CN215407436U - A novel aluminum mould board reinforcerment system for building subside node - Google Patents
A novel aluminum mould board reinforcerment system for building subside node Download PDFInfo
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- CN215407436U CN215407436U CN202121551787.2U CN202121551787U CN215407436U CN 215407436 U CN215407436 U CN 215407436U CN 202121551787 U CN202121551787 U CN 202121551787U CN 215407436 U CN215407436 U CN 215407436U
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- node
- angle steel
- connecting angle
- assembly
- settlement
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- XAGFODPZIPBFFR-UHFFFAOYSA-N aluminium Chemical compound [Al] XAGFODPZIPBFFR-UHFFFAOYSA-N 0.000 title claims abstract description 22
- 229910052782 aluminium Inorganic materials 0.000 title claims abstract description 22
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 75
- 239000010959 steel Substances 0.000 claims abstract description 75
- 230000003014 reinforcing effect Effects 0.000 claims abstract description 46
- 230000002787 reinforcement Effects 0.000 claims abstract description 10
- 238000009415 formwork Methods 0.000 claims description 39
- 238000004062 sedimentation Methods 0.000 claims description 4
- 230000000694 effects Effects 0.000 description 16
- 238000010586 diagram Methods 0.000 description 4
- 229910000838 Al alloy Inorganic materials 0.000 description 3
- 238000007493 shaping process Methods 0.000 description 3
- 230000002093 peripheral effect Effects 0.000 description 2
- 229910000746 Structural steel Inorganic materials 0.000 description 1
- 230000000712 assembly Effects 0.000 description 1
- 238000000429 assembly Methods 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 230000000903 blocking effect Effects 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 238000005728 strengthening Methods 0.000 description 1
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Abstract
The utility model discloses a novel aluminum template reinforcing system for building settlement nodes, which comprises a node template assembly, wherein a settlement template assembly is arranged on one side of the node template assembly, a seven-shaped connecting piece is arranged at the upper end of the settlement template assembly and is connected with the upper end of the node template assembly, a vertical reinforcing back ridge comprises a main square tube arranged on one side of the node template assembly, a connecting square tube with third connecting angle steel is fixed at the upper end of the main square tube, the third connecting angle steel is fixed at the upper end of the node template assembly, a supporting bulge is arranged on one side of the main square tube close to the node template assembly, and a transverse reinforcing back ridge is arranged at the upper end of the supporting bulge; this reinforcerment system adopts the vertical structure at node template subassembly and seven word connecting piece junctions to increase and transversely reinforces the back of the body stupefied and vertical reinforcement back of the body stupefied, solves the straightness problem in node upper portion, cooperates the use of seven word connecting pieces simultaneously, solves to a certain extent and hangs mould off tracking problem and node upper portion lower extreme problem of expanding outward, and stability is strong.
Description
Technical Field
The utility model relates to the technical field of building templates, in particular to a novel aluminum template reinforcing system for a building settlement joint.
Background
With the increasingly wide use of the aluminum alloy template for buildings, the market has stronger and stronger requirements on the processing detailed structure of the aluminum alloy template. At present, the concrete building poured by the aluminum alloy building template has good forming effect on the wall, the beam, the floor and other parts, and can reach the level of plastering-free, but at the positions of kitchens, toilets, balconies and the like, which are subsided, particularly the positions of the subsidence connected with peripheral nodes, the forming effect is poor due to the fact that the template is easy to run out of the mould, deform and the like during pouring, and the forming effect at the positions is worse than the rest parts. At the position department of subsiding and peripheral node connection, current way usually is subsided the template subassembly and is connected through seven word connecting pieces with the node template subassembly for subsiding, and the shaping effect that the building site was actually pour can expand outward at lower extreme node, hangs the easy off tracking of mould subsides, and the straightness effect on node upper portion is not good, to this, needs improve.
SUMMERY OF THE UTILITY MODEL
The utility model aims to provide a novel aluminum formwork reinforcing system for building settlement nodes, which aims to solve the problems in the background technology.
In order to achieve the purpose, the utility model provides the following technical scheme:
a novel aluminum template reinforcing system for building settlement nodes comprises a node template assembly, a settlement template assembly and a reinforcing device, wherein the settlement template assembly is arranged on one side of the node template assembly;
the seven-shaped connecting piece is arranged at the upper end of the sedimentation template component, is connected with the upper end of the node template component and is used for fixing the sedimentation template component and the node template component;
the vertical reinforcing back edge comprises a main square tube arranged on one side of the node template assembly, a connecting square tube with third connecting angle steel is fixed at the upper end of the main square tube, the third connecting angle steel is fixed at the upper end of the node template assembly, and a supporting bulge is arranged on one side, close to the node template assembly, of the main square tube;
the transverse reinforcing back edge is arranged at the upper end of the supporting protrusion and is transversely arranged, and the transverse reinforcing back edge is attached to the side wall of the node formwork assembly.
Preferably, the number of the vertical reinforcing back ridges is not less than two, and each vertical reinforcing back ridge is uniformly arranged on the node template assembly at-mm intervals.
Preferably, the seven-shaped connecting piece comprises a first connecting angle steel, a second connecting angle steel and a supporting angle steel vertically fixed with the first connecting angle steel are arranged on the first connecting angle steel, the first connecting angle steel is installed at the upper end of the node template assembly and connected with the node template assembly, the second connecting angle steel is installed at the upper end of the settlement template assembly and connected with the settlement template assembly, and the supporting angle steel is arranged on one side, far away from the node template assembly, of the settlement template assembly and connected with the side wall of the settlement template assembly.
Preferably, the first connecting angle steel and the second connecting angle steel are both provided with mounting holes, and the diameters of the mounting holes are 16.5 mm.
Preferably, the third angle iron is provided with a fixing hole with the diameter of 16.5mm, and the distance from the center of the fixing hole to the main square pipe is 85 mm.
Preferably, the height difference between the upper end of the node template component and the upper end of the settling template component is 50 mm.
Preferably, the height difference between the first connecting angle steel and the second connecting angle steel is 50mm, and the height difference between the first connecting angle steel and the second connecting angle steel corresponds to the height difference between the node formwork assembly and the settlement formwork assembly.
Preferably, the width of the cross-section dimension of the transverse reinforcing back rib is 60 mm.
Preferably, the distance from the outer edge of the supporting protrusion to the main square pipe is 60 mm.
Compared with the prior art, the utility model has the beneficial effects that:
the transverse reinforcing back edge can be tightly attached to the vertical structure of the node template assembly, and the rigidity of the transverse back edge is good, so that the upper forming effect of the node can be ensured, and the straightness of the upper forming effect of the node is enhanced;
the structure combining the transverse reinforcing back ridges and the vertical reinforcing back ridges enables the rigidity of the upper and lower integral structures of the node template assembly to be stronger, so that the effect of blocking the external expansion of the template at the upper part of the node to a certain degree is brought;
the seven-shaped connecting piece is matched with the arrangement of the transverse reinforcing back ridge, so that the deviation of the suspended mould can be solved to a certain degree;
because the vertical back edges are uniformly arranged, the positions of the transverse back edges can be tightly attached to the node template assemblies, and the forming effect can be uniformly changed at the nodes.
Drawings
Fig. 1 is a schematic structural diagram of a novel aluminum formwork reinforcing system for building settlement nodes.
Fig. 2 is a schematic structural diagram of a node formwork assembly in a novel aluminum formwork reinforcement system for building settlement nodes.
Fig. 3 is a schematic structural diagram of a seven-shaped connecting piece in a novel aluminum formwork reinforcing system for building settlement nodes.
Fig. 4 is a schematic structural view of a support angle steel used in a novel aluminum formwork reinforcement system at a settlement node of a building.
Fig. 5 is a schematic structural view of a vertical reinforcing back ridge in a novel aluminum formwork reinforcing system for building settlement nodes.
Fig. 6 is a schematic structural diagram of a supporting protrusion in a novel aluminum formwork reinforcing system for a settlement joint of a building.
In the figure: 1. a seven-shaped connecting piece; 11. a first connecting angle steel; 12. a second connecting angle steel; 13. supporting angle steel; 2. a settlement template assembly; 3. a node template component; 4. vertically reinforcing the back edge; 41. connecting the square tubes; 42. a third connecting angle steel; 43. A main square pipe; 44. a support boss; 5. and transversely reinforcing the back edge.
Detailed Description
The technical solution in the embodiments of the present invention will be clearly and completely described below with reference to the accompanying drawings in the embodiments of the present invention.
Referring to fig. 1-6, in an embodiment of the present invention, a novel aluminum formwork reinforcing system for a building settlement node includes a node formwork assembly 3, a settlement formwork assembly 2 is disposed on one side of the node formwork assembly 3, and the system further includes;
the seven-shaped connecting piece 1 is arranged at the upper end of the settlement template component 2, is connected with the upper end of the node template component 3 and is used for fixing the settlement template component 2 and the node template component 3;
the seven-shaped connecting piece 1 comprises a first connecting angle steel 11, a second connecting angle steel 12 and a supporting angle steel 13 vertically fixed with the first connecting angle steel 11 are arranged on the first connecting angle steel 11, the first connecting angle steel 11 is installed at the upper end of the node template component 3 and connected with the node template component 3, the second connecting angle steel 12 is installed at the upper end of the settling template component 2 and connected with the settling template component 2, and the supporting angle steel 13 is arranged on one side, far away from the node template component 3, of the settling template component 2 and connected with the side wall of the settling template component 2; the first connecting angle steel 11 and the second connecting angle steel 12 on the seven-shaped connecting piece 1 are used for fixing the node template assembly 3 and the settlement template assembly 2, and the supporting angle steel 13 plays a role in reinforcing and can solve the effect of deviation of the suspended mould to a certain extent by matching with the arrangement of the transverse reinforcing back ridge 5;
the vertical reinforcing back edge 4 comprises a main square pipe 43 arranged on one side of the node template assembly 3, a connecting square pipe 41 with third connecting angle steel 42 is fixed at the upper end of the main square pipe 43, the third connecting angle steel 42 is fixed at the upper end of the node template assembly 3, and a supporting protrusion 44 is arranged on one side, close to the node template assembly 3, of the main square pipe 43;
the transverse reinforcing back edge 5 is arranged at the upper end of the supporting protrusion 44 and is transversely arranged, the transverse reinforcing back edge 5 is attached to the side wall of the node template assembly 3, and the width of the cross section of the transverse reinforcing back edge 5 is 60 mm; the stupefied 5 of the back of the body of transversely consolidating can closely laminate in node template assembly 3's vertical structure department, because the stupefied rigidity of the horizontal back of the body is good, so can guarantee the upper portion shaping effect of node, make the straightness of the shaping effect of node upper portion obtain strengthening, transversely consolidate the stupefied 5 of the back of the body and the structure of the stupefied 4 combinations of the vertical reinforcement back of the body in addition, make node template assembly 3 upper and lower overall structure rigidity stronger, thereby bring the effect that hinders node upper portion template to a certain extent and expand outward.
The number of the vertical reinforcing back ridges 4 is not less than two, each vertical reinforcing back ridge 4 is uniformly arranged on the node template assembly 3 at the interval of 600-800mm, and the distance from the outer edge of the supporting protrusion 44 to the main square pipe 43 is 60 mm; the vertical back ridges are uniformly arranged, so that each position of the transverse back ridge can be tightly attached to the node template assembly 3, and the forming effect is uniformly changed at the node;
the seven-shaped connecting piece 1 comprises a first connecting angle steel 11, a second connecting angle steel 12 and a supporting angle steel 13 vertically fixed with the first connecting angle steel 11 are arranged on the first connecting angle steel 11, the first connecting angle steel 11 is installed at the upper end of the node template component 3 and connected with the node template component 3, the second connecting angle steel 12 is installed at the upper end of the settling template component 2 and connected with the settling template component 2, and the supporting angle steel 13 is arranged on one side, far away from the node template component 3, of the settling template component 2 and connected with the side wall of the settling template component 2; the first connecting angle steel 11 and the second connecting angle steel 12 on the seven-shaped connecting piece 1 are used for fixing the node template assembly 3 and the settlement template assembly 2, and the supporting angle steel 13 plays a role in reinforcing and can solve the effect of deviation of the suspended mould to a certain extent by matching with the arrangement of the transverse reinforcing back ridge 5;
mounting holes are formed in the first connecting angle steel 11 and the second connecting angle steel 12, and the diameter of each mounting hole is 16.5 mm; the third angle steel 42 is provided with a fixing hole with a diameter of 16.5mm, and the distance from the center of the fixing hole to the main square pipe 43 is 85 mm.
The height difference between the upper end of the node template component 3 and the upper end of the settlement template component 2 is 50 mm; the height difference between the first connecting angle steel 11 and the second connecting angle steel 12 is 50mm, and the height difference between the first connecting angle steel 11 and the second connecting angle steel 12 corresponds to the height difference between the node formwork assembly 3 and the settlement formwork assembly 2.
The working principle of the utility model is as follows: assembling connecting bolts in mounting holes of first connecting angle steels 11 on the seven-shaped connecting piece 1, fixing the connecting bolts at the upper end of the node template assembly 3 through the connecting bolts, assembling connecting bolts in mounting holes of second connecting angle steels 12, fixing the second connecting angle steels 12 at the upper end of the settlement template assembly 2 through the connecting bolts, enabling support angle steels 13 to cling to the side wall of the settlement template assembly 2, and enabling transverse reinforcing back ridges 5 to be mounted at the upper ends of the support bulges 44 and cling to the side wall of the node template assembly 3; the seven-shaped connecting piece 1 is matched with the transverse reinforcing back ridge 5, so that the effect of deviation of the suspended formwork can be solved to a certain extent, and the stability of the building formwork during use is improved.
It will be evident to those skilled in the art that the utility model is not limited to the details of the foregoing illustrative embodiments, and that the present invention may be embodied in other specific forms without departing from the spirit or essential attributes thereof.
Claims (9)
1. The utility model provides a novel aluminum mould board reinforcerment system for building subsides node, includes node template subassembly (3), and node template subassembly (3) one side is equipped with subsides template subassembly (2), its characterized in that still includes:
the seven-shaped connecting piece (1) is arranged at the upper end of the sedimentation template component (2), is connected with the upper end of the node template component (3), and is used for fixing the sedimentation template component (2) and the node template component (3);
the vertical reinforcing back edge (4) comprises a main square pipe (43) arranged on one side of the node template assembly (3), a connecting square pipe (41) with a third connecting angle steel (42) is fixed at the upper end of the main square pipe (43), the third connecting angle steel (42) is fixed at the upper end of the node template assembly (3), and a supporting bulge (44) is arranged on one side, close to the node template assembly (3), of the main square pipe (43);
the reinforcing structure is characterized in that the reinforcing structure is transversely reinforced to the back edge (5) and is transversely placed at the upper end of the supporting protrusion (44), and the reinforcing structure is transversely reinforced to the back edge (5) and is attached to the side wall of the node template assembly (3).
2. The novel aluminum formwork reinforcing system for building settlement nodes is characterized in that the number of the vertical reinforcing back ridges (4) is not less than two, and the vertical reinforcing back ridges (4) are uniformly arranged on the node formwork assembly (3) at intervals of 600 mm and 800 mm.
3. The novel aluminum formwork reinforcement system for building settlement nodes is characterized in that the seven-shaped connecting piece (1) comprises first connecting angle steel (11), second connecting angle steel (12) and support angle steel (13) vertically fixed with the first connecting angle steel (11) are arranged on the first connecting angle steel (11), the first connecting angle steel (11) is installed at the upper end of the node formwork assembly (3) and connected with the node formwork assembly (3), the second connecting angle steel (12) is installed at the upper end of the settlement formwork assembly (2) and connected with the settlement formwork assembly (2), and the support angle steel (13) is arranged on one side, away from the node formwork assembly (3), of the settlement formwork assembly (2) and connected with the side wall of the settlement formwork assembly (2).
4. The novel aluminum formwork reinforcement system for building settlement nodes is characterized in that the first connecting angle steel (11) and the second connecting angle steel (12) are provided with mounting holes, and the diameter of each mounting hole is 16.5 mm.
5. The novel aluminum formwork reinforcing system for building settlement nodes is characterized in that fixing holes with the diameter of 16.5mm are formed in the third connecting angle steel (42), and the distance from the center of each fixing hole to a main square pipe (43) is 85 mm.
6. The novel aluminum formwork reinforcement system for building settlement nodes of claim 1, wherein the height difference between the upper end of the node formwork assembly (3) and the upper end of the settlement formwork assembly (2) is 50 mm.
7. The novel aluminum formwork reinforcement system for building settlement nodes is characterized in that the height difference between the first connecting angle steel (11) and the second connecting angle steel (12) is 50mm, and the height difference between the first connecting angle steel (11) and the second connecting angle steel (12) corresponds to the height difference between the node formwork assembly (3) and the settlement formwork assembly (2).
8. The new aluminum formwork reinforcement system for building settlement joints as claimed in claim 1, wherein the cross sectional dimension width of the transverse reinforcement back ridge (5) is 60 mm.
9. The reinforcing system of the aluminum formwork for building settlement joints as claimed in claim 1, wherein the distance from the outer edge of the supporting protrusion (44) to the main pipe (43) is 60 mm.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202121551787.2U CN215407436U (en) | 2021-07-08 | 2021-07-08 | A novel aluminum mould board reinforcerment system for building subside node |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202121551787.2U CN215407436U (en) | 2021-07-08 | 2021-07-08 | A novel aluminum mould board reinforcerment system for building subside node |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN215407436U true CN215407436U (en) | 2022-01-04 |
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ID=79647899
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202121551787.2U Expired - Fee Related CN215407436U (en) | 2021-07-08 | 2021-07-08 | A novel aluminum mould board reinforcerment system for building subside node |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN215407436U (en) |
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2021
- 2021-07-08 CN CN202121551787.2U patent/CN215407436U/en not_active Expired - Fee Related
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| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20220104 |