CN205224579U - Steel framework template and self -supporting truss board combination concrete quick detach system - Google Patents
Steel framework template and self -supporting truss board combination concrete quick detach system Download PDFInfo
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- CN205224579U CN205224579U CN201520926739.5U CN201520926739U CN205224579U CN 205224579 U CN205224579 U CN 205224579U CN 201520926739 U CN201520926739 U CN 201520926739U CN 205224579 U CN205224579 U CN 205224579U
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Abstract
Steel framework template and self -supporting truss board combination concrete quick detach system belongs to building formwork technical field. Set up on every floor layer structure of building, including steel framework template (1) and self -supporting truss board (2), its characterized in that: steel framework template (1) between assemble the wall form who becomes to desire to pour the wall body through the equipment jogged joint of self, self -supporting truss board (2) directly erect on the aforesaid is desired to pour the wall form of the inboard of wall body one side at least. Having realized the horizontal structural template's of concrete building nothing supportization or few supportization, having practiced thrift backing material and recruitment greatly, the construction is swift, easy dismounting, has improved the efficiency of construction greatly.
Description
Technical field
Steel frame moulding board and self-bearing type truss plate combine concrete Fast-dismantle system, belong to building formwork erecting structure technical field.
Background technology
Horizontal structure form work engineering in building trade generally adopts at present and sets up bent-frame bracing, its technological principle is that template provides support by arranging bent-frame bracing system, meet construction stage bearing capacity and deformation requirements, bent-frame bracing system is generally full hall scaffold, its upper end is arranged on steel pipe, and lower end is supported on the concrete structure of lower first floor layer.Bent-frame bracing system has respectively: Φ 48 × 3.5 scaffold clasp is set up, door frame scaffold building, pylon support and adjustable supports column are set up.This horizontal structure mould plate technique construction cost is high, sets up full hall scaffold, and material consumption is serious, and need at substantial labour, construction cost is higher simultaneously; Efficiency of construction is low, and because bent-frame bracing set up by needs, lay soffit formwork, workload is huge, time-consuming, and efficiency of construction is low, affects the duration; Construction environment is poor, the vertical rod of bent-frame bracing system and cross bar densely distributed, bring to field operation and materials handling and have a strong impact on, meanwhile, bring obstruction also to the measurement and positioning of structure; Product protection requires difficulty, because full framing is set up on completed concrete structure surface, inevitably causes damage to project completed.
Utility model content
The technical problems to be solved in the utility model is: overcome the deficiencies in the prior art, provides a kind of concrete deadweight, quick construction, the steel frame moulding board of easy accessibility and self-bearing type truss plate can independently born to combine concrete Fast-dismantle system.
The utility model solves the technical scheme that its technical problem adopts: this steel frame moulding board and self-bearing type truss plate combine concrete Fast-dismantle system, be arranged on every floor Rotating fields of building, comprise steel frame moulding board and self-bearing type truss plate, it is characterized in that: connected the wall form be assembled into for building body of wall between described steel frame moulding board by the assembly hole of self, described self-bearing type truss plate at least side is directly erected on the wall form of the above-mentioned inner side for building body of wall.
The utility model is can be spliced into wall form by interconnective steel frame moulding board; wall form had both had enough support strengths without the need to extra scaffold support; thus self-bearing type truss plate directly can be erected at this wall form and can independently bear concrete deadweight; this system has very strong integral rigidity; achieve concrete construction horizontal structure template without supportization or support less; backing material and recruitment are greatly saved; quick construction, easy accessibility, substantially increase efficiency of construction.
Side or the adjacent both sides of described self-bearing type truss plate are directly erected at for building in the template of crossbeam.When the span of horizontal pouring structure is larger, need to build crossbeam on horizontal pouring structure, directly can bear self-bearing type truss plate for the template of building crossbeam after reinforcing supports.
Described comprises side template, soffit formwork and jacking for the template of building crossbeam, and side template and soffit formwork can be steel frame moulding board, side template, between soffit formwork and jacking by self assembly hole connect, the supported underneath of jacking has support column.Side template and soffit formwork adopt steel frame moulding board, reduce the use of traditional scaffold support, provide efficiency of construction, Optimizing construction environment.
Described support column is the telescopic support post be threaded up and down.Can more fine adjustment height, guarantee workmanship.
Described self-bearing type truss plate stretches into 10cm ~ 20cm in the template for building crossbeam thus is connected with for building wire-tiing in advance of crossbeam.
Described self-bearing type truss plate extends the centre for building thickness of wall body thus is connected with for building wire-tiing in advance of body of wall.
Self-bearing type truss plate is linked as one with wire-tiing in advance, improves workmanship.
Be connected and fixed by the steady pin of the assembly hole through self between described steel frame moulding board.Steady pin is connected and fixed, easy to connect, and dismounting efficiency is high.
Described steady pin is flat steady pin.The intensity infringement of assembly hole needed for flat steady pin to steel frame moulding board is little, and template itself is more firm, and flat steady pin itself uses also more convenient.
The described stiffening girder having intersection for the wall form extenal fixation of building body of wall, the spacing of adjacent stiffening girder is in the same way at 1.3m ~ 2.5m.At wall form external reinforcement stiffening girder, make wall form entirety more firm, planeness is better simultaneously.
Compared with prior art, steel frame moulding board of the present utility model and self-bearing type truss plate combine the beneficial effect that concrete Fast-dismantle system has: the utility model is can be spliced into wall form by interconnective steel frame moulding board, wall form had both had enough support strengths without the need to extra scaffold support, thus self-bearing type truss plate directly can be erected at this wall form and can independently bear concrete deadweight, when the span of horizontal pouring structure is larger, need to build crossbeam on horizontal pouring structure, template for building crossbeam also directly can bear self-bearing type truss plate after reinforcing supports.This system has very strong integral rigidity, achieve concrete construction horizontal structure template without supportization or support less, greatly saved backing material and recruitment, quick construction, easy accessibility, substantially increase efficiency of construction.
Accompanying drawing explanation
Fig. 1 is the schematic diagram that a kind of steel frame moulding board of the present utility model and self-bearing type truss plate combine concrete Fast-dismantle system.
Fig. 2 is a place enlarged drawing in Fig. 1.
Wherein, 1, steel frame moulding board 2, self-bearing type truss plate 3, jacking 4, reinforcing bar 5, support column 6, side template 7, steady pin.
Detailed description of the invention
Fig. 1,2 is most preferred embodiments of the present utility model, is described further below in conjunction with accompanying drawing 1,2 pairs of the utility model.
With reference to accompanying drawing 1: a kind of steel frame moulding board of the present utility model and self-bearing type truss plate combine concrete Fast-dismantle system, be arranged on every floor Rotating fields of building, comprise steel frame moulding board 1 and self-bearing type truss plate 2, the patent No. of Zibo Yan Xiang steel rolling Manufacturing Co., Ltd of one of applicant that steel frame moulding board 1 is the application is the construction formwork described in the utility model patent of " 201220282985.8 ".The self-bearing type truss plate that the preferred Jinzhai County Deco green wood Co., Ltd of self-bearing type truss plate 2 produces, connected the wall form be assembled into for building body of wall by the assembly hole of self between steel frame moulding board 1, without the need to using the scaffold being used for shuttering supporting, three limits of self-bearing type truss plate 2 are directly erected on the wall form of the above-mentioned inner side for building body of wall; Self-bearing type truss plate 2 remains a limit and is directly erected at for building in the template of crossbeam, and concrete deadweight independently born by self-bearing type truss plate 2, without the need to dividing into bottom set template at self-bearing type truss plate 2; Template for building crossbeam comprises side template 6, soffit formwork and jacking 3, and side template 6 and soffit formwork are steel frame moulding board, less scaffold support; Connected by the assembly hole of self between side template 6, soffit formwork and jacking 3, the supported underneath of jacking 3 has support column 5, support column 5 is the telescopic support post be threaded up and down, self-bearing type truss plate 2 stretches into 10cm ~ 20cm in the template for building crossbeam thus is connected with for building wire-tiing in advance of crossbeam, self-bearing type truss plate 2 extends the centre for building thickness of wall body thus is connected with for building wire-tiing in advance of body of wall, self-bearing type truss plate is linked as one with wire-tiing in advance, improves workmanship.With reference to accompanying drawing 2: be connected and fixed by the flat steady pin 7 through the assembly hole of self between steel frame moulding board 1, convenient, firm.
Other embodiments: basic braced structures is with shown in above-mentioned accompanying drawing 1,2, the stiffening girder of intersection is had unlike the wall form extenal fixation for building body of wall, the spacing of adjacent stiffening girder is in the same way at 1.3m ~ 2.5m, and make wall form entirety more firm, planeness is better simultaneously.
The above, it is only preferred embodiment of the present utility model, be not restriction the utility model being made to other form, any those skilled in the art may utilize the technology contents of above-mentioned announcement to be changed or be modified as the Equivalent embodiments of equivalent variations.But everyly do not depart from technical solutions of the utility model content, any simple modification, equivalent variations and the remodeling done above embodiment according to technical spirit of the present utility model, still belong to the protection domain of technical solutions of the utility model.
Claims (9)
1. steel frame moulding board and self-bearing type truss plate combine concrete Fast-dismantle system, be arranged on every floor Rotating fields of building, comprise steel frame moulding board (1) and self-bearing type truss plate (2), it is characterized in that: connected the wall form be assembled into for building body of wall between described steel frame moulding board (1) by the assembly hole of self, described self-bearing type truss plate (2) at least side is directly erected on the wall form of the above-mentioned inner side for building body of wall.
2. steel frame moulding board according to claim 1 and self-bearing type truss plate combine concrete Fast-dismantle system, it is characterized in that: side or the adjacent both sides of described self-bearing type truss plate (2) are directly erected at for building in the template of crossbeam.
3. steel frame moulding board according to claim 2 and self-bearing type truss plate combine concrete Fast-dismantle system, it is characterized in that: described comprises side template (6), soffit formwork and jacking (3) for the template of building crossbeam, side template (6), between soffit formwork and jacking (3) by self assembly hole connect, the supported underneath of jacking (3) has support column (5).
4. steel frame moulding board according to claim 3 and self-bearing type truss plate combine concrete Fast-dismantle system, it is characterized in that: described support column (5) is the telescopic support post be threaded up and down.
5. steel frame moulding board according to claim 2 and self-bearing type truss plate combine concrete Fast-dismantle system, it is characterized in that: described self-bearing type truss plate (2) stretches into 10cm ~ 20cm in the template for building crossbeam thus is connected with for building wire-tiing in advance of crossbeam.
6. steel frame moulding board according to claim 1 and self-bearing type truss plate combine concrete Fast-dismantle system, it is characterized in that: described self-bearing type truss plate (2) extends the centre for building thickness of wall body thus is connected with for building wire-tiing in advance of body of wall.
7. steel frame moulding board according to claim 1 and self-bearing type truss plate combine concrete Fast-dismantle system, it is characterized in that: be connected and fixed by the steady pin (7) through the assembly hole of self between described steel frame moulding board (1).
8. steel frame moulding board according to claim 7 and self-bearing type truss plate combine concrete Fast-dismantle system, it is characterized in that: described steady pin (7) is flat steady pin.
9. steel frame moulding board according to claim 1 and self-bearing type truss plate combine concrete Fast-dismantle system, it is characterized in that: the described stiffening girder having intersection for the wall form extenal fixation of building body of wall, the spacing of adjacent stiffening girder is in the same way at 1.3m ~ 2.5m.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520926739.5U CN205224579U (en) | 2015-11-19 | 2015-11-19 | Steel framework template and self -supporting truss board combination concrete quick detach system |
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520926739.5U CN205224579U (en) | 2015-11-19 | 2015-11-19 | Steel framework template and self -supporting truss board combination concrete quick detach system |
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| Publication Number | Publication Date |
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| CN205224579U true CN205224579U (en) | 2016-05-11 |
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| CN201520926739.5U Expired - Fee Related CN205224579U (en) | 2015-11-19 | 2015-11-19 | Steel framework template and self -supporting truss board combination concrete quick detach system |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109914781A (en) * | 2019-02-25 | 2019-06-21 | 佛山市中迅拓新材料科技有限公司 | A kind of monoblock type overlapping board construction method |
-
2015
- 2015-11-19 CN CN201520926739.5U patent/CN205224579U/en not_active Expired - Fee Related
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109914781A (en) * | 2019-02-25 | 2019-06-21 | 佛山市中迅拓新材料科技有限公司 | A kind of monoblock type overlapping board construction method |
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| Date | Code | Title | Description |
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| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20160511 Termination date: 20161119 |
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| CF01 | Termination of patent right due to non-payment of annual fee |