CN220848701U - Dense rib floor box formwork supporting system - Google Patents
Dense rib floor box formwork supporting system Download PDFInfo
- Publication number
- CN220848701U CN220848701U CN202322673591.6U CN202322673591U CN220848701U CN 220848701 U CN220848701 U CN 220848701U CN 202322673591 U CN202322673591 U CN 202322673591U CN 220848701 U CN220848701 U CN 220848701U
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- cross body
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- 238000009415 formwork Methods 0.000 title claims abstract description 26
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 16
- 239000010959 steel Substances 0.000 claims abstract description 16
- 230000002093 peripheral effect Effects 0.000 claims abstract description 4
- 238000003780 insertion Methods 0.000 claims description 3
- 230000037431 insertion Effects 0.000 claims description 3
- 230000003014 reinforcing effect Effects 0.000 claims description 3
- 239000000463 material Substances 0.000 abstract description 6
- 238000009434 installation Methods 0.000 abstract description 2
- 238000010276 construction Methods 0.000 description 9
- 238000009435 building construction Methods 0.000 description 2
- 238000000034 method Methods 0.000 description 2
- 230000009286 beneficial effect Effects 0.000 description 1
- 238000005266 casting Methods 0.000 description 1
- 230000007547 defect Effects 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 239000007788 liquid Substances 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 230000001105 regulatory effect Effects 0.000 description 1
- 238000005728 strengthening Methods 0.000 description 1
- 238000003466 welding Methods 0.000 description 1
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Abstract
The utility model discloses a dense rib floor box formwork supporting system, which comprises a tray buckling scaffold arranged below a dense rib floor box formwork laying surface and a plurality of supporting jacking brackets arranged on steel pipes at the top ends of the tray buckling scaffold, wherein each supporting jacking bracket comprises a cross body tray arranged on the box formwork laying surface, the cross body trays between adjacent supporting jacking brackets are detachably connected, and clamping groove parts for accommodating single side edge parts of the box formwork are arranged on the cross body tray; when the four cross body trays are connected, a well-shaped structure is formed on the laying surface of the box die, and rectangular clamping grooves for accommodating the peripheral edge part of the box die are formed at the four clamping groove parts at the innermost side of the well-shaped structure; the dense rib floor box die supporting system solves the problem of box die installation and positioning and the problem of gap filling between box dies, improves the working efficiency of workers, and saves the cost expenditure of materials, manpower and the like.
Description
Technical Field
The utility model relates to the technical field of industrial building construction, in particular to a dense rib floor box formwork supporting system.
Background
At present, a dense rib floor structure is commonly applied in factory building construction, the construction of the common dense rib floor structure is usually to carry out box formwork laying construction before steel bar laying, a layer of formwork is often required to be laid as a bottom plate when the box formwork is laid, then the laying position of the box formwork is scribed on the formwork, then the box formwork is laid, and finally the gap between the box formworks is filled, so that the follow-up casting concrete is prevented from leaking. Therefore, the existing construction mode for the dense rib floor has the following defects: (1) The template is wasted, and the material cost is high; (2) Scribing the box die laying location on the form requires separate worker operation, which can create additional labor costs; (3) In order to ensure that the liquid leakage phenomenon can not occur in the subsequent pouring process after the box molds are laid, gaps between the box molds also need to be filled, so that the construction efficiency is lower.
Therefore, a supporting system of the dense rib floor box mould is needed, the problem of filling gaps between the box moulds can be solved while the laying problem of the box moulds is solved, meanwhile, compared with the existing construction mode, the working efficiency of workers can be effectively improved, and meanwhile, the cost expenditure of materials, manpower and the like is saved.
Disclosure of utility model
In view of the above, the ribbed floor box mold supporting system provided by the utility model can solve the laying problem of the box molds and the gap filling problem between the box molds, and can effectively improve the working efficiency of workers and save the cost expenditure of materials, manpower and the like compared with the existing construction mode.
The utility model provides a dense rib floor box formwork supporting system, which comprises a tray buckling scaffold arranged below a dense rib floor box formwork laying surface and a plurality of supporting jacking brackets arranged on steel pipes at the top ends of the tray buckling scaffold, wherein each supporting jacking bracket comprises a cross body tray arranged on the box formwork laying surface, the cross body trays between adjacent supporting jacking brackets are detachably connected, and clamping groove parts for accommodating single side edge parts of the box formwork are arranged on the cross body tray; when the four cross body trays are connected, a well-shaped structure is formed on the laying surface of the box die, and rectangular clamping grooves for accommodating the peripheral edge part of the box die are formed on the four clamping groove parts at the innermost side of the well-shaped structure.
Further, the cross body tray comprises two groups of first connecting parts and second connecting parts which are oppositely arranged at the end parts, and adjacent cross body trays are detachably connected with the second connecting parts through the first connecting parts respectively and form a square structure on the laying surface of the box mould.
Further, the first connecting portion is formed by protruding an end portion of the cross body tray outward, and the second connecting portion is formed by recessing an end portion of the cross body tray inward.
Further, the supporting jacking further comprises a screw rod arranged at the bottom of the center of the cross-shaped tray and an adjusting piece arranged on the screw rod, the supporting jacking is inserted into the steel pipe at the top end of the scaffold with the disc buckle through the screw rod and is in threaded connection with the steel pipe at the top end, and the adjusting piece is used for adjusting the insertion depth of the screw rod.
Further, the cross-shaped tray comprises a supporting rod arranged between the end part of the cross-shaped tray and the screw rod, and the supporting rod is used for reinforcing the connection strength of the cross-shaped tray and the screw rod.
The beneficial effects of the utility model are as follows: according to the dense rib floor box mould supporting system provided by the utility model, the plurality of special supporting jacking supports are arranged on the steel pipes at the top ends of the scaffold, and are mutually connected on the laying surface of the box mould after the heights are adjusted to form the supporting system of the box mould, and the box mould can be directly clamped into the clamping groove parts of the supporting jacking supports through the edge parts for fixation; the dense rib floor box mould supporting system solves the laying problem of the box moulds and the gap filling problem between the box moulds, and meanwhile, compared with the existing construction mode, the dense rib floor box mould supporting system can effectively improve the working efficiency of workers, and saves cost of materials, manpower and the like.
Drawings
The utility model is further described below with reference to the accompanying drawings and examples:
FIG. 1 is a schematic diagram of the structure of a multi-ribbed floor box mold support system of the present utility model;
FIG. 2 is a schematic view of the structure of the support jacking according to the present utility model;
FIG. 3 is a schematic view of the connection of the support jacking according to the present utility model;
FIG. 4 is a schematic view of the first and second splice units according to the present utility model
Reference numerals illustrate: 1-a cross-shaped tray; 2-a screw; 3-a regulating disc; 4-supporting rods; 5-a first splicing unit; 6-a second splicing unit; 101-a first connection; 102-a second connection; 103-a clamping groove part.
Detailed Description
As shown in the figure, the ribbed floor box formwork supporting system disclosed by the utility model comprises a tray buckling scaffold (not shown) arranged below a ribbed floor box formwork laying surface and a plurality of supporting jacking brackets arranged on steel pipes at the top ends of the tray buckling scaffold, wherein each supporting jacking bracket comprises a cross body tray 1 arranged on the box formwork laying surface, the cross body trays 1 between adjacent supporting jacking brackets are detachably connected, and the cross body tray 1 is provided with a clamping groove part 103 for accommodating a single side edge part of a box formwork; when the four cross body trays are connected, a well-shaped structure is formed on the laying surface of the box die, and rectangular clamping grooves for accommodating the peripheral edge part of the box die are formed at the four clamping groove parts at the innermost side of the well-shaped structure; in the construction process of the dense rib floor, a tray buckling scaffold is generally erected below a box die laying surface, then a template is laid at the top end of the tray buckling scaffold, box die laying is carried out through manual scribing, gaps between adjacent box dies are filled and constructed before concrete is poured, the supporting system provided by the utility model is composed of a plurality of special supporting jacking brackets arranged on steel pipes at the top ends of the tray buckling scaffold, a cross body tray 1 is arranged on the box die laying surface of the supporting jacking brackets, and at least four supporting jacking brackets can be detachably connected through the cross body tray 1 to form the box die laying surface; because the cross-shaped tray 1 is provided with the clamping groove part 103 for accommodating the single-side edge part of the box die, when the four cross-shaped trays are connected, a cross-shaped structure is formed, the innermost side of the cross-shaped structure is provided with a rectangular clamping groove, the edge part of the box die can be directly clamped into the rectangular clamping groove to realize installation and positioning, and the gap filling problem between adjacent box dies is also solved; meanwhile, the supporting jacking in the supporting system can be reused, so that the working efficiency of workers can be effectively improved, and the cost expenditure of materials, manpower and the like can be saved compared with the existing construction mode.
In this embodiment, the cross body tray 1 includes two sets of first connection portions 102 and second connection portions 103 disposed at the end portions in opposition, and adjacent cross body trays 1 are detachably connected to each other through the first connection portions 102 and the second connection portions 103, and form a zigzag structure on the laying surface of the box mold; as shown in fig. 2 and fig. 4, the cross body tray 1 is welded by two first splicing units 5 and two second splicing units 6 to form a cross font, wherein two clamping grooves are formed on each of the first splicing units 5 and the second splicing units 6, so that four L-shaped clamping groove parts 103 are formed on the cross body tray 1 after splicing; simultaneously in order to be convenient for the connection between the adjacent support jacking is fixed, be provided with first connecting portion 102 and second connecting portion 103 at the cross body tray 1 relative tip that supports the jacking, and first connecting portion 102 is outwards protruding by the tip of cross body tray 1 and forms, second connecting portion 103 is inwards sunken by the tip of cross body tray 1 and forms, consequently, formed mortise and tenon structure after interconnect between first connecting portion 102 and the second connecting portion 103, when strengthening adjacent cross body tray 1 joint strength, still guaranteed the leakproofness in the rectangle draw-in groove after the cross body tray 1 of a plurality of adjacent support jacking connects, the condition of leaking the emergence when avoiding follow-up pouring concrete, still be convenient for quick detach through mortise and tenon structural connection simultaneously, effectively improve workman's work efficiency.
In this embodiment, the supporting jacking further comprises a screw rod 2 arranged at the bottom of the center of the cross-shaped tray and an adjusting piece 3 arranged on the screw rod, the supporting jacking is inserted into a steel pipe at the top end of the scaffold with a disc buckle through the screw rod 2 and is in threaded connection with the steel pipe at the top end, and the adjusting piece 3 is used for adjusting the insertion depth of the screw rod; referring to fig. 1, the top end of the screw rod 2 is welded at the bottom of the center of the cross tray, and the threaded part of the screw rod 2 extends into the steel pipe at the top end of the scaffold and is in threaded connection with the steel pipe, so that the connection between the supporting jacking and the scaffold is realized; the screw rod 2 is further provided with an adjusting piece 3, the adjusting piece 3 is a height adjusting disc, the depth of the threaded portion of the screw rod 2 extending into the steel pipe can be controlled through the height adjusting disc, so that the height control of the cross body tray 1 is achieved, and a plurality of cross body trays 1 supporting jacking can be located on the same plane to lay a box mould.
In this embodiment, the device further comprises a support rod 4 disposed between the end of the cross-shaped tray and the screw, wherein the support rod 4 is used for reinforcing the connection strength between the cross-shaped tray 1 and the screw 2; in combination with the illustration of fig. 1, the end of the cross body tray 1 on four places forms a cantilever structure on the screw, so in order to ensure the connection strength of the cross body tray 1 on the screw, a supporting rod 4 is arranged between the end of the cross body tray and the screw in a welding manner, the supporting rod 4 can strengthen the connection strength of the cross body tray 1 and the screw 2, and meanwhile, the supporting stability of the supporting jacking to the box mold in the supporting system is ensured.
Finally, it is noted that the above embodiments are only for illustrating the technical solution of the present utility model and not for limiting the same, and although the present utility model has been described in detail with reference to the preferred embodiments, it should be understood by those skilled in the art that modifications and equivalents may be made thereto without departing from the spirit and scope of the technical solution of the present utility model, which is intended to be covered by the scope of the claims of the present utility model.
Claims (5)
1. A dense rib floor box formwork support system is characterized in that: the scaffold comprises a tray buckle scaffold arranged below a box formwork laying surface of a dense rib building cover and a plurality of supporting jacking brackets arranged on steel pipes at the top ends of the tray buckle scaffold, wherein each supporting jacking bracket comprises a cross body tray arranged on the box formwork laying surface, the cross body trays between adjacent supporting jacking brackets are detachably connected, and clamping groove parts for accommodating single side edge parts of the box formwork are arranged on the cross body tray; when the four cross body trays are connected, a well-shaped structure is formed on the laying surface of the box die, and rectangular clamping grooves for accommodating the peripheral edge part of the box die are formed on the four clamping groove parts at the innermost side of the well-shaped structure.
2. The multi-ribbed floor box-die support system of claim 1, wherein: the cross body tray comprises two groups of first connecting parts and second connecting parts which are oppositely arranged at the end parts, and adjacent cross body trays are detachably connected with the second connecting parts through the first connecting parts respectively and form a rectangular structure on the laying surface of the box mould.
3. The multi-ribbed floor box-die support system of claim 2, wherein: the first connecting part is formed by outwards protruding the end part of the cross body tray, and the second connecting part is formed by inwards recessing the end part of the cross body tray.
4. The multi-ribbed floor box-die support system of claim 1, wherein: the supporting jacking further comprises a screw rod arranged at the bottom of the center of the cross-shaped tray and an adjusting piece arranged on the screw rod, the supporting jacking is inserted into the steel tube at the top end of the scaffold and is in threaded connection with the steel tube at the top end of the scaffold through the screw rod, and the adjusting piece is used for adjusting the insertion depth of the screw rod.
5. The multi-ribbed floor box-die support system of claim 4, wherein: the cross-shaped tray is characterized by further comprising a supporting rod arranged between the end part of the cross-shaped tray and the screw rod, and the supporting rod is used for reinforcing the connection strength of the cross-shaped tray and the screw rod.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202322673591.6U CN220848701U (en) | 2023-09-30 | 2023-09-30 | Dense rib floor box formwork supporting system |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202322673591.6U CN220848701U (en) | 2023-09-30 | 2023-09-30 | Dense rib floor box formwork supporting system |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN220848701U true CN220848701U (en) | 2024-04-26 |
Family
ID=90771603
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202322673591.6U Active CN220848701U (en) | 2023-09-30 | 2023-09-30 | Dense rib floor box formwork supporting system |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN220848701U (en) |
-
2023
- 2023-09-30 CN CN202322673591.6U patent/CN220848701U/en active Active
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