CN201605810U - Profile steel beam self-bearing suspended formwork supporter - Google Patents
Profile steel beam self-bearing suspended formwork supporter Download PDFInfo
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- CN201605810U CN201605810U CN2009202382147U CN200920238214U CN201605810U CN 201605810 U CN201605810 U CN 201605810U CN 2009202382147 U CN2009202382147 U CN 2009202382147U CN 200920238214 U CN200920238214 U CN 200920238214U CN 201605810 U CN201605810 U CN 201605810U
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Abstract
The utility model relates to a profile steel beam self-bearing suspended formwork supporter, which comprises a profile steel beam, an upper crossbeam, a lower crossbeam, inner and outer suspenders, formworks and nuts, the upper ends of the inner suspenders are fixed on the profile steel beam, the lower ends of the inner suspenders pass through the beam-bottom formwork and are fixed on the lower crossbeam, the upper ends of the outer suspenders are fixed on the upper crossbeam by the nuts, and the lower ends of the outer suspenders are fixed on the lower crossbeam by the nuts. The supporter utilizes the inner and the outer suspenders to suspend the crossbeam-supporting system on the profile steel beam, the structure is novel, practical and reliable, energy and materials can be saved, the construction cost is reduced, meanwhile, the construction progress is accelerated, moreover, the adverse affection on a lower structure is reduced, and therefore the supporter has good economic benefit, and can be conveniently popularized and applied.
Description
Technical field
The utility model relates to a kind of building and hangs the mould bracing or strutting arrangement, particularly a kind of section steel beam self-supporting hangs the mould bracing or strutting arrangement, mainly be to utilize shaped steel bone framework to bear template, working load, the concrete of self, the template system of reinforcing bar weight, be applicable to building structure construction.
Background technology
High-rise building transfer floor is because span is big, its vertical load that bears is very big, causes member section big, and continuously work progress complexity, intensity are big, this brings certain degree of difficulty to construction, and whether the template braced structures rationally directly has influence on duration, cost, safety and even the workmanship of construction.Steel reinforced concrete crossbeam in the high-building construction has deadweight and executes load bigger, and characteristics such as reinforcing bar is intensive, formwork height will be selected rational template braced structures according to the actual conditions of engineering, with guiding construction.Common way is three kinds of property formwork, Load Transfer method formwork and superimposed casting method formworks once.Disposable formwork needs a large amount of template backing materials (often always supporting to ground floor or basement floor), the quantity of Load Transfer method formwork support floor is definite by calculating, to discuss with designing unit in case of necessity floor design is changed, work progress is complicated, superimposed casting method formwork has selectivity, and versatility is poor.
Summary of the invention
The utility model provides a kind of section steel beam self-supporting to hang the mould bracing or strutting arrangement, it utilizes section steel beam bone framework to bear the weight of self and template, working load, concrete, reinforcing bar, rational in infrastructure, hang and do not land, safe and reliable, save material, reduction operating expenses and accelerating construction progress purpose thereby reach.
Technical solution adopted in the utility model:
A kind of shaped steel self-supporting hangs the mould bracing or strutting arrangement, comprise section steel beam, top rail, lower transverse beam, inboard suspender member, outside suspender member, template, nut, section steel beam is across on pillar, it is characterized in that inboard suspender member upper end is fixed on the reinforcing floor of section steel beam web both sides, the lower end is passed the beam bottom board plate and is fixed on the lower transverse beam by nut; Suspender member upper end, the outside is passed template and is fixed on the top rail by nut, and the lower end is fixed on the lower transverse beam by nut; Between section steel beam and top rail, be fixed with rectangular steel pipe, promptly top rail be supported on the section steel beam,, the crossbeam form bracing system is hung on section steel beam by the medial and lateral suspender member by rectangular steel pipe.
This device is provided with billet between top rail and the nut that is connected.Between two rectangular steel pipes, be fixed with connector; Be provided with parallel steel tube in the top rail lengthwise position, to strengthen the stability and the globality of suspender member.
The nut of medial and lateral suspender member is double nut, with the reliability of guaranteeing to connect; Top rail and lower transverse beam are channel-section steel.
Between the template of this device section steel beam dual-side split bolt is set, two steel pipes and junction button are set on the template of split bolt end, the Template Location on both sides is strained by split bolt and junction button.
The suspender member of this device vertically is provided with at a certain distance along section steel beam, to guarantee its support degree.
The beneficial effects of the utility model: the utility model adopts the section steel beam self-supporting to hang the mould braced structures, has saved material usage, reduces operating expenses, the while accelerating construction progress, and reduced adverse effect to substructure, and this apparatus structure novelty, safe and reliable, easy to utilize.
Description of drawings
Fig. 1 is the utility model structural representation.
The specific embodiment
The contrast accompanying drawing specifies its structure.
In Fig. 1, the section steel beam 11 that originally hangs the mould bracing or strutting arrangement is welded with inboard suspender member 12 across on pillar on the reinforcing floor 10 of section steel beam web both sides, and the lower end of inboard suspender member is passed beam bottom board plate 15 and is fixed on the lower transverse beam 13 by double nut; Suspender member 16 upper ends, the outside are passed template and concrete 1 and are fixed on the top rail 4 by double nut 2, the lower end is fixed on the lower transverse beam 13 by double nut, top rail is supported on the section steel beam 11 by rectangular steel pipe 5, by medial and lateral suspender member and upper and lower crossbeam the beam forms support system is hung on section steel beam.
Be provided with billet 3 between the top rail of this device and the double nut that is connected, between two rectangle steels 5 that support, be fixed with connector 6, on the top rail lengthwise position, be provided with parallel steel tube 7, support the stability and the whole fastness of hanging to strengthen.The template 9 of crossbeam side is by split bolt 19 and be located at two steel pipes 17 location tension of split bolt termination, and two steel pipes are buckled tangible split bolt end by junction button 18.Be provided with backing plate 21 at the side template skin, between beam bottom board plate 15 and lower transverse beam 13, be provided with backing plate 14.During construction on pillar the mount type girder steel, the inboard suspender member of welding and is set up the crossbeam soffit formwork on section steel beam, fastening outside suspender member is installed in assembling reinforcement again, installs side form, concreting 1 is stage by stage removed beam-slab template after maintenance then.
Claims (5)
1. a section steel beam self-supporting hangs the mould bracing or strutting arrangement, comprise shaped steel fine strain of millet, top rail, following crossbeam, inboard suspender member, outside suspender member, template, nut, section steel beam is across on pillar, it is characterized in that inboard suspender member (12) upper end is fixed on the reinforcing floor (10) of section steel beam (11) web both sides, the lower end is passed beam bottom board plate (15) and is fixed on the lower transverse beam (13) by nut (2); Outside suspender member (16) upper end is passed template and is fixed on the top rail (4) by nut, and the lower end is fixed on the lower transverse beam (13) by nut; Between section steel beam and top rail, be fixed with rectangular steel pipe (5).
2. a kind of section steel beam self-supporting according to claim 1 hangs the mould bracing or strutting arrangement, it is characterized in that between top rail and the nut that is connected, being provided with billet (3), between two rectangular steel pipes, be fixed with connector (6), be provided with parallel steel pipe (7) in the top rail lengthwise position.
3. a kind of section steel beam self-supporting according to claim 1 hangs the mould bracing or strutting arrangement, it is characterized in that top rail (4) and lower transverse beam (13) are channel-section steel.
4. a kind of section steel beam self-supporting according to claim 1 hangs the mould bracing or strutting arrangement, it is characterized in that the attaching nut on inboard connector and the outside connector is double nut.
5. a kind of section steel beam self-supporting according to claim 1 hangs the mould bracing or strutting arrangement, it is characterized in that between the template of section steel beam both sides, being provided with split bolt, two steel pipes and junction button are set, by split bolt and junction button, with the Template Location tension on beam both sides on the template of split bolt end.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2009202382147U CN201605810U (en) | 2009-10-30 | 2009-10-30 | Profile steel beam self-bearing suspended formwork supporter |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2009202382147U CN201605810U (en) | 2009-10-30 | 2009-10-30 | Profile steel beam self-bearing suspended formwork supporter |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN201605810U true CN201605810U (en) | 2010-10-13 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN2009202382147U Expired - Fee Related CN201605810U (en) | 2009-10-30 | 2009-10-30 | Profile steel beam self-bearing suspended formwork supporter |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN201605810U (en) |
Cited By (14)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102080357A (en) * | 2011-01-06 | 2011-06-01 | 中铁二十四局集团浙江工程有限公司 | Integrated beam-falling device and method for steel pipe pier bailey beam cast-in-place bracket |
| CN103556820A (en) * | 2013-10-25 | 2014-02-05 | 杭州固力建筑工程有限公司 | Suspension mold for enlarging and reinforcing concrete beam and construction method of suspension mold |
| CN104110136A (en) * | 2013-04-18 | 2014-10-22 | 中冶天工上海十三冶建设有限公司 | Erecting method for concrete pouring formwork with structural transition layer comprising H-type steel crossbeam |
| CN105696747A (en) * | 2013-03-05 | 2016-06-22 | 中国建筑第八工程局有限公司 | Construction method for aerial large-span reinforced concrete beam |
| CN106592966A (en) * | 2016-12-28 | 2017-04-26 | 河北建筑工程学院 | Support-beam-plate-free post-cast strip formwork system and construction method thereof |
| CN106988485A (en) * | 2017-04-21 | 2017-07-28 | 江苏扬州建工建设集团有限公司 | The construction method of structural transition layer Shaped Steel concrete beam |
| CN107514135A (en) * | 2017-09-26 | 2017-12-26 | 中国十七冶集团有限公司 | A kind of steel reinforced concrete beam forms is without support system erecting device and its application method |
| CN108374555A (en) * | 2018-05-04 | 2018-08-07 | 舜杰建设（集团）有限公司 | Girder with rolled steel section en cased in concrete, which pours, to be smash without support hung formwork structure and method |
| CN108396963A (en) * | 2018-03-22 | 2018-08-14 | 中国五冶集团有限公司 | A kind of sizing steel construction hangs membrane module |
| CN110130635A (en) * | 2019-06-18 | 2019-08-16 | 中国五冶集团有限公司 | A kind of cantilever steel girder external wrapping concrete mold side template strengthening structure and cantilever steel girder external wrapping concrete construction method |
| CN110195512A (en) * | 2019-06-18 | 2019-09-03 | 中国五冶集团有限公司 | A kind of girder with rolled steel section en cased in concrete external wrapping concrete mold and steel reinforced concrete beam construction method |
| CN111502262A (en) * | 2020-04-15 | 2020-08-07 | 广西建工集团第五建筑工程有限责任公司 | Prefabricated beam pouring template assembly, concrete structure and construction method of concrete structure |
| CN113338535A (en) * | 2021-06-21 | 2021-09-03 | 中建科工集团有限公司 | Forming die and construction method for H-shaped steel beam wrapped concrete |
| CN113356582A (en) * | 2021-06-21 | 2021-09-07 | 中建科工集团有限公司 | Mould for pouring steel beam concrete-wrapped outside and construction method |
-
2009
- 2009-10-30 CN CN2009202382147U patent/CN201605810U/en not_active Expired - Fee Related
Cited By (17)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102080357A (en) * | 2011-01-06 | 2011-06-01 | 中铁二十四局集团浙江工程有限公司 | Integrated beam-falling device and method for steel pipe pier bailey beam cast-in-place bracket |
| CN102080357B (en) * | 2011-01-06 | 2012-08-29 | 中铁二十四局集团浙江工程有限公司 | Integrated beam-falling device and method for steel pipe pier bailey beam cast-in-place bracket |
| CN105696747B (en) * | 2013-03-05 | 2018-03-27 | 中国建筑第八工程局有限公司 | The construction method of high-altitude long-span reinforced concrete beam |
| CN105696747A (en) * | 2013-03-05 | 2016-06-22 | 中国建筑第八工程局有限公司 | Construction method for aerial large-span reinforced concrete beam |
| CN104110136A (en) * | 2013-04-18 | 2014-10-22 | 中冶天工上海十三冶建设有限公司 | Erecting method for concrete pouring formwork with structural transition layer comprising H-type steel crossbeam |
| CN103556820A (en) * | 2013-10-25 | 2014-02-05 | 杭州固力建筑工程有限公司 | Suspension mold for enlarging and reinforcing concrete beam and construction method of suspension mold |
| CN106592966A (en) * | 2016-12-28 | 2017-04-26 | 河北建筑工程学院 | Support-beam-plate-free post-cast strip formwork system and construction method thereof |
| CN106988485A (en) * | 2017-04-21 | 2017-07-28 | 江苏扬州建工建设集团有限公司 | The construction method of structural transition layer Shaped Steel concrete beam |
| CN107514135A (en) * | 2017-09-26 | 2017-12-26 | 中国十七冶集团有限公司 | A kind of steel reinforced concrete beam forms is without support system erecting device and its application method |
| CN108396963A (en) * | 2018-03-22 | 2018-08-14 | 中国五冶集团有限公司 | A kind of sizing steel construction hangs membrane module |
| CN108374555A (en) * | 2018-05-04 | 2018-08-07 | 舜杰建设（集团）有限公司 | Girder with rolled steel section en cased in concrete, which pours, to be smash without support hung formwork structure and method |
| CN110130635A (en) * | 2019-06-18 | 2019-08-16 | 中国五冶集团有限公司 | A kind of cantilever steel girder external wrapping concrete mold side template strengthening structure and cantilever steel girder external wrapping concrete construction method |
| CN110195512A (en) * | 2019-06-18 | 2019-09-03 | 中国五冶集团有限公司 | A kind of girder with rolled steel section en cased in concrete external wrapping concrete mold and steel reinforced concrete beam construction method |
| CN111502262A (en) * | 2020-04-15 | 2020-08-07 | 广西建工集团第五建筑工程有限责任公司 | Prefabricated beam pouring template assembly, concrete structure and construction method of concrete structure |
| CN113338535A (en) * | 2021-06-21 | 2021-09-03 | 中建科工集团有限公司 | Forming die and construction method for H-shaped steel beam wrapped concrete |
| CN113356582A (en) * | 2021-06-21 | 2021-09-07 | 中建科工集团有限公司 | Mould for pouring steel beam concrete-wrapped outside and construction method |
| CN113356582B (en) * | 2021-06-21 | 2022-04-01 | 中建科工集团有限公司 | Mould for pouring steel beam concrete-wrapped outside and construction method |
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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: 20101013 Termination date: 20111030 |