CN203547126U - Floor slab construction formwork component - Google Patents
Floor slab construction formwork component Download PDFInfo
- Publication number
- CN203547126U CN203547126U CN201320577419.4U CN201320577419U CN203547126U CN 203547126 U CN203547126 U CN 203547126U CN 201320577419 U CN201320577419 U CN 201320577419U CN 203547126 U CN203547126 U CN 203547126U
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- China
- Prior art keywords
- main joist
- assembly
- floor slab
- keel
- bowl
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- Expired - Fee Related
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Abstract
The utility model discloses a floor slab construction formwork component capable of guaranteeing no faulting of construction joints and no additional handling in concrete floor slab construction. The floor slab construction formwork component comprises a first component (1) and a second component (2), and is characterized by further comprising an additional main keel (3) which passes through the first component (1) and the second component (2) to connect the same into a whole. Since the additional main keel pass through the first component and the second component to connect the same into a whole, faulting of the construction joints and additional handling in concrete floor slab construction are avoided, and puttying and the like can be carried out directly. Therefore, the quality problem such as cracking of the construction joints due to poor repairing are avoided.
Description
Technical field
The utility model relates to building field, particularly a kind of floor slab construction template assembly.
Background technology
The development of modern architecture industry is rapider, the floor of building is more and more higher, single story building area is increasing, this has higher requirement to construction organization and technical management, for accelerating construction progress, reduce the once input of material, cost-saving, generally construction floor is divided into some construction sections and carries out continuous productive process, this just inevitably produces constuction joint, and in practice of construction process, the formwork erection of floor slab construction seam is a difficult point all the time, floor slab construction seam place occurs that faulting of slab ends becomes a common quality defect, cause architecture quality perception poor, during finishing, also need to spend a large amount of artificial, materials etc. are processed, so the formwork erection mode of floor slab construction seam needs to improve.
Utility model content
Technical problem to be solved in the utility model is to provide a kind of floor slab construction template assembly, has solved above-mentioned constuction joint faulting of slab ends problem.
Technical problem to be solved in the utility model is achieved through the following technical solutions:
A floor slab construction template assembly, comprises the first assembly and the second assembly, also comprises additional main joist; Described additional main joist crosses the first assembly and the second assembly, and described template assembly is held together.
Described the first assembly comprises that first bowl of buckle frame installs, the first cross-tie, the first main joist, keel and the first composite board for the first time.
Described first bowl of buckle frame installs and supports described the first main joist, and described keel are for the first time laid on the first main joist, and the first composite board is laid on for the first time on keel, and described the first cross-tie installs and is fixedly connected with described first bowl of buckle frame.
Described the second assembly comprises that second bowl of buckle frame installs, the second cross-tie, the second main joist, keel and the second composite board for the second time.
Described second bowl of button installs and supports additional main joist, the second main joist is shelved on additional main joist, keel are shelved on the second main joist for the second time, and described in described the second composite board is laid on, for the second time on keel, described the second cross-tie installs and is fixedly connected with described second bowl of buckle frame.
The beneficial effects of the utility model:
As seen from the above technical solutions, the utility model crosses the first assembly and the second assembly by additional main joist, and described template assembly is held together, and has overcome the common quality defect of floor slab construction seam faulting of slab ends, therefore do not need otherwise processed, directly Puttying.Avoided not in place because repairing, easily caused the quality problems such as cracking.
Accompanying drawing explanation
Fig. 1 is the utility model structural representation;
Fig. 2 the utility model specific embodiment top view.
The specific embodiment
Below in conjunction with Figure of description, the utility model is described in further detail.
As shown in Figure 1, a kind of floor slab construction template assembly, comprises the first assembly 1 and the second assembly 2, also comprises additional main joist 3; Described additional main joist 3 crosses the first assembly 1 and the second assembly 2, and described template assembly is held together.
Described the first assembly 1 comprises that first bowl of buckle frame installs the 4, first cross-tie 5, the first main joist 6, keel 7 and the first composite board 8 for the first time.
Described first bowl of buckle frame installs 4 support the first main joists 6, and described keel for the first time 7 are laid on the first main joist 6, and the first composite board 8 is laid on for the first time on keel 7, and described the first cross-tie 5 installs 4 with described first bowl of buckle frame and is fixedly connected with.
Described the second assembly 2 comprises that second bowl of buckle frame installs the 9, second cross-tie 10, the second main joist 11, keel 12 and the second composite board 13 for the second time.
Described second bowl of buckle frame installs the additional main joist 3 of 9 supports, the second main joist 11 is shelved on additional main joist 3, keel 12 are shelved on the second main joist 11 for the second time, described the second composite board 13 is laid on for the second time on keel 12, and described the second cross-tie 10 installs 9 with described second bowl of buckle frame and is fixedly connected with.
The spacing of described the first main joist or the second main joist, additional main joist is 1200mm, the flitch that specification is 100*100.
Described first or for the second time the spacing of keel be 250mm, specification is 50*100 flitch.
Described first or second bowl of button support installs spacing 1200*1200mm, and described support and periphery body of wall distance are 350mm.
Described first or second bowl of button support is steel pipe frame, and specification is Φ 48 * 3.0.
The described first or second cross-tie spacing is 1200*1200mm.
It should be noted is that in actual applications, the first assembly is for the construction of first paragraph flowing water, and the second assembly and additional main joist are for the construction of second segment flowing water.
Floor slab construction seam stay be located at vertical constuction joint with across span centre 1/3rd scopes in.This has been avoided as preventing segmentation formwork, setting-up of construction joint vertical constuction joint upper one across, cause the first construction section and the second construction section area great disparity excessive, be unfavorable for the shortcoming that flowing water is constructed.
As shown in Figure 2, during the first flowing water section construction, at position, ater-casting flitch, by room-size, install floor, can the large form that must consider the second flowing water section during formwork erection assembling and disassembling, and reserved location must meet construction requirement, and template and flitch position must not surpass the roof plate template position line.
When the second flowing water section installs template, should intersect with the first flowing water section flitch, guarantee that the formwork elevation measuring of first, second flowing water section is consistent, and must guarantee that template do not sink, cause concrete faulting of slab ends.The initiation pole of bracing frame must be in the first flowing water section simultaneously, and top adds additional keel and crosses one, two flowing water sections.
Steel pipe frame all adopts 48 * 3.0mm high-frequency welded steel pipe in actual applications.Its material should meet the regulation of Q235-A level steel in existing national standard < < structural carbon steel > > (GB/T-700).Steel pipe outward appearance should be straight smooth, there is no crack, folding line, scabs, the phenomenon such as layering, serious corrosion (inside and outside wall) and hard bending.On steel pipe, scribble rustproof paint.
The fastener that adopts malleable cast iron to make, fastener is for joint steel pipe frame and cross-tie, and its material should meet the regulation of existing national standard.
Certainly, implement arbitrary product of the present utility model or method and must not necessarily need to reach above-described all advantages simultaneously.
The foregoing is only preferred embodiment of the present utility model, be not intended to limit protection domain of the present utility model.All any modifications of doing, be equal to replacement, improvement etc. within spirit of the present utility model and principle, be all included in protection domain of the present utility model.
Claims (3)
1. a floor slab construction template assembly, comprises the first assembly (1) and the second assembly (2), is characterised in that and also comprises additional main joist (3); It is characterized in that described additional main joist (3) crosses the first assembly (1) and the second assembly (2), holds together described template assembly.
2. template assembly according to claim 1, it is characterized in that, described the first assembly (1) comprises that first bowl of buckle frame installs (4), the first cross-tie (5), the first main joist (6), keel (7) and the first composite board (8) for the first time, described first bowl of buckle frame installs (4) and supports described the first main joist (6), described keel for the first time (7) are laid on the first main joist (6), the first composite board (8) is laid on keel (7) for the first time and goes up, and described the first cross-tie (5) installs (4) with described first bowl of buckle frame and is fixedly connected with.
3. template assembly according to claim 1, is characterized in that, described the second assembly comprises
Second bowl of buckle frame installs (9), the second cross-tie (10), the second main joist (11), keel (12) and the second composite board (13) for the second time; Described second bowl of buckle frame installs (9) and supports additional main joist (3); Described the second main joist (11) is shelved on additional main joist (3), keel (12) are shelved on the second main joist (11) for the second time, described in described the second composite board (13) is laid on, keel (12) are upper for the second time, and described the second cross-tie (10) installs (9) with described second bowl of buckle frame and is fixedly connected with.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201320577419.4U CN203547126U (en) | 2013-09-17 | 2013-09-17 | Floor slab construction formwork component |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201320577419.4U CN203547126U (en) | 2013-09-17 | 2013-09-17 | Floor slab construction formwork component |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN203547126U true CN203547126U (en) | 2014-04-16 |
Family
ID=50465260
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201320577419.4U Expired - Fee Related CN203547126U (en) | 2013-09-17 | 2013-09-17 | Floor slab construction formwork component |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN203547126U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112459328A (en) * | 2020-10-13 | 2021-03-09 | 北京首钢建设集团有限公司 | Construction method for large-area floor slab by adopting segmented line production |
-
2013
- 2013-09-17 CN CN201320577419.4U patent/CN203547126U/en not_active Expired - Fee Related
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112459328A (en) * | 2020-10-13 | 2021-03-09 | 北京首钢建设集团有限公司 | Construction method for large-area floor slab by adopting segmented line production |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| 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: 20140416 Termination date: 20210917 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |