CN214116677U - Large-volume concrete bearing platform formwork structure - Google Patents
Large-volume concrete bearing platform formwork structure Download PDFInfo
- Publication number
- CN214116677U CN214116677U CN202120048326.7U CN202120048326U CN214116677U CN 214116677 U CN214116677 U CN 214116677U CN 202120048326 U CN202120048326 U CN 202120048326U CN 214116677 U CN214116677 U CN 214116677U
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- wood
- splint
- formwork structure
- stupefied
- concrete
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- 239000004567 concrete Substances 0.000 title claims abstract description 47
- 238000009415 formwork Methods 0.000 title claims abstract description 42
- 239000002023 wood Substances 0.000 claims abstract description 46
- 229910000831 Steel Inorganic materials 0.000 claims description 38
- 239000010959 steel Substances 0.000 claims description 38
- 230000003014 reinforcing effect Effects 0.000 claims description 34
- 229910001294 Reinforcing steel Inorganic materials 0.000 claims description 5
- 230000002787 reinforcement Effects 0.000 claims description 4
- 230000000694 effects Effects 0.000 claims description 3
- 239000011111 cardboard Substances 0.000 abstract description 12
- 238000005728 strengthening Methods 0.000 abstract description 5
- 238000010276 construction Methods 0.000 description 4
- 239000002689 soil Substances 0.000 description 2
- 238000003466 welding Methods 0.000 description 2
- 208000004350 Strabismus Diseases 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 238000000465 moulding Methods 0.000 description 1
- 239000011150 reinforced concrete Substances 0.000 description 1
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 1
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Abstract
The utility model belongs to the technical field of building engineering, especially, for bulky concrete cushion cap formwork structure, to current cushion cap formwork structure mostly be not convenient for dismantle after the cushion cap solidifies, and can not carry out firm support to the bottom of cushion cap, lead to the problem of cushion cap bottom unevenness, present following scheme is proposed, and it includes a plurality of concrete piles, concrete pile's the outside is provided with left splint and right splint, the equal fixed mounting in front and back side of left side splint has left engaging lug, the equal fixed mounting in front and back side of right splint has right engaging lug, the equal fixed mounting in the outside of left side splint and right splint has the strengthening rib. The utility model has the advantages of reasonable design, through the cooperation of strengthening rib, left splint and right splint, can support the bottom of cushion cap, through the stupefied cooperation of stupefied and horizontal wood of lead screw, cardboard, vertical wood, can stabilize the plank sheathing, through the cooperation of the backup pad of left splint, right splint and equipment, made things convenient for the dismantlement of formwork structure.
Description
Technical Field
The utility model relates to a building engineering technical field especially relates to bulky concrete cushion cap formwork structure.
Background
The cap is the part of the pile-to-column or pier connection. The bearing platform connects several or even more than ten piles together to form a pile foundation. The bearing platform is divided into a high pile bearing platform and a low pile bearing platform: the low pile cap is generally buried in the soil or partially buried in the soil, the high pile cap is generally exposed out of the ground or water, and the high pile cap is generally used for ports, docks, ocean engineering and bridge engineering. In modern building engineering, the formwork and template building technology for cast-in-place construction is mature, and the molding of reinforced concrete for cast-in-place operation construction is well guaranteed.
However, most of the existing bearing platform formwork structures are inconvenient to disassemble after the bearing platform is solidified, and the bottom of the bearing platform cannot be stably supported, so that the bottom of the bearing platform is uneven, and therefore a large-volume concrete bearing platform formwork structure is proposed to solve the problems.
SUMMERY OF THE UTILITY MODEL
The utility model aims at solving the current cushion cap formwork structure and being not convenient for dismantle after the cushion cap solidifies mostly, and can not carry out firm support to the bottom of cushion cap, lead to the shortcoming of cushion cap bottom unevenness, and the bulky concrete cushion cap formwork structure that proposes.
In order to achieve the above purpose, the utility model adopts the following technical scheme:
a formwork structure of a large-volume concrete bearing platform comprises a plurality of concrete piles, wherein a left clamping plate and a right clamping plate are arranged on the outer side of each concrete pile, a left connecting lug is fixedly mounted on the front side and the rear side of the left clamping plate, a right connecting lug is fixedly mounted on the front side and the rear side of the right clamping plate, reinforcing ribs are fixedly mounted on the outer sides of the left clamping plate and the right clamping plate, a supporting plate is fixedly mounted on the tops of the reinforcing ribs, a reinforcing mesh is movably placed on the top of the supporting plate, a plurality of vertical reinforcing steel bars are fixedly mounted on the top of the reinforcing mesh, a reinforcing cage is movably sleeved on the outer sides of the vertical reinforcing steel bars, a wood formwork is movably sleeved on the outer sides of the reinforcing cage, the wood formwork is fixedly mounted on the top of the supporting plate, a plurality of transverse wood ridges are arranged on the outer side of the wood formwork, and a plurality of vertical wood ridges are arranged on one side of the transverse wood ridges far away from the wood formwork, the wood formwork is provided with a plurality of screw rods, the plurality of transverse wood ridges and the plurality of vertical wood ridges are fixedly installed on the outer side of the wood formwork through the screw rods, and the plurality of vertical wood ridges are fixedly installed on the top of the supporting plate.
Preferably, a plurality of threaded holes are formed in the outer side of the wood formwork, and the lead screws are respectively in threaded sleeve connection in the corresponding threaded holes, so that the lead screws are conveniently in threaded connection with the wood formwork.
Preferably, the cardboard has all been fixed to cover in the outside of a plurality of lead screws, and a plurality of cardboards are stupefied inconsistent with the vertical wood that corresponds respectively, and a plurality of horizontal woods are stupefied and a plurality of vertical wood are stupefied all through the cardboard fixed mounting that corresponds in the outside of plank sheathing, and the convenience is stupefied fixed with vertical wood to horizontal wood.
Preferably, the backup pad includes a plurality of first steel sheets and a plurality of second steel sheet, and a plurality of first steel sheets are all through first bolt fixed mounting on the second steel sheet, make things convenient for the dismouting of backup pad, and it is more convenient to use.
Preferably, the export has all been seted up at the top of a plurality of first steel sheets and a plurality of second steel sheets, and a plurality of concrete piles slide respectively to cup joint in the export that corresponds, conveniently cup joints the outside of a plurality of concrete piles to the backup pad.
Preferably, all be provided with the second bolt on a plurality of left engaging lugs, a plurality of left engaging lugs are respectively through second bolt fixed mounting on the right engaging lug that corresponds, conveniently fix left splint and right splint on the concrete pile.
The utility model discloses in, bulky concrete cushion cap formwork structure, when the construction, through the mode of spot welding the strengthening rib respectively fixed mounting at left splint and right splint, through the second bolt, left splint and right splint fixed mounting are in the outside of concrete pile, according to the diameter size of concrete pile, all set up the export at first steel sheet and second steel sheet top, first steel sheet and second steel sheet lay on the strengthening rib, and cup joint the concrete pile in the export, first steel sheet and second steel sheet are fixed together through first bolt, place the reinforcing bar net that weaves in the backup pad, place the prefabricated steel reinforcement cage on the reinforcing bar net through the loop wheel machine, and pass the vertical reinforcement steel bar through the steel reinforcement cage and weld on the steel bar net;
in the utility model, the massive concrete bearing platform formwork structure, then according to the size of the reinforcing bar net, set up the plank sheathing at the reinforcing bar net, and fix the plank sheathing on the backup pad through the bolt, then set up a plurality of lead screws and cardboard on the plank sheathing, through cardboard and lead screw a plurality of horizontal wood stupexes and a plurality of vertical wood stupexes fixed connection on the plank sheathing, can play the effect of support to the plank sheathing, when avoiding pouring concrete, the plank sheathing squints, influence the quality of bearing platform, then fix the vertical wood stupexes on the backup pad through the bolt, thus make the wooden template fixed more firm;
the utility model has the advantages of reasonable design, through the cooperation of strengthening rib, left splint and right splint, can support the bottom of cushion cap, through the stupefied cooperation of stupefied and horizontal wood of lead screw, cardboard, vertical wood, can stabilize the plank sheathing, through the cooperation of the backup pad of left splint, right splint and equipment, made things convenient for the dismantlement of formwork structure.
Drawings
Fig. 1 is a schematic structural view of a large-volume concrete bearing platform formwork structure provided by the present invention;
fig. 2 is a top view of a mass concrete cap formwork structure provided by the present invention;
fig. 3 is a schematic structural view of a portion a of a large-volume concrete cap formwork structure provided by the present invention;
FIG. 4 is a schematic structural view of the part B of the mass concrete bearing platform formwork structure of the present invention
Fig. 5 is a schematic structural view of a part C of a large-volume concrete cap formwork structure provided by the present invention;
fig. 6 is a top view of the support plate of the mass concrete cap formwork structure of the present invention;
fig. 7 is the utility model provides a bulky concrete cushion cap formwork structure's left splint, right splint, left engaging lug, right engaging lug and the plan view of second bolt.
In the figure: 1. concrete piles; 2. a reinforcement cage; 3. erecting steel bars; 4. a wood template; 5. a right splint; 6. a left splint; 7. a right engaging lug; 8. a second bolt; 9. reinforcing ribs; 10. a support plate; 11. a reinforcing mesh; 12. an outlet; 13. a screw rod; 14. transverse wood ridges; 15. vertical wood ridges; 16. clamping a plate; 17. a left engaging lug; 18. a first steel plate; 19. a second steel plate.
Detailed Description
The technical solutions in the embodiments of the present invention will be described clearly and completely with reference to the accompanying drawings in the embodiments of the present invention, and it is obvious that the described embodiments are only some embodiments of the present invention, not all embodiments.
Referring to fig. 1-7, a large-sized concrete bearing platform formwork structure comprises a plurality of concrete piles 1, a left clamping plate 6 and a right clamping plate 5 are arranged on the outer side of each concrete pile 1, a left connecting lug 17 is fixedly arranged on each of the front side and the rear side of each left clamping plate 6, a right connecting lug 7 is fixedly arranged on each of the front side and the rear side of each right clamping plate 5, reinforcing ribs 9 are fixedly arranged on the outer sides of each left clamping plate 6 and each right clamping plate 5, a supporting plate 10 is fixedly arranged on the tops of the reinforcing ribs 9, a reinforcing mesh 11 is movably arranged on the top of each supporting plate 10, a plurality of vertical steel bars 3 are fixedly arranged on the top of each reinforcing mesh 11, a reinforcing cage 2 is movably sleeved on the outer side of each reinforcing cage 2, a wood formwork 4 is movably sleeved on the outer side of each reinforcing cage 2, the wood formwork 4 is fixedly arranged on the top of each supporting plate 10, a plurality of transverse wood ribs 14 are arranged on the outer side of each wood formwork 4, one side that a plurality of horizontal wooden stupefied 14 keep away from plank sheathing 4 is provided with a plurality of vertical wooden stupefied 15, is provided with a plurality of lead screws 13 on the plank sheathing 4, and a plurality of horizontal wooden stupefied 14 and a plurality of vertical wooden stupefied 15 are all through a plurality of lead screws 13 fixed mounting in the outside of plank sheathing 4, and the equal fixed mounting of a plurality of vertical wooden stupefied 15 is at the top of backup pad 10.
The utility model discloses in, a plurality of screw holes have been seted up in the outside of plank sheathing 4, and a plurality of lead screws 13 respectively the screw cup joint in the screw hole that corresponds, conveniently lead screw 13 threaded connection on plank sheathing 4.
The utility model discloses in, the outside of a plurality of lead screws 13 is all fixed the cover and is connect cardboard 16, and a plurality of cardboards 16 are inconsistent with the stupefied 15 of vertical wood that corresponds respectively, and a plurality of horizontal stupefied 14 of wood and a plurality of stupefied 15 of vertical wood are all through the outside of corresponding cardboard 16 fixed mounting at plank sheathing 4, convenient fixed to stupefied 14 of horizontal wood and the stupefied 15 of vertical wood.
The utility model discloses in, backup pad 10 includes a plurality of first steel sheets 18 and a plurality of second steel sheet 19, and a plurality of first steel sheets 18 all make things convenient for the dismouting of backup pad 10 through first bolt fixed mounting on second steel sheet 19, and it is more convenient to use.
The utility model discloses in, export 12 has all been seted up at a plurality of first steel sheet 18 and a plurality of second steel sheet 19's top, and a plurality of concrete pile 1 slide respectively and cup joint in the export 12 that corresponds, conveniently cup joints the outside of a plurality of concrete pile 1 to backup pad 10.
The utility model discloses in, all be provided with second bolt 8 on a plurality of left engaging lugs 17, a plurality of left engaging lugs 17 are respectively through 8 fixed mounting of second bolt on the right engaging lug 7 that corresponds, conveniently fix left splint 6 and right splint 5 on concrete pile 1.
In the utility model, during construction, the reinforcing ribs 9 are respectively fixedly arranged on the left clamping plate 6 and the right clamping plate 5 by spot welding, the left clamping plate 6 and the right clamping plate 5 are fixedly arranged on the outer side of the concrete pile 1 by the second bolt 8, the top parts of the first steel plate 18 and the second steel plate 19 are respectively provided with the outlet 12 according to the diameter of the concrete pile 1, the first steel plate 18 and the second steel plate 19 are laid on the reinforcing ribs 9 and the concrete pile 1 is sleeved in the outlet 12, the first steel plate 18 and the second steel plate 19 are fixedly connected together by the first bolt, the woven reinforcing mesh 11 is placed on the supporting plate 10, the prefabricated reinforcing cage 2 is placed on the reinforcing mesh 11 by a crane, the vertical reinforcing steel bar 3 passes through the reinforcing mesh 2 and is welded on the reinforcing mesh 11, then the wood template 4 is arranged on the reinforcing mesh 11 according to the size of the reinforcing mesh 11, and the wood template 4 is fixed on the supporting plate 10 by the bolt, then set up a plurality of lead screws 13 and cardboard 16 on the plank sheathing 4, through cardboard 16 and lead screw 13 a plurality of horizontal stupefied 14 and a plurality of vertical stupefied 15 fixed connection on plank sheathing 4, can play the effect of support to plank sheathing 4, when avoiding pouring concrete, plank sheathing 4 takes place the skew, influences the quality of cushion cap, then fixes vertical stupefied 15 in backup pad 10 through the bolt to it is more firm to make plank sheathing 4 fixed.
Claims (6)
1. A formwork structure of a large-volume concrete bearing platform comprises a plurality of concrete piles (1) and is characterized in that a left clamping plate (6) and a right clamping plate (5) are arranged on the outer side of each concrete pile (1), a left connecting lug (17) is fixedly mounted on the front side and the rear side of each left clamping plate (6), a right connecting lug (7) is fixedly mounted on the front side and the rear side of each right clamping plate (5), reinforcing ribs (9) are fixedly mounted on the outer sides of the left clamping plates (6) and the right clamping plates (5), a supporting plate (10) is fixedly mounted on the tops of the reinforcing ribs (9), a reinforcing mesh (11) is movably placed on the top of the supporting plate (10), a plurality of vertical reinforcing steel bars (3) are fixedly mounted on the top of the reinforcing mesh (11), a reinforcing cage (2) is movably placed on the top of the reinforcing mesh (11), plank sheathing (4) have been cup jointed in the outside activity of steel reinforcement cage (2), plank sheathing (4) fixed mounting is at the top of backup pad (10), the outside of plank sheathing (4) is provided with a plurality of horizontal stupefied (14) of wood, and one side that plank sheathing (4) were kept away from in a plurality of horizontal stupefied (14) of wood is provided with a plurality of vertical stupefied (15), be provided with a plurality of lead screws (13) on plank sheathing (4), a plurality of horizontal stupefied (14) of wood and a plurality of vertical stupefied (15) all through a plurality of lead screws (13) fixed mounting in the outside of plank sheathing (4), the equal fixed mounting in the top of backup pad (10) of a plurality of vertical stupefied (15).
2. The mass concrete cushion cap formwork structure according to claim 1, wherein a plurality of threaded holes are opened on the outer side of the wooden formwork (4), and a plurality of screw rods (13) are respectively sleeved in the corresponding threaded holes in a threaded manner.
3. The mass concrete bearing platform formwork structure according to claim 1, wherein clamping plates (16) are fixedly sleeved on the outer sides of the plurality of screw rods (13), the plurality of clamping plates (16) are respectively abutted against the corresponding vertical wood ridges (15), and the plurality of transverse wood ridges (14) and the plurality of vertical wood ridges (15) are fixedly installed on the outer sides of the wood formwork (4) through the corresponding clamping plates (16).
4. The mass concrete cap formwork structure according to claim 1, wherein the support plate (10) comprises a plurality of first steel plates (18) and a plurality of second steel plates (19), and the plurality of first steel plates (18) are fixedly mounted on the second steel plates (19) by first bolts.
5. The mass concrete bearing platform formwork structure according to claim 4, wherein the outlets (12) are formed in the tops of the first steel plates (18) and the second steel plates (19), and the concrete piles (1) are respectively sleeved in the corresponding outlets (12) in a sliding manner.
6. The mass concrete cap formwork structure according to claim 1, wherein a plurality of left engaging lugs (17) are provided with second bolts (8), and a plurality of left engaging lugs (17) are fixedly mounted on corresponding right engaging lugs (7) through the second bolts (8).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202120048326.7U CN214116677U (en) | 2021-01-08 | 2021-01-08 | Large-volume concrete bearing platform formwork structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202120048326.7U CN214116677U (en) | 2021-01-08 | 2021-01-08 | Large-volume concrete bearing platform formwork structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN214116677U true CN214116677U (en) | 2021-09-03 |
Family
ID=77494917
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202120048326.7U Expired - Fee Related CN214116677U (en) | 2021-01-08 | 2021-01-08 | Large-volume concrete bearing platform formwork structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN214116677U (en) |
-
2021
- 2021-01-08 CN CN202120048326.7U patent/CN214116677U/en not_active Expired - Fee Related
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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: 20210903 |