CN201991226U - Flange template support structure - Google Patents
Flange template support structure Download PDFInfo
- Publication number
- CN201991226U CN201991226U CN2011200723619U CN201120072361U CN201991226U CN 201991226 U CN201991226 U CN 201991226U CN 2011200723619 U CN2011200723619 U CN 2011200723619U CN 201120072361 U CN201120072361 U CN 201120072361U CN 201991226 U CN201991226 U CN 201991226U
- Authority
- CN
- China
- Prior art keywords
- flange
- steel
- support structure
- formwork support
- scaffolding
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Expired - Fee Related
Links
Images
Landscapes
- Rod-Shaped Construction Members (AREA)
Abstract
本实用新型涉及建筑施工模板支撑结构,具体是一种用于钢框架混凝土组合结构的楼板施工中的翼缘模板支撑结构。它以工字梁为支撑体,所述工字梁的钢梁翼缘内设置有支撑木方,该支撑木方紧靠钢梁腹板,其下端支撑在钢梁翼缘上,其上端顶在井字架木方上。本实用新型有效利用了钢框架混凝土组合结构中的工字梁翼缘这一结构特点,使工字梁翼缘参于楼板模板支撑系统,取消了原有施工方法中钢梁两侧的两排脚手架,从而减少了脚手架的搭设成本,解决了材料周转等问题,且支撑效果不变,符合安全及质量要求。同时还节约了下部空间,为项目部成本控制提供了一个新的途径。
The utility model relates to a building construction formwork support structure, in particular to a flange formwork support structure used in floor slab construction of a steel frame concrete composite structure. It uses the I-beam as the support body, and the steel beam flange of the I-beam is provided with a supporting wooden square, which is close to the steel beam web, its lower end is supported on the steel beam flange, and its upper end is supported on the well frame. on the wooden side. The utility model effectively utilizes the structural feature of the I-beam flange in the steel frame concrete composite structure, makes the I-beam flange participate in the floor formwork support system, cancels the two rows of scaffolding on both sides of the steel beam in the original construction method, thereby reducing It reduces the cost of scaffolding, solves the problem of material turnover, and the support effect remains unchanged, which meets the safety and quality requirements. At the same time, the lower space is saved, which provides a new way for the cost control of the project department.
Description
技术领域technical field
本实用新型涉及建筑施工模板支撑结构,具体是一种用于钢框架混凝土组合结构的楼板施工中的翼缘模板支撑结构。The utility model relates to a building construction formwork support structure, in particular to a flange formwork support structure used in floor slab construction of a steel frame concrete composite structure.
背景技术Background technique
现有楼板模板支撑结构为木模板、木方和钢管支架组合的结构方式,采用这种模板支撑方式需要搭设满堂脚手架,用于支撑楼板下部模板,此种模板支撑系统是土建施工领域一直沿用的方式,但是该方法拼装和搭建的工作量大,施工效率低,并占用了有限的周转材料,不利于项目的成本控制,而且也占用了楼板下部空间,不利于各工序的穿插进行。The existing floor formwork support structure is a combination of wooden formwork, wooden squares and steel pipe brackets. Using this formwork support method requires the erection of a full hall of scaffolding to support the lower formwork of the floor slab. This formwork support system has been used in the field of civil engineering construction. However, this method requires a large amount of assembly and construction work, low construction efficiency, and occupies limited turnover materials, which is not conducive to the cost control of the project, and also occupies the space under the floor, which is not conducive to the interspersed progress of various processes.
发明内容Contents of the invention
本实用新型旨在解决传统楼板模板支撑结构存在的上述问题,而提供一种有效利用钢框架混凝土组合结构中的工字梁翼缘参于支撑的翼缘模板支撑结构。The utility model aims to solve the above-mentioned problems existing in the traditional floor formwork support structure, and provides a flange formwork support structure which effectively utilizes the I-beam flange in the steel frame concrete composite structure to participate in the support.
本实用新型采用的技术方案是:一种翼缘模板支撑结构,它以工字梁为支撑体,所述工字梁的钢梁翼缘内设置有支撑木方,该支撑木方紧靠钢梁腹板,其下端支撑在钢梁翼缘上,其上端顶在井字架木方上。The technical scheme adopted by the utility model is: a flange formwork support structure, which uses an I-beam as a support body, and a supporting wooden square is arranged inside the steel beam flange of the I-shaped beam, and the supporting wooden square is close to the steel beam web The lower end of the plate is supported on the flange of the steel beam, and the upper end is supported on the wooden square of the well-shaped frame.
与现有技术相比,本实用新型有效利用了钢框架混凝土组合结构中的工字梁翼缘这一结构特点,使工字梁翼缘参于楼板模板支撑系统,取消了原有施工方法中钢梁两侧的两排脚手架,从而减少了脚手架的搭设成本,解决了材料周转等问题,且支撑效果不变,符合安全及质量要求。同时还节约了下部空间,为项目部成本控制提供了一个新的途径。Compared with the prior art, the utility model effectively utilizes the structural feature of the I-beam flange in the steel frame concrete composite structure, makes the I-beam flange participate in the floor formwork support system, and cancels the two sides of the steel beam in the original construction method. There are two rows of scaffolding, which reduces the cost of scaffolding, solves the problem of material turnover, and the supporting effect remains unchanged, which meets the safety and quality requirements. At the same time, the lower space is saved, which provides a new way for the cost control of the project department.
附图说明Description of drawings
图1是本实用新型的立面结构示意图。Fig. 1 is the elevation structure schematic diagram of the utility model.
图中:支撑木方1,钢梁翼缘2,钢梁腹板3,脚手架4,楼板模板5,井字架木方6。In the figure: support wooden square 1, steel beam flange 2, steel beam web 3, scaffolding 4, floor formwork 5, well-tac-toe wooden square 6.
具体实施方式Detailed ways
以下结合附图及实施例对本实用新型作进一步说明。Below in conjunction with accompanying drawing and embodiment the utility model is described further.
参见图1,本实用新型所述的翼缘模板支撑结构属于钢框架混凝土组合结构的楼板模板支撑系统的一部分,在楼板模板支撑系统中,包括按传统方式搭设的脚手架4和由井字架木方6构成的井字架,脚手架4上部支撑井字架,井字架上部支撑楼板模板5。翼缘模板支撑结构以工字梁为支撑体,工字梁的钢梁翼缘2内设置有支撑木方1,该支撑木方1紧靠钢梁腹板3,其下端支撑在钢梁翼缘2上,其上端顶在井字架木方6上,从而达到支撑楼板模板5的作用。支撑木方1为50mm×100mm×腹板高度的木方,其沿梁方向间距由脚手架立杆纵距决。翼缘模板支撑结构使原有施工方法中钢梁两侧的两排脚手架可以取消不做,节省了材料,其余部位脚手架依然按照原有脚手架方式搭设。Referring to Fig. 1, the flange formwork support structure described in the utility model belongs to a part of the floor formwork support system of the steel frame concrete composite structure, and in the floor formwork support system, comprises the scaffolding 4 that builds up by traditional method and is made of well-tac-toe wooden square The well-tac-toe frame formed by 6, the scaffold 4 top supports the well-tac-toe frame, and the top of the well-tac-toe frame supports the floor formwork 5. The support structure of the flange formwork uses the I-beam as the support body, and the steel beam flange 2 of the I-beam is provided with a supporting wooden square 1. The supporting wooden square 1 is close to the steel beam web 3, and its lower end is supported on the steel beam flange 2. Its upper end props up on the wooden square 6 of the well-shaped frame, thereby reaches the effect of supporting the floor formwork 5. The supporting wooden square 1 is a wooden square of 50mm×100mm×web height, and its spacing along the beam direction is determined by the vertical distance of the scaffolding pole. The flange formwork support structure makes it possible to cancel the two rows of scaffolding on both sides of the steel beam in the original construction method, saving materials, and the rest of the scaffolding is still erected according to the original scaffolding method.
Claims (1)
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2011200723619U CN201991226U (en) | 2011-03-18 | 2011-03-18 | Flange template support structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2011200723619U CN201991226U (en) | 2011-03-18 | 2011-03-18 | Flange template support structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN201991226U true CN201991226U (en) | 2011-09-28 |
Family
ID=44667715
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN2011200723619U Expired - Fee Related CN201991226U (en) | 2011-03-18 | 2011-03-18 | Flange template support structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN201991226U (en) |
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102797353A (en) * | 2012-08-24 | 2012-11-28 | 西安西航集团铝业有限公司 | Early-detaching combined template system |
| CN105133832A (en) * | 2015-08-03 | 2015-12-09 | 共享钢构有限责任公司 | Repeatedly used concrete floor template supporting device |
| CN106522531A (en) * | 2016-12-09 | 2017-03-22 | 上海建工二建集团有限公司 | Ring lock scaffold opening portion bracket supporting system |
| CN108393640A (en) * | 2018-05-18 | 2018-08-14 | 中国二十二冶集团有限公司 | Assemble the welding positioner of pipe I-steel |
| CN109944427A (en) * | 2019-03-19 | 2019-06-28 | 五冶集团上海有限公司 | A kind of support frame for steel structure concrete platform and its construction method |
-
2011
- 2011-03-18 CN CN2011200723619U patent/CN201991226U/en not_active Expired - Fee Related
Cited By (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102797353A (en) * | 2012-08-24 | 2012-11-28 | 西安西航集团铝业有限公司 | Early-detaching combined template system |
| CN102797353B (en) * | 2012-08-24 | 2015-08-26 | 西安西航集团铝业有限公司 | A kind of morning tears gang form system open |
| CN105133832A (en) * | 2015-08-03 | 2015-12-09 | 共享钢构有限责任公司 | Repeatedly used concrete floor template supporting device |
| CN106522531A (en) * | 2016-12-09 | 2017-03-22 | 上海建工二建集团有限公司 | Ring lock scaffold opening portion bracket supporting system |
| CN106522531B (en) * | 2016-12-09 | 2019-04-30 | 上海建工二建集团有限公司 | The support system of one discharge plate buckle type scaffold door opening position bracket |
| CN108393640A (en) * | 2018-05-18 | 2018-08-14 | 中国二十二冶集团有限公司 | Assemble the welding positioner of pipe I-steel |
| CN108393640B (en) * | 2018-05-18 | 2019-10-15 | 中国二十二冶集团有限公司 | Assembling the welded mold of the round tube I-beam |
| CN109944427A (en) * | 2019-03-19 | 2019-06-28 | 五冶集团上海有限公司 | A kind of support frame for steel structure concrete platform and its construction method |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN205531315U (en) | Detachable reinforced truss floor deck support system | |
| CN204753813U (en) | Steel construction conversion truss | |
| CN106193589B (en) | Concrete superelevation heavy type beam and overlapping board combining structure method for supporting | |
| CN102418416A (en) | Formwork support system for cast-in-place slabs with large-span steel beams | |
| CN102587661A (en) | Method for constructing tall-section structural column of reinforced concrete frame | |
| CN201991226U (en) | Flange template support structure | |
| CN103122691A (en) | Tower crane standard knot bearing upper air supporting formwork steel platform structure and construction method | |
| CN201011127Y (en) | Suspended steel wood combined template | |
| CN203547161U (en) | Self-bearing type underpinning supporting device | |
| CN201915631U (en) | High-altitude long-span reinforced concrete corridor construction supporting structure | |
| CN204983173U (en) | Steel construction beam -column connection node | |
| CN203034799U (en) | Tower hoist standard knot bearing overhead support formwork steel platform structure | |
| CN102787717B (en) | Self-supporting combined steel template construction method | |
| CN202899639U (en) | Concrete column structure | |
| CN202441058U (en) | Arched support of building | |
| CN203795459U (en) | Foundation structure of tower crane for high-altitude roofs | |
| CN105275198B (en) | A kind of shear-wall strengthening formwork structure and its construction method | |
| CN210025768U (en) | A operation platform system for caisson template installation | |
| CN201614739U (en) | Roof beam support formwork | |
| CN206784891U (en) | A kind of prefabricated hoistway operation platform | |
| CN105442750A (en) | Steel girder and mounting method | |
| CN204435859U (en) | Movable platform special for high-rise concrete elevator shaft construction | |
| CN211257760U (en) | A triangular support device for cantilevered scaffolding | |
| CN205116431U (en) | Eccentric connection structure who aligns of beam column | |
| CN202913716U (en) | Temporary support structure for truss integral lifting |
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: 20110928 Termination date: 20150318 |
|
| EXPY | Termination of patent right or utility model |