CN201614738U - Support device for mould board assembly of steel reinforced concrete transfer beams - Google Patents
Support device for mould board assembly of steel reinforced concrete transfer beams Download PDFInfo
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- CN201614738U CN201614738U CN2009202382132U CN200920238213U CN201614738U CN 201614738 U CN201614738 U CN 201614738U CN 2009202382132 U CN2009202382132 U CN 2009202382132U CN 200920238213 U CN200920238213 U CN 200920238213U CN 201614738 U CN201614738 U CN 201614738U
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- section steel
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- bracing
- template
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Abstract
The utility model relates to a support device for mould board assembly of steel reinforced concrete transfer beams. The support device comprises a section steel beam, a bottom beam, a hanging piece, mould boards, nuts and steel pipes, wherein the upper end of the handing piece is fixed on stiffening boards on the two sides of a web board of the section steel beam, the lower end of the handing piece passes a bottom mould board of the beam and is fixed and locked on the bottom beam through the nuts, and a vertical support piece formed by the steel pipes is arranged at the bottom of the bottom beam. The support device hangs and supports the beam mould board support system through the hanging piece and the vertical support piece, has the advantages of novel structure, practicability and reliability, ensures sufficient strength and stability of the support system, saves the material, reduces the construction cost, accelerates the construction speed and reduces the effect on the substructure, thereby having better economic benefit and facilitating the popularization and application.
Description
Technical field
The utility model relates to a kind of construction formwork bracing or strutting arrangement, particularly a kind of steel reinforced concrete conversion beam form assembly 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 steel reinforced concrete conversion beam form assembly bracing or strutting arrangement, to hang formwork and Load Transfer method formwork combines, it utilizes vertical support member at the bottom of section steel beam bone framework and the beam to bear the weight of self and template, working load, concrete, reinforcing bar, rational in infrastructure, good stability, 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 steel reinforced concrete conversion beam form assembly bracing or strutting arrangement, comprise section steel beam, cross member, steel pipe, suspender member, template, nut, section steel beam is across on pillar, it is characterized in that the suspender member upper end is fixed on the floor of putting more energy into of section steel beam web both sides, the lower end is passed the beam bottom board plate and is fixed on the cross member by nut; The vertical support member of being made up of vertical steel pipe and horizontal steel pipe is set below cross member, and the vertical steel pipe top of vertical support member is supported on the two ends of cross member bottom, by suspender member and vertical support member, the crossbeam form bracing system is supported.
This device is provided with billet between cross member and the nut that is connected, be provided with on cross member and the corresponding hole of suspender member.
The nut of suspender member is a double nut, with the reliability of guaranteeing to connect; Cross member is a 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.
Suspender member of this device and support member vertically are provided with at a certain distance along section steel beam, and the quantity of the set floor of putting more energy into equates with suspender member quantity, to guarantee its support degree.
The beneficial effects of the utility model: the utility model adopts that section steel beam self-supporting and supports support combine hangs the mould braced structures, saved material usage, reduce operating expenses, the while accelerating construction progress, and reduced adverse effect to substructure, 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 1 of this bracing or strutting arrangement is welded with suspender member 3 across on pillar on the floor 2 of putting more energy into of section steel beam web both sides, and the lower end of suspender member is passed beam bottom board plate 10 and is fixed on the cross member 4 by double nut 6; Below cross member 4, be provided with the vertical support member of forming by vertical steel pipe 9 and horizontal steel pipe 7, the vertical steel pipe top contact of support member also supports cross member, connect by steel pipe 8 between each support member, thereby constitute the support member overall structure, this device supports whole beam forms support system by suspender member and vertical support member.
Be provided with billet 5 between the cross member of this device and the double nut that is connected, support the stability and the whole fastness of hanging to strengthen.The template 13 of crossbeam side is by split bolt 11 and be located at two steel pipes 15 location tension of split bolt termination, and two steel pipes are buckled tangible split bolt end by junction button 12.Be provided with veneer 14 at the side template nexine.During construction on pillar the mount type girder steel, on section steel beam, weld suspender member, and set up the beam bottom board plate, vertical support member is set, assembling reinforcement, fastening better suspender member under cross member, install side form, concreting 16 is stage by stage removed beam-slab template after maintenance then.
Claims (5)
1. steel reinforced concrete conversion beam form assembly bracing or strutting arrangement, comprise section steel beam, cross member, suspender member, steel pipe, template, nut, section steel beam is across on pillar, it is characterized in that suspender member (3) upper end is fixed on the floor of putting more energy into (2) of section steel beam (1) web both sides, the lower end is passed beam bottom board plate (10) and is fixed on the cross member (4) by nut (6); Be provided with the vertical support member of being made up of vertical steel pipe and horizontal steel pipe below cross member, the vertical steel pipe top of vertical support member is supported on the two ends of cross member bottom; By suspender member and vertical support member whole beam forms is supported.
2. bracing or strutting arrangement according to claim 1 is characterized in that being provided with billet (5) between cross member and the nut that is connected, and is provided with on cross member and the corresponding hole of suspender member.
3. bracing or strutting arrangement according to claim 1 is characterized in that cross member (4) is a channel-section steel, and the attaching nut on the suspender member (3) is double nut.
4. bracing or strutting arrangement according to claim 1 is characterized in that being provided with split bolt between the template of section steel beam both sides, and two steel pipes and junction button are set on the template of split bolt end, by to drawing nut retainer and junction button, the Template Location on beam both sides is strained.
5. bracing or strutting arrangement according to claim 1 is characterized in that the quantity of the floor of putting more energy into of section steel beam web spacing setting longitudinally equates with the suspender member quantity that is provided with along the section steel beam longitudinal pitch.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2009202382132U CN201614738U (en) | 2009-10-30 | 2009-10-30 | Support device for mould board assembly of steel reinforced concrete transfer beams |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2009202382132U CN201614738U (en) | 2009-10-30 | 2009-10-30 | Support device for mould board assembly of steel reinforced concrete transfer beams |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN201614738U true CN201614738U (en) | 2010-10-27 |
Family
ID=43001109
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN2009202382132U Expired - Fee Related CN201614738U (en) | 2009-10-30 | 2009-10-30 | Support device for mould board assembly of steel reinforced concrete transfer beams |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN201614738U (en) |
Cited By (10)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN101994390A (en) * | 2010-11-10 | 2011-03-30 | 常州第一建筑集团有限公司 | Template unit for cast-in-place concrete wall and construction method thereof |
| CN102220807A (en) * | 2011-03-29 | 2011-10-19 | 惠玉清 | Supporting framework member used in frame construction beam construction of building, supporting framework and construction method using supporting framework |
| CN102587653A (en) * | 2012-03-12 | 2012-07-18 | 中天建设集团有限公司 | Novel reinforcing tie bolt for side form of side 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 |
| 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 |
| CN105780925A (en) * | 2016-04-05 | 2016-07-20 | 中建局钢结构工程有限公司 | Truss-hanging combined system installation construction method |
| CN106205353A (en) * | 2016-08-30 | 2016-12-07 | 江苏建筑职业技术学院 | Building beam slab formwork model and manufacture method |
| CN107002422A (en) * | 2014-08-19 | 2017-08-01 | 福姆700私人有限公司 | Concrete blinding and formwork-support |
| 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 |
| CN107780656A (en) * | 2016-08-31 | 2018-03-09 | 江苏南通二建集团有限公司 | Application process of the steel combined support system in super-span conversion beam formwork system |
-
2009
- 2009-10-30 CN CN2009202382132U patent/CN201614738U/en not_active Expired - Fee Related
Cited By (11)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN101994390A (en) * | 2010-11-10 | 2011-03-30 | 常州第一建筑集团有限公司 | Template unit for cast-in-place concrete wall and construction method thereof |
| CN102220807A (en) * | 2011-03-29 | 2011-10-19 | 惠玉清 | Supporting framework member used in frame construction beam construction of building, supporting framework and construction method using supporting framework |
| CN102587653A (en) * | 2012-03-12 | 2012-07-18 | 中天建设集团有限公司 | Novel reinforcing tie bolt for side form of side 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 |
| 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 |
| 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 |
| CN107002422A (en) * | 2014-08-19 | 2017-08-01 | 福姆700私人有限公司 | Concrete blinding and formwork-support |
| CN105780925A (en) * | 2016-04-05 | 2016-07-20 | 中建局钢结构工程有限公司 | Truss-hanging combined system installation construction method |
| CN106205353A (en) * | 2016-08-30 | 2016-12-07 | 江苏建筑职业技术学院 | Building beam slab formwork model and manufacture method |
| CN107780656A (en) * | 2016-08-31 | 2018-03-09 | 江苏南通二建集团有限公司 | Application process of the steel combined support system in super-span conversion beam formwork system |
| 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 |
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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: 20101027 Termination date: 20111030 |