CN216238616U - Bearing platform precast concrete template structure - Google Patents
Bearing platform precast concrete template structure Download PDFInfo
- Publication number
- CN216238616U CN216238616U CN202122791966.XU CN202122791966U CN216238616U CN 216238616 U CN216238616 U CN 216238616U CN 202122791966 U CN202122791966 U CN 202122791966U CN 216238616 U CN216238616 U CN 216238616U
- Authority
- CN
- China
- Prior art keywords
- plates
- main
- fixedly connected
- plate
- supporting leg
- 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.)
- Expired - Fee Related
Links
- 239000011178 precast concrete Substances 0.000 title claims abstract description 21
- 230000003014 reinforcing effect Effects 0.000 claims description 34
- 238000010276 construction Methods 0.000 claims description 2
- 239000004567 concrete Substances 0.000 description 5
- 238000009415 formwork Methods 0.000 description 3
- 238000004519 manufacturing process Methods 0.000 description 2
- 230000009286 beneficial effect Effects 0.000 description 1
- 239000011449 brick Substances 0.000 description 1
- 210000002421 cell wall Anatomy 0.000 description 1
- 230000007547 defect Effects 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 238000009417 prefabrication Methods 0.000 description 1
- 230000001681 protective effect Effects 0.000 description 1
- 239000011150 reinforced concrete Substances 0.000 description 1
- 238000006467 substitution reaction Methods 0.000 description 1
Images
Abstract
The utility model relates to a building templates technical field, and a cushion cap precast concrete template structure is disclosed, including two main curb plates and two vice curb plates, two vice curb plates all are connected with splicing mechanism and are connected with two main curb plates through splicing mechanism, the equal two sets of connecting blocks of lateral wall of the opposite one side of two main curb plates and the equal fixedly connected with of lateral wall of the opposite one side of two vice curb plates, it rotates through the pin rod jointly to be connected with the supporting leg between two connecting blocks of same group, the below of every supporting leg all is equipped with the footing, the equal fixedly connected with expansion plate in upper end of every footing, the groove of accomodating that matches mutually with the expansion plate is all seted up to the lower extreme of every supporting leg, every expansion plate all is connected with locking mechanism and is connected with the homonymy supporting leg through locking mechanism. This application can strengthen the support to the template lateral wall, avoids the phenomenon that the slope or warp to appear in the template lateral wall as far as possible, improves the quality of cushion cap preparation, and the concatenation is convenient simultaneously.
Description
Technical Field
The application relates to the technical field of building templates, especially, relate to a cushion cap precast concrete template structure.
Background
The bearing platform refers to a reinforced concrete platform which is used for bearing and distributing load transmitted by a pier body and is arranged at the top of a pile foundation and used for connecting all pile tops, and the traditional method generally adopts a brick bed mould to manufacture the bearing platform, but the bearing platform has more defects, such as: high labor intensity and low production efficiency.
At present, after a concrete template for bearing platform prefabrication is assembled, along with the pouring of concrete, the pressure borne by the side wall of the template is large, so that the phenomenon that the side wall of the template slightly inclines or deforms is easily caused, and the quality of a subsequently prepared bearing platform can be influenced, therefore, the bearing platform precast concrete template structure is provided.
SUMMERY OF THE UTILITY MODEL
The application aims to solve the problems that in the prior art, along with the pouring of concrete, the pressure borne by the side wall of the formwork is large, the side wall of the formwork is prone to slightly inclining or deforming, and the quality of a subsequently prepared bearing platform can be affected, and the bearing platform precast concrete formwork structure is provided.
In order to achieve the purpose, the following technical scheme is adopted in the application:
the utility model provides a cushion cap precast concrete template structure, includes two main curb plates and two vice curb plates, two vice curb plate all is connected with concatenation mechanism and is connected with two main side plates through concatenation mechanism, two the equal two sets of connecting blocks of lateral wall of the opposite one side of main curb plate and the equal fixedly connected with of lateral wall of the opposite one side of two vice curb plates, two with organizing jointly rotate through the pin rod between the connecting block and be connected with the supporting leg, every the below of supporting leg all is equipped with the footing, every the equal fixedly connected with expansion plate in upper end of footing, every the groove of accomodating that matches mutually with the expansion plate is all seted up to the lower extreme of supporting leg, every the expansion plate all is connected with locking mechanism and is connected with the homonymy supporting leg through locking mechanism.
Preferably, every splicing mechanism all includes two bar picture pegs and two sets of locking bolt, two the lateral wall of bar picture peg is respectively with two side fixed connection that vice curb plate deviates from each other, two the lateral wall of one side in opposite directions of main curb plate all seted up with bar picture peg assorted bar slot, two sets of locking bolt's pole wall respectively with the lateral wall threaded connection of two main curb plates, two a set of and locking bolt assorted screw hole has all been seted up to the lateral wall of bar picture peg.
Preferably, the middle positions of the side walls on the opposite sides of the two main side plates are fixedly connected with a horizontally arranged main reinforcing plate, and the middle positions of the side walls on the opposite sides of the two auxiliary side plates are fixedly connected with horizontally arranged auxiliary reinforcing plates.
Preferably, two the equal fixedly connected with of lateral wall of main reinforcing plate a set of main baffle, it is two sets of the lateral wall of main baffle all with the lateral wall fixed connection of homonymy owner curb plate, two the equal fixedly connected with of lateral wall of vice reinforcing plate a set of vice baffle, it is two sets of the lateral wall of vice baffle all with the lateral wall fixed connection of the vice curb plate of homonymy.
Preferably, every locking mechanism all includes check lock lever and lock nut, the one end fixed setting of footing is kept away from to the lateral wall of check lock lever and expansion plate, the cell wall of accomodating the groove seted up with check lock lever assorted bar hole, lock nut's inner wall and the pole wall threaded connection of check lock lever.
Preferably, every the footing is kept away from the mounting panel that the equal fixedly connected with slope of one end of homonymy supporting leg set up, every a set of mounting hole has all been seted up to the upper end of mounting panel.
Preferably, two the vice reinforcing plate all is higher than main reinforcing plate setting, two the equal fixedly connected with two cylinders of lower extreme of vice reinforcing plate, two the round hole with cylinder assorted has all been seted up to the upper end of main reinforcing plate.
Preferably, each rod wall of the locking rod is movably sleeved with a non-slip pad, and each non-slip pad is arranged between the locking nut on the same side and the supporting leg on the same side.
Compared with the prior art, the application provides a cushion cap precast concrete template structure, possesses following beneficial effect:
1. this cushion cap precast concrete template structure, through mutually supporting of two master side boards, two vice curb plates, eight group's connecting blocks, eight supporting legs, eight footing and eight expansion plates that are equipped with, can regard as cushion cap precast concrete template to use to after the template assembly is accomplished, can strengthen the support to the template lateral wall, avoid the phenomenon of slope or deformation to appear in the template lateral wall as far as possible, improve the quality of cushion cap preparation.
2. This cushion cap precast concrete template structure through the concatenation mechanism that is equipped with, can be convenient for two main curb plates and two be connected between the vice curb plate fixed, through mutually supporting of two main reinforcing plates and two vice reinforcing plates that are equipped with, appear the bulging mould phenomenon when can avoiding concrete placement as far as possible.
The part that does not relate to in the device all is the same with prior art or can adopt prior art to realize, and this application can strengthen the support to the template lateral wall, avoids the phenomenon that the template lateral wall appears the slope or warp as far as possible, improves the quality of cushion cap preparation, and the concatenation is convenient simultaneously.
Drawings
FIG. 1 is a schematic structural view of a precast concrete form construction for a cap proposed by the present application;
FIG. 2 is a schematic top view of the two main side plates and the two sub side plates in FIG. 1;
fig. 3 is an enlarged view of a portion a of fig. 1.
In the figure: 1 main side board, 2 vice curb plates, 3 connecting blocks, 4 supporting legs, 5 footing, 6 expansion plates, 7 bar picture peg, 8 locking bolts, 9 main reinforcing plates, 10 vice reinforcing plates, 11 main baffle, 12 vice baffle, 13 check bars, 14 lock nut, 15 mounting panels, 16 cylinders, 17 slipmats.
Detailed Description
The technical solutions in the embodiments of the present application will be clearly and completely described below with reference to the drawings in the embodiments of the present application, and it is obvious that the described embodiments are only a part of the embodiments of the present application, and not all of the embodiments.
Referring to fig. 1-2, a cushion cap precast concrete template structure, including two main curb plates 1 and two vice curb plates 2, the equal fixed connection of the lateral wall intermediate position of the opposite side of two main curb plates 1 has main reinforcing plate 9 that the level set up, the equal fixed connection of the lateral wall intermediate position of the opposite side of two vice curb plates 2 has vice reinforcing plate 10 that the level set up, through main reinforcing plate 9, can strengthen the intermediate position of two main curb plates 1, through two vice reinforcing plates 10, can strengthen the intermediate position of two vice curb plates 2, appear the drum mould phenomenon when avoiding concrete placement as far as possible.
Specifically, referring to fig. 1-3, a set of main baffle 11 of the equal fixedly connected with of lateral wall of two main reinforcing plates 9, the lateral wall of two sets of main baffle 11 all with the lateral wall fixed connection of homonymy owner curb plate 1, the equal fixedly connected with of lateral wall of two vice reinforcing plates 10 a set of vice baffle 12, the lateral wall of two sets of vice baffle 12 all with the lateral wall fixed connection of homonymy vice curb plate 2, can improve the enhancement protective area of two main reinforcing plates 9 and two vice reinforcing plates 10, improve the guard effect, two vice reinforcing plates 10 all are higher than main reinforcing plate 9 and set up, two cylinders 16 of the equal fixedly connected with of lower extreme of two vice reinforcing plates 10, two and cylinder 16 assorted round holes have all been seted up to the upper end of two main reinforcing plates 9, through cylinder 16, can increase the structural stability of being connected each other of vice reinforcing plate 10 and two main reinforcing plates 9.
Specifically, referring to fig. 1-2, two auxiliary side plates 2 are connected with a splicing mechanism and connected with two main side plates 1 through the splicing mechanism, each splicing mechanism comprises two strip-shaped inserting plates 7 and two groups of locking bolts 8, the side walls of the two strip-shaped inserting plates 7 are respectively fixedly connected with two side edges of the auxiliary side plates 2 which are deviated from each other, the side walls of the two main side plates 1 on the opposite sides are respectively provided with strip-shaped inserting grooves matched with the strip-shaped inserting plates 7, the rod walls of the two groups of locking bolts 8 are respectively in threaded connection with the side walls of the two main side plates 1, the side walls of the two strip-shaped inserting plates 7 are respectively provided with a group of threaded holes matched with the locking bolts 8, when splicing, the two auxiliary side plates 2 are arranged between the two main side plates 1, and two strip-shaped inserting plates 7 at the same side are inserted into the corresponding strip-shaped slots and are locked and fixed through locking bolts 8, and splicing can be completed.
Specifically, referring to fig. 1-2, the lateral wall of the opposite side of two main curb plates 1 and the equal two sets of connecting blocks of fixedly connected with of lateral wall of the opposite side of two vice curb plates 2 3, it is connected with supporting leg 4 to rotate through the pin rod jointly between two connecting blocks 3 of the same group, every supporting leg 4's below all is equipped with footing 5, every footing 5 keeps away from the mounting panel 15 that the equal fixedly connected with of one end of homonymy supporting leg 4 inclines to set up, a set of mounting hole has all been seted up to the upper end of every mounting panel 15, mounting panel 15 can increase the area of contact of footing 5 and ground, the mounting hole is convenient for fix footing 5.
Specifically, referring to fig. 1-3, the upper end of each footing 5 is fixedly connected with a retractable plate 6, the lower end of each supporting leg 4 is provided with a containing groove matched with the retractable plate 6, each retractable plate 6 is connected with a locking mechanism and is connected with the supporting leg 4 on the same side through the locking mechanism, each locking mechanism comprises a locking rod 13 and a locking nut 14, the locking rod 13 and one end of the side wall of the retractable plate 6, which is far away from the footing 5, are fixedly arranged, the groove wall of the containing groove is provided with a strip-shaped hole matched with the locking rod 13, the inner wall of the locking nut 14 is in threaded connection with the rod wall of the locking rod 13, after the retractable plate 6 is pulled out, the locking nut 14 is screwed until the locking nut 14 abuts against the side wall of the supporting leg 4, so that the locking and fixing of the retractable plate 6 can be completed, the rod wall of each locking rod 13 is movably sleeved with a non-slip mat 17 on the same side, each non-slip mat 17 is arranged between the locking nut 14 and the supporting leg 4 on the same side, the friction force between the locked locking nut 14 and the side wall of the supporting leg 4 can be improved, and the locking stability is improved.
In this application, during the use, with two main curb plates 1 and the installation of two vice curb plates 2 concatenations, through two connecting blocks 3 and the pin rod of organizing together, can make supporting leg 4 rotatory suitable angle, through expansion plate 6, can pull out footing 5, contact with ground until footing 5, twist lock nut 14 this moment, offset until lock nut 14 and supporting leg 4's lateral wall, can accomplish the locking fixed to expansion plate 6, thereby can be through footing 5, expansion plate 6 and supporting leg 4's cooperation, can strengthen the support steadily to main curb plate 1 and vice curb plate 2's lateral wall.
The above description is only for the preferred embodiments of the present application, but the scope of the present application is not limited thereto, and any person skilled in the art should be considered to be within the scope of the present application, and all equivalent substitutions and changes according to the technical solutions and the inventive concepts of the present application should be covered by the scope of the present application.
Claims (8)
1. A precast concrete template structure of a bearing platform comprises two main side plates (1) and two auxiliary side plates (2), its characterized in that, two vice curb plate (2) all are connected with the concatenation mechanism and are connected, two through concatenation mechanism and two main curb plate (1) the lateral wall of main curb plate (1) opposite one side and two sets of connecting blocks (3) of the equal fixedly connected with of lateral wall of two vice curb plate (2) opposite one side, two on the same group rotate through the pin rod jointly between connecting block (3) and be connected with supporting leg (4), every the below of supporting leg (4) all is equipped with footing (5), every the equal fixedly connected with expansion plate (6) in upper end of footing (5), every the lower extreme of supporting leg (4) all seted up with expansion plate (6) assorted accomodate the groove, every expansion plate (6) all are connected with locking mechanism and are connected with supporting leg (4) through locking mechanism.
2. The structure of the bearing platform precast concrete template according to the claim 1, characterized in that each splicing mechanism comprises two strip-shaped inserting plates (7) and two sets of locking bolts (8), two side walls of the strip-shaped inserting plates (7) are respectively fixedly connected with two side edges of the auxiliary side plate (2) which deviate from each other, two side walls of the main side plate (1) facing to one side are respectively provided with a strip-shaped slot matched with the strip-shaped inserting plates (7), two sets of rod walls of the locking bolts (8) are respectively in threaded connection with the side walls of the two main side plates (1), and two side walls of the strip-shaped inserting plates (7) are respectively provided with a set of threaded holes matched with the locking bolts (8).
3. A precast concrete form construction for a cap according to claim 1, characterized in that a horizontally arranged main reinforcing plate (9) is fixedly connected to the middle position of the side wall on the opposite side of the two main side plates (1), and a horizontally arranged auxiliary reinforcing plate (10) is fixedly connected to the middle position of the side wall on the opposite side of the two auxiliary side plates (2).
4. A pile cap precast concrete template structure according to claim 3, characterized in that the side walls of the two main reinforcing plates (9) are fixedly connected with a group of main baffle plates (11), the side walls of the two groups of main baffle plates (11) are fixedly connected with the side walls of the same side main side plate (1), the side walls of the two auxiliary reinforcing plates (10) are fixedly connected with a group of auxiliary baffle plates (12), and the side walls of the two groups of auxiliary baffle plates (12) are fixedly connected with the side walls of the same side auxiliary side plate (2).
5. The structure of the cushion cap precast concrete template according to claim 1, characterized in that each locking mechanism comprises a locking rod (13) and a locking nut (14), the locking rod (13) and one end of the side wall of the expansion plate (6) far away from the bottom foot (5) are fixedly arranged, the groove wall of the accommodating groove is provided with a strip-shaped hole matched with the locking rod (13), and the inner wall of the locking nut (14) is in threaded connection with the rod wall of the locking rod (13).
6. The precast concrete template structure for the bearing platform as recited in claim 1, characterized in that one end of each foot (5) far away from the supporting leg (4) on the same side is fixedly connected with an obliquely arranged mounting plate (15), and the upper end of each mounting plate (15) is provided with a group of mounting holes.
7. The structure of the bearing platform precast concrete template according to the claim 3, characterized in that, two auxiliary reinforcing plates (10) are arranged higher than the main reinforcing plate (9), two cylinders (16) are fixedly connected with the lower ends of the two auxiliary reinforcing plates (10), and two round holes matched with the cylinders (16) are opened at the upper ends of the two main reinforcing plates (9).
8. The structure of the bearing platform precast concrete template according to the claim 5, characterized in that the rod wall of each locking rod (13) is movably sleeved with a non-slip mat (17), and each non-slip mat (17) is arranged between the locking nut (14) on the same side and the supporting leg (4) on the same side.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202122791966.XU CN216238616U (en) | 2021-11-16 | 2021-11-16 | Bearing platform precast concrete template structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202122791966.XU CN216238616U (en) | 2021-11-16 | 2021-11-16 | Bearing platform precast concrete template structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN216238616U true CN216238616U (en) | 2022-04-08 |
Family
ID=80941135
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202122791966.XU Expired - Fee Related CN216238616U (en) | 2021-11-16 | 2021-11-16 | Bearing platform precast concrete template structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN216238616U (en) |
-
2021
- 2021-11-16 CN CN202122791966.XU patent/CN216238616U/en not_active Expired - Fee Related
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN216238616U (en) | Bearing platform precast concrete template structure | |
| CN212714951U (en) | A template for cantilever type shore protection barricade | |
| CN215291464U (en) | Detachable locking device of building template | |
| CN215629917U (en) | Combined type reinforcing structure based on building pile foundation | |
| CN214061677U (en) | Prefabricated reinforced concrete basis that can splice | |
| CN213741194U (en) | Gravity type concrete retaining wall template | |
| CN211201150U (en) | Shear wall template structure | |
| CN212534125U (en) | Deep foundation pit waist rail construction design template system | |
| CN210737872U (en) | Novel prefabricated hollow floor reinforcing structure | |
| CN210263383U (en) | Double-concrete-beam and concrete frame column connecting structure for building design | |
| CN112622993A (en) | Prefabricated plate placer of assembly type structure | |
| CN219138344U (en) | Formwork reinforcing structure at plug plate of shear wall | |
| CN217460655U (en) | High slope pile foundation | |
| CN2825835Y (en) | Construction concrete structure mould support | |
| CN219471620U (en) | Wall reinforcing structure for industrial building | |
| CN220847580U (en) | Auxiliary device is pour to foundation ditch crown beam | |
| CN216782198U (en) | Shear wall mold | |
| CN219450806U (en) | Reinforced structure of retaining wall steel form | |
| CN203308066U (en) | Support device for fabricated concrete | |
| CN215052816U (en) | Pedal locking mechanism of offshore steel structure platform | |
| CN219138419U (en) | Temporary hinged support for single-side hydraulic jacking construction of large-span arch net shell | |
| CN216194891U (en) | Combined type tower machine foundation structure | |
| CN219175019U (en) | Bridge pier body widening template | |
| CN218028991U (en) | Formwork protection device for construction of independent column | |
| CN220847129U (en) | Folding reinforcing tool for bridge deck pavement side mold of steel-concrete composite beam |
Legal Events
| 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: 20220408 |