CN2615245Y - Shuttering support structure - Google Patents
Shuttering support structure Download PDFInfo
- Publication number
- CN2615245Y CN2615245Y CN 03240772 CN03240772U CN2615245Y CN 2615245 Y CN2615245 Y CN 2615245Y CN 03240772 CN03240772 CN 03240772 CN 03240772 U CN03240772 U CN 03240772U CN 2615245 Y CN2615245 Y CN 2615245Y
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- China
- Prior art keywords
- utility
- model
- construction
- lattice
- plug
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- Expired - Fee Related
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Abstract
The utility model relates to a moulding board bracket lattice, which comprises a rail (1), a standing bar (3) and an electrical outlet (4), wherein, the two ends of the rail (1) are connected with an electrical outlet (2), a standing bar (3) is sleeved with two electrical outlets (4), the two ends of the two rails (1) are respectively clipped into the electrical outlets (4) of the standing bar (3) through the plug(2).The axial distances between the two standing bars (3) are 1.6m, 1.37m, 1.32m, 1.30m, 1.0m, 0.75m. The utility model achieves agile installment. The various moulding board bracket lattices may be formed by use of the utility model which may reduce the input quantity of moulding board systematic materials, expedite the schedule of the construction and reduce the cost of the construction.
Description
Technical field
The utility model relates to a kind of falsework lattice, relates to a kind of concrete cast of in-situ reinforced concrete slab, beam of buildings such as high level, superelevation layer, multilayer shear wall structure, frame construction and bracing or strutting arrangement that template system is removed fast of being applicable to specifically.Belong to building operations support class.
Background technology
At present, along with the fast development of national economy and the raising day by day of living standards of the people, Building Trade in China is also maked rapid progress is taking place to change.Yet traditional in-situ reinforced concrete slab, the template of beam and support thereof generally prop up at steel pipe and fastener and insert U type jacking on the support of taking, U type jacking upper support master stupefied (big bone dragon), on set up inferior stupefied (ossiculum dragon) and template.Placing of concrete on the template, according to the size of floor, beam span, when strength grade of concrete reaches the 75%-100% of design strength grade, can stripping.General this maintenance processes needs 10-28 days.In high-rise, superelevation layer even multistory building construction,, have to dispose two-layer, three layers of template and support thereof for accelerating construction progress.Construct three layers of general configuration of northern area normal temperature, four layers of template of winter construction configuration and support, improved construction cost so greatly, strengthened the material input, therefore in in-situ reinforced concrete slab, the beam construction, the operation of template system and turnaround speed affect floor, beam concrete casting speed of application and cost to a great extent.Tear open the morning of used in the past in-situ reinforced concrete slab, beam forms system, generally be on the conventional template support, to place early-dismantling device, it is lack of standardization to support lattice like this, the lattice size is difficult for guaranteeing, inconvenience operates, do not have technology content, construction effect is not good, not welcome by the workman, the early-dismantling device of architectonical, the content though possess skills, operation is welcome by the workman, and acquisition expenses is too high, do not possess compatibility with the conventional template system material, rejection property is too strong, and is incompatible with China's actual conditions, so all fail to reach to apply.So the input amount of minimizing template system material as much as possible how, accelerating construction progress reduces operating expenses better, is an important topic in the construction technology.
Summary of the invention
The purpose of this utility model is to design a kind of falsework lattice, and with the input amount of minimizing template system material as much as possible, accelerating construction progress reduces operating expenses.
The purpose of this utility model is to realize like this, it comprises cross bar (1), vertical rod (3) and socket (4), it is characterized in that: the two ends of cross bar (1) are connected with plug (2), be set with two sockets (4) in the vertical rod (3), block in the socket (4) that is inserted in the vertical rod (3) by plug (2) respectively at the two ends of two cross bars (1).
It is characterized in that: the axle center spacing between two vertical rods (3) is: 1.6m, 1.37m, 1.32m, 1.30m, 1.0m, 0.75m.
The utility model compared with prior art, its plug-in mounting is flexible, utilizes it can form various lattice supports, input amount that can minimizing template system material as much as possible, accelerating construction progress reduces operating expenses.
Description of drawings
Accompanying drawing 1 is the utility model syndeton schematic diagram.
Accompanying drawing 2 is the utility model parts bar structure schematic diagram.
Among the figure: 1, cross bar, 2, plug, 3, vertical rod, 4, socket.
The specific embodiment
Below in conjunction with drawings and Examples the utility model is further specified:
Referring to accompanying drawing, it comprises cross bar 1, vertical rod 3 and socket 4 the utility model, its structure is to be connected with plug 2 (seeing accompanying drawing 2) at the two ends of cross bar 1, be set with two sockets 4 in the vertical rod 3, block in the socket 4 that is inserted in the vertical rod 3 by plug 2 respectively at the two ends of two cross bars 1, promptly get a kind of falsework lattice of the utility model, utilize this elementary cell can form various lattice supports, as four vertical rods 3 (four columns), six roots of sensation vertical rod 3 (six columns), eight vertical rods 3 (eight columns) ... lattice support by that analogy.
Axle center spacing between two vertical rods 3 is: 1.6m, 1.37m, 1.32m, 1.30m, 1.0m, 0.75m, to be fit to the horizontal lattice of veneer or combined steel formwork specification, as: 1.6m * 1.37m, 1.6m * 1.32m, 1.6m * 1.30m, 1.6m * 1.0m, 1.30m * 1.37m, 1.30m * 1.32m etc., so that the laying and the dismounting of the whole plate of veneer and specification batten, combined steel formwork.Not only be equipped with rule, reasonable, and can accomplish early to tear open, can prolong the application life of veneer again.
Claims (2)
1, a kind of falsework lattice, it comprises cross bar (1), vertical rod (3) and socket (4), it is characterized in that: the two ends of cross bar (1) are connected with plug (2), be set with two sockets (4) in the vertical rod (3), block in the socket (4) that is inserted in the vertical rod (3) by plug (2) respectively at the two ends of two cross bars (1).
2, a kind of falsework lattice according to claim 1, it is characterized in that: the axle center spacing between two vertical rods (3) is: 1.6m, 1.37m, 1.32m, 1.30m, 1.0m, 0.75m.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 03240772 CN2615245Y (en) | 2003-03-18 | 2003-03-18 | Shuttering support structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 03240772 CN2615245Y (en) | 2003-03-18 | 2003-03-18 | Shuttering support structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN2615245Y true CN2615245Y (en) | 2004-05-12 |
Family
ID=34250115
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN 03240772 Expired - Fee Related CN2615245Y (en) | 2003-03-18 | 2003-03-18 | Shuttering support structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN2615245Y (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104314304A (en) * | 2014-10-23 | 2015-01-28 | 中建三局第一建设工程有限责任公司 | Outside-steel, inside-aluminum, outside-climbing and inside-crossing comprehensive formwork system |
| CN110616891A (en) * | 2012-07-27 | 2019-12-27 | Sh设计建造私人公司 | Lift truck operated stacking template table system and method of operation thereof |
-
2003
- 2003-03-18 CN CN 03240772 patent/CN2615245Y/en not_active Expired - Fee Related
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110616891A (en) * | 2012-07-27 | 2019-12-27 | Sh设计建造私人公司 | Lift truck operated stacking template table system and method of operation thereof |
| CN104314304A (en) * | 2014-10-23 | 2015-01-28 | 中建三局第一建设工程有限责任公司 | Outside-steel, inside-aluminum, outside-climbing and inside-crossing comprehensive formwork system |
| CN104314304B (en) * | 2014-10-23 | 2016-02-03 | 中建三局第一建设工程有限责任公司 | The comprehensive formwork system of varus is climbed outside aluminium in a kind of outer steel |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| C17 | Cessation of patent right | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20040512 |