CN210562836U - Maintenance support module without detaching mould - Google Patents
Maintenance support module without detaching mould Download PDFInfo
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- CN210562836U CN210562836U CN201921312070.5U CN201921312070U CN210562836U CN 210562836 U CN210562836 U CN 210562836U CN 201921312070 U CN201921312070 U CN 201921312070U CN 210562836 U CN210562836 U CN 210562836U
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Abstract
A disassembly-free formwork maintenance support module comprises a disassembly-free formwork and a fixing piece used for fixing the disassembly-free formwork, wherein the fixing piece comprises a supporting plate and clamping joints fixedly arranged on two sides of the supporting plate, and each clamping joint comprises a positioning part used for fixing ribs of the disassembly-free formwork and a positioning plate used for tightening a steel reinforcement framework of a concrete structure inwards; when the positioning plate is connected, the supporting plate is positioned in the middle of two meshes in a steel reinforcement framework of a concrete structure, the clamping connectors extend out of the inner sides of the meshes to the outer sides of the meshes adjacent to the clamping connectors, the positioning plate is abutted against the outer sides of the adjacent meshes, and ribs of the non-dismantling template are fixed with the positioning parts. The utility model discloses an exempt from to tear open mould maintenance support module assembly is convenient, and stable in structure helps improving the efficiency of construction.
Description
Technical Field
The utility model belongs to the technical field of building structure, especially, relate to an exempt from to tear open mould maintenance support module.
Background
The non-dismantling formwork (also called non-dismantling formwork net) is a net plate structure with supporting and blocking functions, and comprises a mesh plate, wherein meshes are inclined at a certain angle, and reinforcing ribs for improving strength are arranged on the mesh plate. The non-dismantling formwork can be used together with the supporting member instead of a conventional formwork (re-used dismantling formwork), and concrete slurry is oozed out through each pore of the formwork until a corrugated surface is formed. The non-dismantling template is fixed through the tie bars and forms a surface dismantling template support module with other accessories.
Disclosure of Invention
An object of the utility model is to overcome prior art's defect, provide an exempt from to tear open mould maintenance support module.
In order to achieve the above purpose, the utility model adopts the following technical scheme:
a disassembly-free formwork maintenance support module comprises a disassembly-free formwork and a fixing piece used for fixing the disassembly-free formwork, wherein the fixing piece comprises a supporting plate and clamping joints fixedly arranged on two sides of the supporting plate, and each clamping joint comprises a positioning part used for fixing ribs of the disassembly-free formwork and a positioning plate used for tightening a steel reinforcement framework of a concrete structure inwards;
when the positioning plate is connected, the supporting plate is positioned in the middle of two meshes in a steel reinforcement framework of a concrete structure, the clamping connectors extend out of the inner sides of the meshes to the outer sides of the meshes adjacent to the clamping connectors, the positioning plate is abutted against the outer sides of the adjacent meshes, and ribs of the non-dismantling template are fixed with the positioning parts.
Preferably, the positioning portion comprises two opposite clamping teeth, the distance between the two clamping teeth is smaller than the width of the rib, and when the positioning portion is connected with the rib, the rib is clamped between the two clamping teeth.
Preferably, the middle part of the supporting plate is provided with a through hole, and a cross beam is arranged in the through hole.
Preferably, the positioning plate abuts against the steel bars in the net sheets.
Preferably, an arc part matched with the outer contour of the steel bar in the net piece is arranged between the positioning plate and the supporting plate.
Preferably, the positioning part is symmetrically provided with two positioning plates.
Preferably, one side of each latch is fixedly provided with a positioning plate respectively.
Preferably, the clamping joints are symmetrically arranged on two sides of the supporting plate.
Preferably, the latch is an arc latch.
Preferably, the fixing member is integrally formed.
The utility model discloses an exempt from to tear open mould maintenance support module assembly is convenient, and stable in structure helps improving the efficiency of construction.
Drawings
Fig. 1 is a schematic structural diagram of the present invention;
fig. 2 is a schematic structural view of the support plate of the present invention;
in the attached drawings, 1 fixing piece, 2 supporting plates, 3 clamping joints, 4 positioning parts, 5 positioning plates, 6 clamping teeth, 7 circular arc parts, 8 through holes, 9 cross beams, an A disassembly-free template, B ribs, C reinforcing steel bars and D mesh sheets.
Detailed Description
The following examples are given in conjunction with the accompanying drawings to further illustrate the embodiments of the present invention. The present invention is not limited to the description of the following embodiments.
Example 1
As shown in the figures, the embodiment discloses a non-dismantling formwork maintenance bracket module, which comprises a non-dismantling formwork a and a fixing part 1 for fixing the non-dismantling formwork a. Further, mounting 1 includes backup pad 2 and fixed the setting is in joint 3 of 2 both sides of backup pad, joint 3 is including being used for fixing exempting from to tear open positioning portion 4 of rib arris B of template A and being used for tightening up the locating plate 5 to the inboard with concrete structure's steel reinforcement framework. Further, when in use, the non-dismantling formwork A is fixed on the outer side of the steel reinforcement framework to be poured through the fixing piece 1.
As shown in fig. 1, when connecting, the supporting plate 2 is located in the middle of two mesh sheets D in a steel reinforcement framework of a concrete structure, the clamping joint 3 extends out of the inner side of the mesh sheet D (the inner side is located between the two mesh sheets D) to the outer side of the mesh sheet D adjacent to the clamping joint, the positioning plate 5 is abutted against the outer side of the adjacent mesh sheet D, and the rib B of the non-dismantling formwork a is fixed with the positioning portion 4.
As shown in fig. 2, the positioning portion 4 preferably includes two opposite latches 6, a distance between the two latches 6 is smaller than a width of the rib B, and the rib B is caught between the two latches 6 when the positioning portion 4 is connected with the rib B. When rib B and latch 6 butt joint, use the instrument with rib B extrusion muscle between two latches 6, in-process rib B warp, get into between the latch 6, the deformation of rib B self resumes, and the card is put between two latches 6. Furthermore, the clamping joints 3 are symmetrically arranged on two sides of the supporting plate 2. Further, the latch 6 is an arc-shaped latch 6.
Preferably, the middle part of the supporting plate 2 is provided with a through opening 8, and a cross beam 9 is arranged in the through opening 8. The concrete is filled in the pouring process, so that the anchoring force between the fixing piece 1 and the concrete layer is improved, the weight can be reduced, and the cost is saved.
Preferably, the positioning plate 5 abuts against the steel bars C in the net piece D. And an arc part 7 matched with the outer contour of the steel bar C in the net piece D is arranged between the positioning plate 5 and the supporting plate 2. In the pouring process, the concrete extrudes the disassembly-free template A outwards under the action of gravity, and the positioning plate 5 limits the deformation of the disassembly-free template A at the moment, so that the effect of pouring the template is achieved. Further, the positioning portion 4 is symmetrically provided with two positioning plates 5. Because of the crisscross arrangement of reinforcing bar C on the reinforcing bar C net piece D, the locating plate 5 of two symmetries is convenient for adjust locating plate 5 and is leaned on with reinforcing bar C counterbalance of difference. Preferably, one positioning plate 5 is fixedly arranged on one side of each latch 6.
The formwork disassembly-free maintenance support module disclosed in the embodiment is convenient to integrally install and beneficial to improving the construction efficiency compared with a traditional structure that a formwork disassembly-free plate A is fixed through tie bars.
The foregoing is a more detailed description of the present invention, taken in conjunction with the specific preferred embodiments thereof, and it is not intended that the invention be limited to the specific embodiments shown and described. To the utility model belongs to the technical field of ordinary technical personnel, do not deviate from the utility model discloses under the prerequisite of design, can also make a plurality of simple deductions or replacement, all should regard as belonging to the utility model discloses a protection scope.
Claims (10)
1. The utility model provides a exempt from to tear open mould maintenance support module, is including exempting from to tear open the template and being used for fixing exempt from to tear open the mounting of template, its characterized in that: the fixing piece comprises a supporting plate and clamping joints fixedly arranged on two sides of the supporting plate, and each clamping joint comprises a positioning part for fixing ribs of a non-dismantling template and a positioning plate for tightening a steel reinforcement framework of a concrete structure inwards;
when the positioning plate is connected, the supporting plate is positioned in the middle of two meshes in a steel reinforcement framework of a concrete structure, the clamping connectors extend out of the inner sides of the meshes to the outer sides of the meshes adjacent to the clamping connectors, the positioning plate is abutted against the outer sides of the adjacent meshes, and ribs of the non-dismantling template are fixed with the positioning parts.
2. The form-stripping-free maintenance rack module according to claim 1, wherein: the location portion includes the latch of two relative settings, and the distance between two latches is less than the width of rib, and when location portion and rib were connected, the rib card was put between two latches.
3. The form-stripping-free maintenance rack module according to claim 1, wherein: the middle part of backup pad is provided with the opening, be provided with the crossbeam in the opening.
4. The form-stripping-free maintenance rack module according to claim 1, wherein: the positioning plate is abutted against the steel bars in the net sheets.
5. The form-stripping-free maintenance rack module according to claim 1, wherein: and an arc part matched with the outline of the steel bar in the net piece is arranged between the positioning plate and the supporting plate.
6. The form removal free maintenance rack module of claim 1, wherein: the location portion symmetry is provided with two locating plates.
7. The form-stripping-free maintenance rack module according to claim 2, wherein: one side of each latch is fixedly provided with a positioning plate respectively.
8. The form-stripping-free maintenance rack module according to claim 1, wherein: the clamping connectors are symmetrically arranged on two sides of the supporting plate.
9. The form-stripping-free maintenance rack module according to claim 2, wherein: the latch is an arc latch.
10. The form-stripping-free maintenance rack module according to claim 1, wherein: the fixing piece is integrally formed.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201921312070.5U CN210562836U (en) | 2019-08-14 | 2019-08-14 | Maintenance support module without detaching mould |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201921312070.5U CN210562836U (en) | 2019-08-14 | 2019-08-14 | Maintenance support module without detaching mould |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN210562836U true CN210562836U (en) | 2020-05-19 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201921312070.5U Active CN210562836U (en) | 2019-08-14 | 2019-08-14 | Maintenance support module without detaching mould |
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| CN (1) | CN210562836U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN118007875A (en) * | 2024-04-08 | 2024-05-10 | 山西八建集团有限公司 | Integrated extension type disassembly-free formwork assembly for concrete pouring |
-
2019
- 2019-08-14 CN CN201921312070.5U patent/CN210562836U/en active Active
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN118007875A (en) * | 2024-04-08 | 2024-05-10 | 山西八建集团有限公司 | Integrated extension type disassembly-free formwork assembly for concrete pouring |
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