CN201649628U - Beam stretching structure used for template early-dismantled system - Google Patents
Beam stretching structure used for template early-dismantled system Download PDFInfo
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- CN201649628U CN201649628U CN2010201765489U CN201020176548U CN201649628U CN 201649628 U CN201649628 U CN 201649628U CN 2010201765489 U CN2010201765489 U CN 2010201765489U CN 201020176548 U CN201020176548 U CN 201020176548U CN 201649628 U CN201649628 U CN 201649628U
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- telescopic
- suspension ring
- extension sleeve
- stretching structure
- beams
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Abstract
The utility model discloses a beam stretching structure used for a template early-dismantled system, which is designed aiming to solve the problems in the prior art that the flexibility is not high, and the materials are wasted and the like. The beam stretching structure comprises at least an extension sleeve and an extension shaft which is arranged in the extension sleeve, the extension sleeve is provided with at least a hanging ring and/or a locking bolt, and an axes line of a hanging ring inner hole is roughly vertical to the length direction of the extension sleeve. The length of a whole main beam is adjusted through stretching the extension shaft in the extension sleeve, the length of main beams is fixed through limiting relative motion of the extension sleeve and the extension shaft by the locking bolt, the hanging ring is used to fixedly connect secondary beams between two adjacent main beams, thereby being capable of effectively using the length of the end portions of the main beams to form a template support structure, being capable of dismounting the secondary beams on the extension sleeve under the situation that the main beams and a soffit scaffolding for supporting the template support structure are not dismounted in advance, leading the secondary beams and the templates on the secondary beams to be reused, being capable of going on to support concrete which is not completely solidified by the main beams and other secondary beams which are not taken out, and not affecting construction process.
Description
Technical field
The utility model relates to a kind of scaffold support shuttering structure, the beam stretching structure that is used for the early-dismantling system of the early-dismantling system that supports in particular for the bowl fastening type scaffold.
Background technology
Existing building often adopts and supports building top board and beam forms moulding in the concreting forming process.In order to support to arrive in the building top board and the beam forms of building in the forming process, adopt a large amount of scaffolds and wooden support flitch usually.Though this mode can support to arrive in the building top board, these support bars and building top board and beam forms could be dismantled after must waiting concrete all to solidify, and have reduced the cycle that recycles of building top board and beam forms; And because each building is different with the structure of each building, therefore the template of a part and support flitch can't be used again, and a bigger engineering usually must a large amount of construction formwork and the support flitches of configuration for this reason.
The utility model content
In order to overcome above-mentioned defective, the purpose of this utility model is to provide a kind of flexible, easy-to-mount beam stretching structure that is used for the early-dismantling system of regulating.
In order to achieve the above object, the beam stretching structure that is used for the early-dismantling system of the present utility model comprises at least one joint telescopic and is arranged on the interior telescopic shaft of described telescopic that described telescopic is provided with at least one lock-screw.
Particularly, described telescopic bottom surface is provided with at least one suspension ring, described beam cross section and described suspension ring endoporus all are square, described lock-screw is arranged on one of them side adjacent with described telescopic bottom surface, axially bored line and described telescopic length direction approximate vertical in the described suspension ring.
Wherein, described telescopic outer end face that suspension ring are set is provided with breach.
Further, described telescopic comprises first telescopic and second telescopic, the described first telescopic bottom surface is provided with described suspension ring downwards, and described second a telescopic wherein side is provided with lock-screw, telescopic shaft is set between described first telescopic and second telescopic connects.
Wherein, described telescopic also comprises the 3rd telescopic, and described the 3rd telescopic is provided with two suspension ring and a locking nut, and described two suspension ring are separately positioned on the described telescopic bottom surface.
Above-mentioned structure, stretch in telescopic by telescopic shaft and to adjust whole girder or inferior beam length, limit relatively moving of the relative telescopic shaft of telescopic and then fixing girder length by being arranged on lock-screw on the telescopic, the suspension ring that are arranged on the described telescopic are used for fixing the secondary beam that connects between adjacent two girders, this kind structure, the length of girder end effectively can be utilized, and be used to form the template braced structures, and the secondary beam that is arranged on the telescopic can not removed girder and support under the situation of bowl fastening type scaffold of described template braced structures and remove in advance, template on secondary beam and the secondary beam can be utilized once more, and girder and all the other are not taken out the secondary beam of part and can not completely crued concrete be supported to arrive in next continuation of the effect of bowl buckle scaffold, and do not influence construction progress.
Description of drawings
Fig. 1 is the perspective view of the utility model first specific embodiment.
Fig. 2 is the sectional structure schematic diagram of Fig. 1.
Fig. 3 is the perspective view of the utility model second specific embodiment.
Fig. 4 is the perspective view of the utility model the 3rd specific embodiment.
The specific embodiment
Below in conjunction with drawings and Examples the utility model is described in further detail.
Shown in Fig. 1-4, the beam stretching structure that is used for the early-dismantling system of the present utility model, comprise at least one joint telescopic and be arranged on the interior telescopic shaft of described telescopic, described telescopic is provided with at least one suspension ring and/or lock-screw, axially bored line and described telescopic length direction approximate vertical in the described suspension ring.
Above-mentioned structure, the described telescopic that at least one suspension ring is set that comprises also comprises the telescopic that at least one lock-screw is set, and also comprises the telescopic that at least one suspension ring and a lock-screw are set; The described beam stretching structure that is used for the early-dismantling system can be used in combination arbitrarily by above-mentioned telescopic shaft and telescopic.
As first specific embodiment of the present utility model, as shown in Figure 1 and Figure 2, the described beam stretching structure that is used for the early-dismantling system comprises joint first telescopic 1 and a joint telescopic shaft 10, described suspension ring 11 are set on the described telescopic bottom surface, described suspension ring are square, as shown in Figure 1, 2, described girder cross section and described suspension ring endoporus 13 all are square, and described suspension ring are used at precalculated position connection secondary beam.
Further, described telescopic outer end face that suspension ring are set is provided with breach.
As second specific embodiment of the present utility model, as shown in Figure 3, described telescopic comprises that first telescopic 1 and second telescopic 2 are used in combination, the described first telescopic bottom surface is provided with described suspension ring 11 downwards, described second a telescopic wherein side is provided with lock-screw 12, telescopic shaft 10 is set between described first telescopic and second telescopic connects.Described lock-screw and described suspension ring are arranged on two adjacent faces of described telescopic.
As the 3rd specific embodiment of the present utility model, as shown in Figure 4, described telescopic comprises that also first telescopic and the 3rd telescopic 3 are used in combination, and described the 3rd telescopic is provided with two suspension ring 11 and a locking nut 12, and described two suspension ring are separately positioned on the described telescopic bottom surface.
Above-mentioned structure, stretch in telescopic by telescopic shaft and to adjust whole girder length, limit relatively moving of the relative telescopic shaft of telescopic and then fixing girder length by being arranged on lock-screw on the telescopic, the suspension ring that are arranged on the described telescopic are used for fixing the secondary beam that connects between adjacent two girders, this kind structure, the length of girder end effectively can be utilized, and be used to form the template braced structures, and the secondary beam that is arranged on the telescopic can not removed girder and support under the situation of bowl fastening type scaffold of described template braced structures and remove in advance, template on secondary beam and the secondary beam can be utilized once more, and girder and all the other are not taken out the secondary beam of part and can not completely crued concrete be supported to arrive in next continuation of the effect of bowl buckle scaffold, and do not influence construction progress.Secondary beam is provided with stretching structure and is convenient to adjust flexibly time beam length, adapts to the different spacing of girder and is used with the intact of bowl fastening type scaffold.
The utility model is not limited to above-mentioned embodiment; no matter on its shape or structure, do any variation; every to utilize the above-mentioned beam stretching structure that is used for the early-dismantling system all be a kind of distortion of the present utility model, all should think and drop within the utility model protection domain.
Claims (5)
1. a beam stretching structure that is used for the early-dismantling system is characterized in that, comprises at least one joint telescopic and is arranged on the interior telescopic shaft of described telescopic, and described telescopic is provided with at least one lock-screw.
2. the beam stretching structure that is used for the early-dismantling system as claimed in claim 1, it is characterized in that, described telescopic bottom surface is provided with at least one suspension ring, described beam cross section and described suspension ring endoporus all are square, described lock-screw is arranged on one of them side adjacent with described telescopic bottom surface, axially bored line and described telescopic length direction approximate vertical in the described suspension ring.
3. the beam stretching structure that is used for the early-dismantling system as claimed in claim 1 or 2 is characterized in that the face that described telescopic outer end is provided with suspension ring is provided with breach.
4. the beam stretching structure that is used for the early-dismantling system as claimed in claim 3, it is characterized in that, described telescopic comprises first telescopic and second telescopic, the described first telescopic bottom surface is provided with described suspension ring downwards, described second a telescopic wherein side is provided with lock-screw, telescopic shaft is set between described first telescopic and second telescopic connects.
5. the beam stretching structure that is used for the early-dismantling system as claimed in claim 4, it is characterized in that, described telescopic also comprises the 3rd telescopic, and described the 3rd telescopic is provided with two suspension ring and a locking nut, and described two suspension ring are separately positioned on the described telescopic bottom surface.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2010201765489U CN201649628U (en) | 2010-04-30 | 2010-04-30 | Beam stretching structure used for template early-dismantled system |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2010201765489U CN201649628U (en) | 2010-04-30 | 2010-04-30 | Beam stretching structure used for template early-dismantled system |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN201649628U true CN201649628U (en) | 2010-11-24 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN2010201765489U Expired - Fee Related CN201649628U (en) | 2010-04-30 | 2010-04-30 | Beam stretching structure used for template early-dismantled system |
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Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108442718A (en) * | 2018-04-11 | 2018-08-24 | 北京珠穆朗玛绿色建筑科技有限公司 | Adjustable straining beam support device and its working method for concrete prefabricated element |
| CN109113192A (en) * | 2018-08-24 | 2019-01-01 | 宁波建工工程集团有限公司 | It is a kind of can bidirectional modulation assembled superimposed sheet seam mortar leakage prevention plugging device |
| CN109356384A (en) * | 2018-08-31 | 2019-02-19 | 君恒咨询有限公司 | A kind of beam structure aluminum alloy pattern plate |
| CN110329140A (en) * | 2019-06-26 | 2019-10-15 | 广东中集建筑制造有限公司 | It is used to support the crossbeam of container and the vehicle with it |
| CN113771949A (en) * | 2021-11-15 | 2021-12-10 | 徐州环亚交通运输设备有限公司 | Trailer telescopic frame |
-
2010
- 2010-04-30 CN CN2010201765489U patent/CN201649628U/en not_active Expired - Fee Related
Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108442718A (en) * | 2018-04-11 | 2018-08-24 | 北京珠穆朗玛绿色建筑科技有限公司 | Adjustable straining beam support device and its working method for concrete prefabricated element |
| CN109113192A (en) * | 2018-08-24 | 2019-01-01 | 宁波建工工程集团有限公司 | It is a kind of can bidirectional modulation assembled superimposed sheet seam mortar leakage prevention plugging device |
| CN109356384A (en) * | 2018-08-31 | 2019-02-19 | 君恒咨询有限公司 | A kind of beam structure aluminum alloy pattern plate |
| CN109356384B (en) * | 2018-08-31 | 2021-02-19 | 广西博睿恩金属科技有限公司 | Crossbeam structure aluminum mould board |
| CN110329140A (en) * | 2019-06-26 | 2019-10-15 | 广东中集建筑制造有限公司 | It is used to support the crossbeam of container and the vehicle with it |
| CN113771949A (en) * | 2021-11-15 | 2021-12-10 | 徐州环亚交通运输设备有限公司 | Trailer telescopic frame |
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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: 20101124 Termination date: 20160430 |