CN203160686U - Novel composite supporting formwork body - Google Patents
Novel composite supporting formwork body Download PDFInfo
- Publication number
- CN203160686U CN203160686U CN 201320106085 CN201320106085U CN203160686U CN 203160686 U CN203160686 U CN 203160686U CN 201320106085 CN201320106085 CN 201320106085 CN 201320106085 U CN201320106085 U CN 201320106085U CN 203160686 U CN203160686 U CN 203160686U
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- gate
- type
- reinforced concrete
- type frame
- basement
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Abstract
The utility model discloses a novel composite supporting formwork body which comprises a gate-type frame structure, temporary reinforced concrete columns, temporary reinforced concrete support platforms, raising beams and a basement reinforced gate-type frame, wherein the gate-type frame structure is positioned at the beam and slab parts of the construction; the temporary reinforced concrete columns are vertically positioned at the upper part of the basement reinforced gate-type frame; horizontal connecting beams are arranged among the temporary reinforced concrete columns; the temporary reinforced concrete support platforms are horizontally arranged at the upper part of the gate-type frame structure; and the raising beams are horizontally arranged at the upper part of the basement reinforced gate-type frame. According to the utility model, the requirements for strength, rigidity and stability of the structural design to a large-span supporting formwork system can be met, and the cost is optimized; and meanwhile, the erection is strong in flexibility, and the construction efficiency is high.
Description
Technical field
The utility model belongs to building operations facility field, particularly a kind of NEW TYPE OF COMPOSITE formwork support body.
Background technology
Along with the high speed development in city, the engineering structures of building is more and more higher, increasing, and formwork support body commonly used or single formwork support body have not satisfied superelevation, the demand of the construction work of striding greatly.Very big or distortion is had an engineering structures design of specific (special) requirements for the local load of building structure, needed formwork support body must carry out design and construction especially, makes it to satisfy structure design to intensity, rigidity and the stability requirement of large span formwork system.
Summary of the invention
The purpose of this utility model is in order to address the above problem, to provide a kind of and can be applicable to superelevation, large-span structure, and sets up the NEW TYPE OF COMPOSITE formwork support body that flexibility is strong, efficiency of construction is high.
For this reason, the technical solution of the utility model is: a kind of NEW TYPE OF COMPOSITE formwork support body is characterized in that: it comprises gate-type shelf structure, interim reinforced concrete pile, temporary steel reinforced concrete support platform, lifts beam and basement reinforcing gate-type frame; Described gate-type shelf structure is positioned at the beam slab position of building; Described interim reinforced concrete pile vertically is positioned at basement and reinforces gate-type frame top, between each interim reinforced concrete pile horizontal linking beam is set; Described temporary steel reinforced concrete support platform is horizontally placed on gate-type shelf structure top; The described beam of lifting is horizontally set on basement reinforcing gate-type frame top.
Further, described gate-type shelf structure comprises some gate-type framves, intertie, adjustable bracket, adjusting rod, pitman and adjustable base; Connect by intertie between described two relative gate-type framves; Described gate-type frame has two montants, and the montant upper end is adjusting rod, and the adjusting rod upper end connects adjustable bracket; Described montant lower end is pitman; Two continuous gate-type framves connect by pitman; The pitman of the gate-type frame of below connects adjustable base.
The position that the utility model is very big for local load, deformation requirements is very tight takes to arrange that steel bar concrete supports temporarily, other positions adopt the method for gate-type framves to solve problem.The gate-type frame is adopted at the beam slab position, makes that the load on the beam slab is born by the gate-type frame; Interim reinforced concrete pile is adopted in vertical support on the beam slab then, and its point load is born by reinforced concrete pile, alleviates load pressure; Utilize at last temporary steel reinforced concrete support platform is set, the high-altitude supporting frame of top number layer structure is converted to conventional formwork support body, guarantee the stability of superstructure formwork system.The utility model can satisfy structure design to intensity, rigidity and the stability requirement of large span formwork system, optimization expense; And it is strong to set up flexibility, the efficiency of construction height.
Description of drawings
Be further described below in conjunction with accompanying drawing and embodiment of the present utility model.
Fig. 1 is structural representation of the present utility model;
Fig. 2 is the schematic diagram of the utility model gate-type shelf structure;
Fig. 3 is the installation drawing of the utility model gate-type shelf structure.
The specific embodiment
Referring to accompanying drawing.Present embodiment comprises gate-type shelf structure 4, interim reinforced concrete pile 6, temporary steel reinforced concrete support platform 5 and basement reinforcing gate-type frame 1; Described gate-type shelf structure 4 is positioned at the beam slab position of building; Described interim reinforced concrete pile 6 vertically is positioned at basement and reinforces gate-type frame 1 top, between each interim reinforced concrete pile 6 horizontal linking beam 3 is set; Described temporary steel reinforced concrete support platform 5 is horizontally placed on gate-type shelf structure 4 tops; The described beam 2 of lifting is horizontally set on basement reinforcing gate-type frame 1 top.
The gate-type shelf structure 4 of present embodiment comprises some gate-type framves 41, intertie 43, adjustable bracket 47, adjusting rod 42, pitman 44 and adjustable base 46; Connect by intertie 43 between described two relative gate-type framves 41; Described gate-type frame 41 has two montants, and the montant upper end is adjusting rod 42, and adjusting rod 42 upper ends connect adjustable bracket 47; Described montant lower end is pitman 43; Two continuous gate-type framves 41 connect by pitman 44; The pitman 44 of the gate-type frame 41 of below connects adjustable bases 46.
When gate-type shelf structure 4 is installed, perpendicular to the beam axis direction, adopt channel-section steel to make supporting traverse 13; Be parallel to the beam axis direction, the employing steel pipe is made the vertical equity bar 12 on the crossbeam, by equidistantly evenly arranging; Gate-type frame 41 adopts channel-section steels to make to support joists 9, on to lay pine side stupefied 10, shop, stupefied 10 tops, pine side wooden form 11.
Claims (2)
1. NEW TYPE OF COMPOSITE formwork support body is characterized in that: it comprises gate-type shelf structure, interim reinforced concrete pile, temporary steel reinforced concrete support platform, lift beam and basement is reinforced the gate-type frame; Described gate-type shelf structure is positioned at the beam slab position of building; Described interim reinforced concrete pile vertically is positioned at basement and reinforces gate-type frame top, between each interim reinforced concrete pile horizontal linking beam is set; Described temporary steel reinforced concrete support platform is horizontally placed on gate-type shelf structure top; The described beam of lifting is horizontally set on basement reinforcing gate-type frame top.
2. as the said a kind of NEW TYPE OF COMPOSITE formwork support body of claim 1, it is characterized in that: described gate-type shelf structure comprises some gate-type framves, intertie, adjustable bracket, adjusting rod, pitman and adjustable base; Connect by intertie between described two relative gate-type framves; Described gate-type frame has two montants, and the montant upper end is adjusting rod, and the adjusting rod upper end connects adjustable bracket; Described montant lower end is pitman; Two continuous gate-type framves connect by pitman; The pitman of the gate-type frame of below connects adjustable base.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201320106085 CN203160686U (en) | 2013-03-08 | 2013-03-08 | Novel composite supporting formwork body |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201320106085 CN203160686U (en) | 2013-03-08 | 2013-03-08 | Novel composite supporting formwork body |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN203160686U true CN203160686U (en) | 2013-08-28 |
Family
ID=49021881
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN 201320106085 Expired - Fee Related CN203160686U (en) | 2013-03-08 | 2013-03-08 | Novel composite supporting formwork body |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN203160686U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103806648A (en) * | 2013-12-11 | 2014-05-21 | 成都佳美嘉科技有限公司 | Reinforcing steel bar formwork frame |
-
2013
- 2013-03-08 CN CN 201320106085 patent/CN203160686U/en not_active Expired - Fee Related
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103806648A (en) * | 2013-12-11 | 2014-05-21 | 成都佳美嘉科技有限公司 | Reinforcing steel bar formwork frame |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CP03 | Change of name, title or address | ||
| CP03 | Change of name, title or address |
Address after: 310016 Great Wall Building, No. 60 Leiting Road, Shangcheng District, Hangzhou City, Zhejiang Province Patentee after: Zhejiang three Construction Group Co., Ltd. Address before: 310016 Great Wall Building, No. 60 Leiting Road, Qianjiang New Town, Hangzhou City, Zhejiang Province Patentee before: Zhejiang Changcheng Construction Group Co., Ltd. |
|
| 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: 20130828 Termination date: 20210308 |