CN221193339U - Bearing platform pouring template - Google Patents
Bearing platform pouring template Download PDFInfo
- Publication number
- CN221193339U CN221193339U CN202322963284.1U CN202322963284U CN221193339U CN 221193339 U CN221193339 U CN 221193339U CN 202322963284 U CN202322963284 U CN 202322963284U CN 221193339 U CN221193339 U CN 221193339U
- Authority
- CN
- China
- Prior art keywords
- plates
- template
- pressing plate
- baffle
- steel
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Active
Links
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 48
- 239000010959 steel Substances 0.000 claims abstract description 48
- 230000000712 assembly Effects 0.000 claims abstract description 26
- 238000000429 assembly Methods 0.000 claims abstract description 26
- 238000005452 bending Methods 0.000 claims abstract description 26
- 238000003825 pressing Methods 0.000 claims abstract description 26
- 230000000149 penetrating effect Effects 0.000 claims abstract description 6
- 238000005266 casting Methods 0.000 claims description 5
- 238000003780 insertion Methods 0.000 claims description 4
- 230000037431 insertion Effects 0.000 claims description 4
- 238000009415 formwork Methods 0.000 claims 6
- 239000004567 concrete Substances 0.000 abstract description 12
- 230000007547 defect Effects 0.000 abstract description 4
- 230000008093 supporting effect Effects 0.000 abstract description 3
- 238000001125 extrusion Methods 0.000 description 4
- 238000000034 method Methods 0.000 description 3
- 238000009434 installation Methods 0.000 description 2
- 230000009286 beneficial effect Effects 0.000 description 1
- 238000010276 construction Methods 0.000 description 1
- 239000013013 elastic material Substances 0.000 description 1
- 238000011065 in-situ storage Methods 0.000 description 1
- 238000010030 laminating Methods 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 239000011150 reinforced concrete Substances 0.000 description 1
- 238000005728 strengthening Methods 0.000 description 1
- 238000006467 substitution reaction Methods 0.000 description 1
- 239000002023 wood Substances 0.000 description 1
Landscapes
- Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
Abstract
The utility model discloses a bearing platform pouring template, which comprises four mutually perpendicular steel plates surrounding a rectangular cavity, wherein four groups of template assemblies are respectively arranged at adjacent corners between every two of the four steel plates, and one group of template assemblies consists of a plurality of template assemblies which are mutually vertically spliced and bolt rods penetrating through the template assemblies; the template assembly comprises bending plates, two baffle plates, a pad plug and a pressing plate, wherein the bending plates are connected with each other vertically, the baffle plates are fixed on one sides, away from each other, of the two bending plates, the pad plug and the pressing plate are arranged on one side, close to the steel plate, of the baffle plates, and clamping teeth are arranged on one side, close to the steel plate, of the pressing plate, and the clamping teeth are formed on one side, close to the steel plate, of the pressing plate. According to the utility model, the integral arrangement of the corner structure and the supporting structure in the pouring template is adopted, so that the defect that the steel plate joint at the vertical corner in the traditional pouring template is large and concrete is easy to leak is avoided.
Description
Technical Field
The utility model relates to the technical field of concrete pouring templates, in particular to a bearing platform pouring template.
Background
The bearing platform is a reinforced concrete platform which is arranged at the top of the pile foundation and is connected with the pile tops for bearing and distributing the load transmitted by the pier shaft, is generally formed by casting in situ, and is mainly formed by enclosing a wood board or a steel board into a cavity template which needs to be cast by an operator, and then pouring concrete into the template to form the concrete platform.
In the construction process of the bearing platform, the bearing platform is mainly in a cube structure, and the joints of the steel plates at the four corners are mutually perpendicular and attached, so that stress concentration at the corners is easily caused by extrusion of concrete in the process of pouring concrete, the joints of the corners of the steel plates are deformed, and the risk of leakage at the joints of the corners of the steel plates is further caused.
Disclosure of utility model
The utility model aims at: in order to solve the problem that the joint of the steel plate in the bearing platform pouring template is easy to leak after extrusion, the bearing platform pouring template is provided.
In order to achieve the above purpose, the present utility model adopts the following technical scheme:
The bearing platform pouring template comprises four steel plates which are mutually perpendicular and surround to form a rectangular cavity, four groups of template assemblies are respectively arranged at adjacent corners between every two of the four steel plates, and one group of template assemblies consists of a plurality of template assemblies which are mutually vertically spliced and bolt rods penetrating through the template assemblies;
The template assembly comprises bending plates, two baffle plates, a pad plug and a pressing plate, wherein the bending plates are connected with each other vertically, the baffle plates are fixed on one sides, away from each other, of the two bending plates, the pad plug and the pressing plate are arranged on one side, close to the steel plate, of the baffle plates, and clamping teeth are arranged on one side, close to the steel plate, of the pressing plate, and the clamping teeth are formed on one side, close to the steel plate, of the pressing plate.
As a further description of the above technical solution:
the upper embedded blocks are fixed at the top ends of the two bending plates, and the bottom ends of the two bending plates are provided with lower embedded grooves matched with the upper embedded blocks for insertion.
As a further description of the above technical solution:
a plurality of parallel equally distributed rib plates are connected between the two baffles, and the rib plates are integrally fixed with the outer sides of the two bending plates respectively.
As a further description of the above technical solution:
The template assembly is characterized in that a plurality of rib plates and an upper embedded block on the template assembly are provided with bolt holes matched with the bolt rods for insertion.
As a further description of the above technical solution:
The baffle is provided with a screw in a screwed mode, and the extending end of the screw penetrating through the baffle penetrates through the pad plug and is abutted to the pressing plate.
As a further description of the above technical solution:
The baffle is provided with a screw hole for the screw thread screwing installation of the matched screw, the pad plug is provided with a through hole for the matched screw to penetrate, and one side of the pressing plate, which is attached to the pad plug, is provided with an inner groove for the matched pressing plate to abut against.
In summary, due to the adoption of the technical scheme, the beneficial effects of the utility model are as follows:
1. According to the utility model, the integrated arrangement of the corner structure and the supporting structure in the casting template is adopted, a plurality of template components are mutually spliced to form a vertical corner structure, and simultaneously, a supporting effect is formed on the steel plate, so that the support is formed on the outer side of the steel plate, the vertical corner between the steel plates is converted into the parallel joint between the steel plate and the template components, and the defect that the steel plate joint at the vertical corner is large and concrete is easy to leak in the traditional casting template is avoided.
Drawings
Fig. 1 shows a schematic overall perspective view provided according to an embodiment of the present utility model;
FIG. 2 is a schematic view showing an inner side structure of a stencil assembly according to an embodiment of the present utility model;
FIG. 3 is a schematic view showing an outer side structure of a stencil assembly according to an embodiment of the present utility model;
FIG. 4 illustrates an exploded view of the internal structure of a stencil assembly provided in accordance with an embodiment of the present utility model;
fig. 5 shows an exploded view of the outside structure of a stencil assembly provided in accordance with an embodiment of the present utility model.
Legend description:
1. A stencil assembly; 11. a bending plate; 111. an upper slug; 112. a bolt hole; 113. rib plates; 114. a lower caulking groove; 12. a baffle; 121. a screw hole; 122. a screw; 13. a pad plug; 131. a through hole; 14. a pressing plate; 141. latch teeth; 142. an inner groove; 2. a steel plate; 3. a latch rod.
Detailed Description
The following description of the embodiments of the present utility model will be made clearly and completely with reference to the accompanying drawings, in which it is apparent that the embodiments described are only some embodiments of the present utility model, but not all embodiments. All other embodiments, which can be made by those skilled in the art based on the embodiments of the utility model without making any inventive effort, are intended to be within the scope of the utility model.
Referring to fig. 1-5, the present utility model provides a technical solution: the bearing platform pouring template comprises four steel plates 2 which are mutually perpendicular and surround to form a rectangular cavity, four groups of template assemblies 1 are respectively arranged at adjacent corners between every two of the four steel plates 2, and one group of template assemblies 1 consists of a plurality of template assemblies 1 which are mutually vertically spliced and bolt rods 3 penetrating through the template assemblies 1;
The four groups of template assemblies 1 are respectively arranged at corner gaps among the four steel plates 2, so that the four steel plates 2 and the four groups of template assemblies 1 are mutually spliced to form a complete rectangular cavity, the four groups of template assemblies are used for bearing platform pouring, the bolt rods 3 are arranged to mutually penetrate and fixedly connect a plurality of vertically distributed template assemblies 1 in one group of template assemblies 1, so that deflection dislocation is avoided among the plurality of template assemblies 1, and the bolt rods 3 are used to be connected with the ground in an inserting mode, so that the bolt rods 3 are fixed on the ground, movement of a single group of template assemblies 1 after being pushed by the steel plates 2 is avoided, the four groups of template assemblies 1 support the four steel plates 2, and deflection of the steel plates 2 due to pushing of concrete is avoided when filling concrete is poured in the cavity in the middle of the four steel plates 2;
Meanwhile, the corner joints among the four steel plates 2 are blocked through the four groups of template assemblies 1, the defect that concrete leaks at the joint gaps among the steel plates 2 is reduced, and meanwhile, the steel plates 2 and the template assemblies 1 are in parallel fit contact installation, so that the problem that the vertical joint is difficult to block is avoided.
The template assembly 1 comprises bending plates 11 which are mutually and vertically connected, a baffle 12 with one side, away from each other, of the two bending plates 11 fixed, a cushion plug 13 and a pressing plate 14 which are arranged on one side, close to the steel plate 2, of the baffle 12, and a latch 141 is arranged on one side, close to the steel plate 2, of the pressing plate 14;
Wherein, two board 11 integrated into one piece of bending are connected for perpendicular department of bending on the template subassembly 1 avoids producing the gap, avoids perpendicular seam crossing to produce the defect of revealing concrete, and baffle 12 passes through pad 12 and clamp plate 14 and steel sheet 2 laminating butt, and board 11 of bending and the coincidence of steel sheet 2 inner wall, make four steel sheets 2 and four cavity department lateral walls that form between the template subassembly 1 of group smooth, reduce the operation of repairing the cushion cap structure after pouring, latch 141 is used for receiving in the embedding steel sheet after the extrusion, reduces the slip that produces between steel sheet and the clamp plate 14.
Specifically, as shown in fig. 2 and 3, the top ends of the two bending plates 11 are fixed with upper embedded blocks 111, and the bottom ends of the two bending plates 11 are provided with lower embedded grooves 114 which are matched with the upper embedded blocks 111 in an inserting manner;
a plurality of parallel equally-distributed rib plates 113 are connected between the two baffles 12, and the rib plates 113 are respectively and integrally fixed with the outer sides of the two bending plates 11;
the rib plates 113 and the upper embedded blocks 111 on the template assembly 1 are provided with bolt holes 112 which are matched with the bolt rods 3 for insertion;
Wherein, the grafting setting of last abaculus 111 and lower caulking groove 114 for make convenient grafting alignment between a plurality of template subassemblies 1, the grafting of bolt hole 112 and bolt pole 3 on the rethread floor 113 makes a plurality of template subassemblies 1 form stable bearing structure, and the floor 113 is used for strengthening the structural strength of junction between two bending boards 11, avoids the perpendicular junction of two bending boards 11 to be extruded crooked and fracture.
Specifically, as shown in fig. 4 and 5, a screw 122 is screwed on the baffle 12, and the screw 122 penetrates through the pad 13 at the extending end of the baffle 12 and abuts against the pressing plate 14;
The baffle 12 is provided with a screw hole 121 which is screwed and installed by a matching screw 122, the pad plug 13 is provided with a through hole 131 which is penetrated by the matching screw 122, and one side of the pressing plate 14, which is attached to the pad plug 13, is provided with an inner groove 142 which is abutted by the matching pressing plate 14;
The screw 122 is configured to rotate in the screw hole 121 to push the pressing plate 14 to approach the steel plate 2 and generate extrusion, so that the latch 141 on the pressing plate 14 is embedded into the surface of the steel plate 2, and meanwhile, the interval between the pressing plate 14 and the baffle 12 is adjusted, so that the steel plate 2 and the bending plate 11 are kept flush, the cushion plug 13 is made of an elastic material and is used for filling a gap between the baffle 12 and the pressing plate 14, and the gap between the steel plate 2 and the template assembly 1 is reduced, so that leakage of concrete in the whole bearing platform pouring process is reduced.
The foregoing is only a preferred embodiment of the present utility model, but the scope of the present utility model is not limited thereto, and any person skilled in the art, who is within the scope of the present utility model, should make equivalent substitutions or modifications according to the technical scheme of the present utility model and the inventive concept thereof, and should be covered by the scope of the present utility model.
Claims (6)
1. The bearing platform pouring template comprises four steel plates (2) which are mutually perpendicular and surround to form a rectangular cavity, and is characterized in that four groups of template assemblies (1) are respectively arranged at adjacent corners of the four steel plates (2), and one group of template assemblies (1) consists of a plurality of template assemblies (1) which are mutually vertically spliced and bolt rods (3) penetrating through the template assemblies (1);
the template assembly (1) comprises bending plates (11) which are connected vertically, two baffle plates (12) which are fixed on one sides of the bending plates (11) which are far away from each other, and a pad plug (13) and a pressing plate (14) which are arranged on one side of the baffle plates (12) which is close to the steel plate (2), wherein a latch (141) is arranged on one side of the pressing plate (14) which is attached to the steel plate (2).
2. A bearing platform pouring formwork according to claim 1, wherein the top ends of the two bending plates (11) are fixed with upper embedded blocks (111), and the bottom ends of the two bending plates (11) are provided with lower embedded grooves (114) which are matched with the upper embedded blocks (111) in an inserting mode.
3. A pouring formwork for bearing platforms according to claim 2, wherein a plurality of parallel equally spaced rib plates (113) are connected between two baffle plates (12), and the rib plates (113) are respectively and integrally fixed with the outer sides of two bending plates (11).
4. A platform casting formwork according to claim 3, wherein the plurality of ribs (113) and the upper inserts (111) on the formwork assembly (1) are provided with pin holes (112) for the insertion of pin bars (3).
5. A table casting formwork according to claim 1, wherein the baffle (12) is screwed with a screw (122), and the screw (122) penetrates through the pad (13) and abuts against the pressing plate (14) at the extending end of the baffle (12).
6. The bearing platform pouring formwork of claim 5, wherein the baffle (12) is provided with a screw hole (121) for installing a matching screw (122) in a screwed mode, the cushion plug (13) is provided with a through hole (131) for penetrating the matching screw (122), and one side of the pressing plate (14) attached to the cushion plug (13) is provided with an inner groove (142) for being abutted by the pressing plate (14).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202322963284.1U CN221193339U (en) | 2023-11-02 | 2023-11-02 | Bearing platform pouring template |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202322963284.1U CN221193339U (en) | 2023-11-02 | 2023-11-02 | Bearing platform pouring template |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN221193339U true CN221193339U (en) | 2024-06-21 |
Family
ID=91516892
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202322963284.1U Active CN221193339U (en) | 2023-11-02 | 2023-11-02 | Bearing platform pouring template |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN221193339U (en) |
-
2023
- 2023-11-02 CN CN202322963284.1U patent/CN221193339U/en active Active
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN211523614U (en) | Connection structure of assembled shear force wall | |
| CN210712907U (en) | Column base connecting and fixing structure | |
| CN110067383B (en) | Closely knit type composite form of construction beam column concrete placement | |
| CN221193339U (en) | Bearing platform pouring template | |
| CN114856060B (en) | Connecting device and method for assembled floor slab | |
| CN214061677U (en) | Prefabricated reinforced concrete basis that can splice | |
| CN212453255U (en) | Quick assembling structure for floor slab | |
| CN209924148U (en) | Assembled wood beam concrete column node | |
| CN112482636A (en) | Underground assembly type station cast-in-place beam formwork-free structure and construction method thereof | |
| CN112554403A (en) | FRP concrete I-shaped combined member and implementation method thereof | |
| CN219569333U (en) | SP board that structural strength is high | |
| CN219343758U (en) | SP board and board end connecting piece for high intensity area | |
| CN214246273U (en) | Cast-in-place roof beam of underground assembly type station exempts from formwork structure | |
| CN219365401U (en) | Shear force wall prefabricated form fixed establishment | |
| CN219528390U (en) | Superimposed sheet clamping device and superimposed sheet braced system | |
| CN214117176U (en) | Prefabricated superimposed sheet of assembled PC | |
| CN220848244U (en) | High-strength assembled floor system | |
| CN218234363U (en) | Side formwork bottom supporting device for external wall column | |
| CN219100544U (en) | Precast concrete assembly stair | |
| CN218090947U (en) | Template system is pour to transfer beam | |
| CN212583255U (en) | Wall construction joint hoisting template | |
| CN218028991U (en) | Formwork protection device for construction of independent column | |
| CN116335341B (en) | Steel-concrete composite beam skeleton assembly and production method thereof | |
| CN215630802U (en) | Prefabricated wallboard and connecting joint of prefabricated wallboard | |
| CN216739205U (en) | Combined arch bridge |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant |