CN201738575U - Beam-slab supporting system with post-cast strip - Google Patents
Beam-slab supporting system with post-cast strip Download PDFInfo
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- CN201738575U CN201738575U CN2010202376257U CN201020237625U CN201738575U CN 201738575 U CN201738575 U CN 201738575U CN 2010202376257 U CN2010202376257 U CN 2010202376257U CN 201020237625 U CN201020237625 U CN 201020237625U CN 201738575 U CN201738575 U CN 201738575U
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Abstract
The utility model discloses a beam-slab supporting system with a post-cast strip, which is characterized by comprising a supporting frame body, wherein the supporting frame body is formed by building vertical rods and horizontal rods, the supporting frame body comprises a supporting frame body at a post-cast strip part and a supporting frame body at both sides thereof, wherein the supporting frame bodies are mutually independent, a longitudinal secondary keel is laid on the supporting frame body at both sides of the post-cast strip, and a transverse secondary keel is laid on the supporting frame body at the post-cast strip part; and a template at the post-cast strip part is installed on the transverse secondary keel, a template at both sides of the post-cast strip is installed on the longitudinal secondary keel, the template at the post-cast strip part is in flat-joint abutting joint with the adjacent template at both sides thereof, and the longitudinal secondary keel is arranged below the abutted part of the templates. The post-cast strip of the utility model adopts an independent supporting system, does not need to be dismantled or rebuilt after first building is finished, avoids the repeated labor of secondary building and saves human and material resources; and moreover, the independent supporting system is always kept at the post-cast strip part, and the structural safety of the post-cast strip can be ensured.
Description
Technical field
The utility model relates to the support system in a kind of construction work, particularly a kind of beam plate supporting system with ater-casting.
Background technology
At present, often occur Overlong Concrete Structure in the building engineering construction, in overlength top board cast-in-place concrete structure, every 30-40m the ater-casting is set one according to code requirement, still need there be support system at the position, ater-casting after the supported on both sides system is removed.In construction in the past, the support system of overlength top board is set up and is structure as a whole, before dismounting, should establish support member on top, position, ater-casting earlier, when the support system of integrative-structure is removed, the support system first time at position, ater-casting also is removed thereupon, at this moment, need set up its support system for the second time at the position, ater-casting and be used for supporting alter-pouring strips mould plate.Field control is improper when the ater-casting, the ater-casting is not done in advance yet or is in time returned back to top, and perhaps removes the factors such as part support of ater-casting because of the ater-casting cleaning, and this top board ater-casting is separated because of factors such as dead load, working load, cause the top board people for encorbelmenting, cause roof break.
The utility model content
The utility model provides a kind of beam plate supporting system with ater-casting for solving the technical problem that exists in the known technology, this support system not only can avoid secondary to set up the ater-casting support system, save artificial, material resources, and can guarantee the safety of structure of ater-casting.
The technical scheme that the utility model is taked for the technical problem that exists in the solution known technology is: a kind of beam plate supporting system with ater-casting, comprise by vertical rod and horizon bar and set up the supporting frame that forms, the support frame as described above body comprises separate position, the ater-casting supporting frame and the supporting frame of its both sides, be equipped with vertical secondary joist on the supporting frame of both sides, described ater-casting, be equipped with horizontal secondary joist on the supporting frame of position, described ater-casting; The template at position, ater-casting is installed on the described horizontal secondary joist, the template of both sides, ater-casting is installed on described vertical secondary joist, the template flush joint that the template at position, described ater-casting is adjacent with its both sides docks, and is provided with vertical secondary joist below their joints.
The holder of U type is installed in the every vertical rod, in the holder of the U of both sides, ater-casting type, is equipped with horizontal main joist, be equipped with described vertical secondary joist on the described horizontal main joist; In the holder of the U at position, ater-casting type, be equipped with vertical main joist, be equipped with described horizontal secondary joist on described vertical main joist; The template at position, described ater-casting is provided with a traveling formwork every a preseting length.
50～100mm place, edge, template two lateral extent ater-casting at position, described ater-casting is pasted with sponge strip along the ater-casting length direction.
The below of described sponge strip is provided with the vertical rod of ater-casting supporting frame.
The template width at position, described ater-casting should be the ater-casting width and adds 400mm～1000mm.
The support frame as described above body is steel tube fastener formula scaffold, bowl button frame or door type frame.
Advantage and the good effect that the utlity model has are: independently support system is adopted in the ater-casting, set up first finish after, need not remove again and set up, human and material resources are saved in the duplication of labour of having avoided secondary to set up; And the position, ater-casting remained independently support system, can guarantee the safety of structure of ater-casting; Further, the template at position, ater-casting is provided with a traveling formwork that can pull and push every a setpoint distance, can extract out easily and insert, and after traveling formwork was extracted out, the ater-casting formed clean-out hatch at this place, is convenient to the cleaning of foreign material in the ater-casting; The utility model can produce tangible economic benefit and social benefit.
Description of drawings
Fig. 1 is that the utility model is not with the beam plate supporting system structural representation with ater-casting of U type holder;
Fig. 2 is the A portion enlarged drawing of Fig. 1;
Fig. 3 is the beam plate supporting system structural representation with ater-casting of the utility model band U type holder;
Fig. 4 is the A portion enlarged drawing of Fig. 3;
Fig. 5 is the vertical view at the position, beam plate supporting system ater-casting with ater-casting of the utility model band U type holder.
Among the figure: 1, the template of both sides, ater-casting, 2, vertical secondary joist, 3, the holder of U type, 4, sponge strip, 5, the template at position, ater-casting, 5-1, traveling formwork, 5-2, other the template at position, ater-casting, 6, the ater-casting, 7, horizontal secondary joist, 8, vertical main joist, 9, concrete, 10, horizontal main joist, 11, horizon bar, 12, vertical rod, 13, backing plate.
The specific embodiment
For further understanding summary of the invention of the present utility model, characteristics and effect, exemplify following examples now, and conjunction with figs. is described in detail as follows:
See also Fig. 1～Fig. 5, direction described in the literary composition is as the criterion with Fig. 1 and Fig. 4.A kind of beam plate supporting system with ater-casting, comprise by vertical rod 12 and horizon bar 11 and set up the supporting frame that forms, supporting frame comprises separate position, the ater-casting supporting frame and the supporting frame of its both sides, be equipped with vertical secondary joist 2 on the supporting frame of both sides, ater-casting, be equipped with horizontal secondary joist 7 on the supporting frame of position, ater-casting; The template 5 at position, ater-casting laterally is installed on the secondary joist 7, the template 1 of both sides, ater-casting vertically is installed on the secondary joist 2, the template flush joint that the template 5 at position, ater-casting is adjacent with its both sides docks, and is provided with vertical secondary joist 2 below their joints.
For the ease of the cleaning of postorder ater-casting 6, U type holder 3 is installed in the every vertical rod 12, in the holder of the U of both sides, ater-casting type, be equipped with horizontal main joist 10, laterally be equipped with vertical secondary joist 2 on the main joist 10; In the holder of the U at position, ater-casting type, be equipped with vertical main joist 8, vertically be equipped with horizontal secondary joist 7 on the main joist 8; The template 5 at position, ater-casting is provided with a traveling formwork 5-1 every a preseting length.
In order to prevent back pouring concrete spillage, guarantee the planeness of top board, 50～100mm place, 6 edges, 5 liang of lateral extent ater-castings of the template at position, ater-casting is pasted with sponge strip 4 along the ater-casting length direction.In order to guarantee the sealing of sponge strip 4 better, the below of sponge strip is provided with the vertical rod 12 of ater-casting supporting frame.
The template width at position, ater-casting should be the ater-casting width and adds 400mm～1000mm.Supporting frame is steel tube fastener formula scaffold, bowl button frame or door type frame.
Use top board construction method of the present utility model, this method may further comprise the steps:
(1) set up the top plate supporting system:
1) set up vertical rod 12 and horizon bar 11, form supporting frame, wherein, the supporting frame at position, ater-casting alone becomes an individual system, and backing plate 13 is established in every vertical rod 12 bottoms;
2) on the horizon bar 11 of the supporting frame of 6 both sides, ater-casting, lay vertical secondary joist 2; On the horizon bar 11 of position, ater-casting supporting frame, lay horizontal secondary joist 7;
3) template 5 at position, ater-casting is installed by elder generation on horizontal secondary joist 7, the template 1 of both sides, ater-casting is installed on vertical secondary joist 2 again, the template flush joint that the template 5 at position, ater-casting is adjacent with its both sides docks tightly, and is provided with vertical secondary joist 2 below their joints.The width of the template 5 at position, ater-casting should be the ater-casting width and adds 400mm～1000mm.
In order to prevent back pouring concrete spillage, guarantee the planeness of top board, should paste sponge strip 4 along the ater-casting length direction at 50～100mm place, 6 edges, 5 liang of lateral extent ater-castings of template at position, ater-casting.The below that is preferably in sponge strip 4 is provided with the vertical rod 12 of ater-casting supporting frame, so that guarantee the sealing of sponge strip 4 better.
Above-mentioned main joist can be flitch, channel-section steel, i iron, square steel or two steel pipes etc.
Above-mentioned supporting frame can be steel tube fastener formula scaffold, bowl button frame or door type frame.
See also Fig. 3～Fig. 5, for the ease of the cleaning of postorder ater-casting 6, the template 5 at position, ater-casting preferably is provided with a traveling formwork 5-1 that can pull and push every a preseting length, and the template 5-2 nail at other position, ater-casting is on horizontal secondary joist 7.For example, establish the long traveling formwork of a 300mm every 10m; Simultaneously, U type holder 3 is installed in every vertical rod 12, in the holder of the U of both sides, ater-casting type, lays horizontal main joist 10, laterally laying vertical secondary joist 2 on the main joist 10; In the holder of the U at position, ater-casting type, lay vertical main joist 8, vertically laying horizontal secondary joist 7 on the main joist 8.
(2) concrete building:
1) build the concrete 9 of both sides, ater-casting, treat its intensity that reaches design and code requirement after, remove the support system below it, the support system at reservation position, ater-casting;
2) treat ater-casting execution conditions maturation after, pick the concrete in the cutter ater-casting 6 and the ater-casting cleaned out; Combine with first pouring concrete is good with pouring concrete after an action of the bowels; Carrying out the ater-casting inner concrete picks when cutting a hole, cleaning work in the ater-casting is that emphasis also is a difficult point, clean out in order effectively to guarantee this position, the cleanup step of ater-casting 6 is: unclamp traveling formwork 5-1 U type holder 3 on every side, relaxation exercise template 5-1, traveling formwork 5-1 and first pouring concrete 9 are thrown off, extract traveling formwork 5-1 out, on the template at position, ater-casting, form clean-out hatch, to build foreign material with air pump purges clean, insert traveling formwork 5-1 it is resetted, the U type holder 3 around the fastening traveling formwork 5-1 holds out against traveling formwork 5-1.After traveling formwork 5-1 extracted out, sponge strip 4 disconnected, and pasted sponge strip below the top board that should formerly water this moment, in order to connecting the sponge strip that disconnects, with the planeness of guaranteeing that reliability that the sponge strip blocking concrete leaks outside and top board meet Cha Chu.
3) build the ater-casting concrete, when treating that it reaches design and intensity of code requirement, remove the support system below it.
The holder of above-mentioned U type is outsourcing or lease finished parts.
Above-mentioned job practices is suitable for the construction of the beam with ater-casting equally.
Although in conjunction with the accompanying drawings preferred embodiment of the present utility model is described above; but the utility model is not limited to the above-mentioned specific embodiment; the above-mentioned specific embodiment only is schematic; be not restrictive; those of ordinary skill in the art is under enlightenment of the present utility model; not breaking away under the scope situation that the utility model aim and claim protect, can also make a lot of forms, these all belong within the protection domain of the present utility model.
Claims (6)
1. beam plate supporting system with ater-casting, it is characterized in that, comprise by vertical rod and horizon bar and set up the supporting frame that forms, the support frame as described above body comprises separate position, the ater-casting supporting frame and the supporting frame of its both sides, be equipped with vertical secondary joist on the supporting frame of both sides, described ater-casting, be equipped with horizontal secondary joist on the supporting frame of position, described ater-casting; The template at position, ater-casting is installed on the described horizontal secondary joist, the template of both sides, ater-casting is installed on described vertical secondary joist, the template flush joint that the template at position, described ater-casting is adjacent with its both sides docks, and is provided with vertical secondary joist below their joints.
2. the beam plate supporting system with ater-casting according to claim 1 is characterized in that, the holder of U type is installed in the every vertical rod, is equipped with horizontal main joist in the holder of the U of both sides, ater-casting type, is equipped with described vertical secondary joist on the described horizontal main joist; In the holder of the U at position, ater-casting type, be equipped with vertical main joist, be equipped with described horizontal secondary joist on described vertical main joist; The template at position, described ater-casting is provided with a traveling formwork every a preseting length.
3. the beam plate supporting system with ater-casting according to claim 1 and 2 is characterized in that, 50～100mm place, edge, template two lateral extent ater-casting at position, described ater-casting is pasted with sponge strip along the ater-casting length direction.
4. the beam plate supporting system with ater-casting according to claim 3, the below of described sponge strip is provided with the vertical rod of ater-casting supporting frame.
5. the beam plate supporting system with ater-casting according to claim 1 is characterized in that, the template width at position, described ater-casting should be the ater-casting width and adds 400mm～1000mm.
6. the beam plate supporting system with ater-casting according to claim 1 is characterized in that, the support frame as described above body is steel tube fastener formula scaffold, bowl button frame or door type frame.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2010202376257U CN201738575U (en) | 2010-06-25 | 2010-06-25 | Beam-slab supporting system with post-cast strip |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2010202376257U CN201738575U (en) | 2010-06-25 | 2010-06-25 | Beam-slab supporting system with post-cast strip |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN201738575U true CN201738575U (en) | 2011-02-09 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN2010202376257U Expired - Fee Related CN201738575U (en) | 2010-06-25 | 2010-06-25 | Beam-slab supporting system with post-cast strip |
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| Country | Link |
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| CN (1) | CN201738575U (en) |
Cited By (11)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102691411A (en) * | 2012-06-21 | 2012-09-26 | 中国建筑第五工程局有限公司 | Beam plate post-cast strip template support system and construction method thereof |
| CN104153508A (en) * | 2014-09-02 | 2014-11-19 | 中国建筑第八工程局有限公司 | Floor construction structure and method |
| CN105544965A (en) * | 2016-01-21 | 2016-05-04 | 中建八局第三建设有限公司 | Secondary pouring construction device for small structure hole |
| CN105839914A (en) * | 2016-06-01 | 2016-08-10 | 成都建筑工程集团总公司 | Adjustable steel beam supporting device and adjustable steel beam supporting system |
| CN107227843A (en) * | 2017-07-28 | 2017-10-03 | 北京城建七建设工程有限公司 | A kind of alter-pouring strips mould plate support system and construction method |
| CN110306788A (en) * | 2019-06-29 | 2019-10-08 | 中国二十二冶集团有限公司 | Roof board post poured band bottom formwork erecting structure and its construction method |
| CN110512897A (en) * | 2019-07-30 | 2019-11-29 | 中铁建设集团有限公司 | A kind of post-cast strip support system and installation method |
| CN110565946A (en) * | 2019-07-31 | 2019-12-13 | 常州第一建筑集团有限公司 | Construction method for supporting post-cast strip of basement of large-scale overhanging structure building |
| CN111140008A (en) * | 2019-12-13 | 2020-05-12 | 中冶天工集团有限公司 | Post-pouring strip template supporting system with function of back jacking after disassembly |
| CN111561150A (en) * | 2020-05-25 | 2020-08-21 | 中建七局第一建筑有限公司 | Post-cast strip supporting system |
| CN113107192A (en) * | 2021-03-31 | 2021-07-13 | 中国五冶集团有限公司 | Post-cast strip supporting method |
-
2010
- 2010-06-25 CN CN2010202376257U patent/CN201738575U/en not_active Expired - Fee Related
Cited By (12)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102691411A (en) * | 2012-06-21 | 2012-09-26 | 中国建筑第五工程局有限公司 | Beam plate post-cast strip template support system and construction method thereof |
| CN104153508A (en) * | 2014-09-02 | 2014-11-19 | 中国建筑第八工程局有限公司 | Floor construction structure and method |
| CN105544965A (en) * | 2016-01-21 | 2016-05-04 | 中建八局第三建设有限公司 | Secondary pouring construction device for small structure hole |
| CN105839914A (en) * | 2016-06-01 | 2016-08-10 | 成都建筑工程集团总公司 | Adjustable steel beam supporting device and adjustable steel beam supporting system |
| CN105839914B (en) * | 2016-06-01 | 2018-03-20 | 成都建筑工程集团总公司 | Adjustable steel beam support meanss and system |
| CN107227843A (en) * | 2017-07-28 | 2017-10-03 | 北京城建七建设工程有限公司 | A kind of alter-pouring strips mould plate support system and construction method |
| CN110306788A (en) * | 2019-06-29 | 2019-10-08 | 中国二十二冶集团有限公司 | Roof board post poured band bottom formwork erecting structure and its construction method |
| CN110512897A (en) * | 2019-07-30 | 2019-11-29 | 中铁建设集团有限公司 | A kind of post-cast strip support system and installation method |
| CN110565946A (en) * | 2019-07-31 | 2019-12-13 | 常州第一建筑集团有限公司 | Construction method for supporting post-cast strip of basement of large-scale overhanging structure building |
| CN111140008A (en) * | 2019-12-13 | 2020-05-12 | 中冶天工集团有限公司 | Post-pouring strip template supporting system with function of back jacking after disassembly |
| CN111561150A (en) * | 2020-05-25 | 2020-08-21 | 中建七局第一建筑有限公司 | Post-cast strip supporting system |
| CN113107192A (en) * | 2021-03-31 | 2021-07-13 | 中国五冶集团有限公司 | Post-cast strip supporting method |
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Legal Events
| Date | Code | Title | Description |
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| 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: 20110209 Termination date: 20130625 |