses a stability has also strengthened simultaneously the utility model discloses and the fastness of being connected between the wall body 1.
The utility model can be synchronously constructed with a wall body 1, longitudinal steel bars 4 and stirrups 5 sleeved on the longitudinal steel bars 4 are arranged in a binding manner in advance, mortar bottom layers are laid at the bottom and the periphery of the longitudinal steel bars 4, a second component 3 is arranged on the mortar bottom layers, the longitudinal steel bars 4 are positioned in the second component 3, the first wall body is built outside the left side wall of the second component 3, the second wall body is built outside the right side wall of the second component 3, a U-shaped opening at the rear side of the second component 3 is tightly attached to build a third wall body, then the first component 2 is stacked on the second component 3, the longitudinal steel bars 4 are positioned in the first component 2, the first wall body is built outside the left side wall of the first component 2, the second wall body is built outside the right side wall of the first component 2, an extension plate 7 is tightly attached to the third wall body, the building operation is repeatedly performed for a plurality of times, concrete is poured in the first component 2 and the second component 3 which are alternately stacked from bottom to top, the bottom layer is provided with a mortar bottom layer, so that the bottom reduces slurry leakage, and the third wall body is tightly attached to the extension plate 7 of the first member 2 and the U-shaped opening of the second member 3, namely, the longitudinal seam 6 and the U-shaped opening are blocked, so that the slurry leakage is reduced at the side part, and the shaping member is formed.
The specific embodiments described herein are merely illustrative of the spirit of the invention. Various modifications, additions and substitutions for the specific embodiments described herein may be made by those skilled in the art without departing from the spirit of the invention or exceeding the scope of the invention as defined in the accompanying claims.
Claims (2)
1. A novel formwork-free pouring and shaping component comprises a longitudinal steel bar (4) and stirrups (5) sleeved on the longitudinal steel bar (4), and is characterized by further comprising a first component (2) and a second component (3) which are alternately stacked on a mortar bottom layer from bottom to top, wherein the first component (2) is in a square frame shape, a longitudinal seam (6) is formed in the rear side wall of the first component (2), two extension plates (7) are arranged on the rear side wall of the first component (2) and positioned on two sides of the longitudinal seam (6), the two extension plates (7) are perpendicular to the rear side wall of the first component (2), the second component (3) is a U-shaped frame formed by a left side wall, a right side wall and a front side wall, the distance between the left side wall and the right side wall of the second component (3) is equal to the width of the longitudinal seam (6), the left side wall of the second component (3) and one of the extension plates (7) are positioned on the same vertical plane, the right side wall of the second member (3) and the other extension plate (7) are located on the same vertical plane, the front side wall of the second member (3) and the front side wall of the first member (2) are located on the same plane, the width of the left side wall of the first member (2) is the same as that of the left side wall of the second member (3), the width of the right side wall of the first member (2) is the same as that of the right side wall of the second member (3), and the longitudinal steel bars (4) sequentially penetrate through the first member (2) and the second member (3) which are alternately stacked.
2. The novel formwork-free pouring and shaping component is characterized in that mud layers are arranged on the outer sides of the front side wall, the left side wall, the right side wall, the rear side wall and the extension plate of the first component (2); the outer sides of the front side wall, the left side wall and the right side wall of the second component (3) are all provided with mud layers.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201920835402.1U CN210421632U (en) | 2019-06-04 | 2019-06-04 | Novel exempt from formwork and pour design component |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201920835402.1U CN210421632U (en) | 2019-06-04 | 2019-06-04 | Novel exempt from formwork and pour design component |
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| Publication Number | Publication Date |
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| CN210421632U true CN210421632U (en) | 2020-04-28 |
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| CN201920835402.1U Active CN210421632U (en) | 2019-06-04 | 2019-06-04 | Novel exempt from formwork and pour design component |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113235917A (en) * | 2021-06-02 | 2021-08-10 | 中国建筑第二工程局有限公司 | Construction method for peripheral adjacent edge constructional column of super high-rise building structure |
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2019
- 2019-06-04 CN CN201920835402.1U patent/CN210421632U/en active Active
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113235917A (en) * | 2021-06-02 | 2021-08-10 | 中国建筑第二工程局有限公司 | Construction method for peripheral adjacent edge constructional column of super high-rise building structure |
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