CN102330495A - Supporting structure for building - Google Patents
Supporting structure for building Download PDFInfo
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- CN102330495A CN102330495A CN2010102262049A CN201010226204A CN102330495A CN 102330495 A CN102330495 A CN 102330495A CN 2010102262049 A CN2010102262049 A CN 2010102262049A CN 201010226204 A CN201010226204 A CN 201010226204A CN 102330495 A CN102330495 A CN 102330495A
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- supporting rod
- main support
- main supporting
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Abstract
The invention relates to a supporting structure for building, which belongs to a framework structure and comprises main support rods, main support top seats, a middle beam, pull rods and a fixing steel plate, wherein the main support rods are in vertical arrangement, the main support top seats are positioned on the top of the main support rods, the middle beam is placed in a direction vertical to the main support rods and is connected with the main support top seats at both sides through the fixing steel plate, and the pull rods are connected with the adjacent main support rods. The supporting structure has the advantages that the connection stability, intensity and safety are improved, the dismounting and the mounting are convenient, steel templates arranged at the periphery of the main support rods and the middle beam can be dismounted in advance, and the supporting structure can be remained to be dismounted until the maintenance period of cement is finished.
Description
Technical field
The present invention relates to construction work and use supporting construction.
Background technology
In building trade, existing support is full hall scaffold.Dismounting is loaded down with trivial details, poor stability, and can only arrive cement maintenance expiration and do the back and remove with the template disposable integral, and operation inconvenience and the dismounting of template had potential safety hazard is prone to cause production accident.
Summary of the invention
The technical problem that the present invention will solve is to the existing in prior technology defective, provides a kind of and is convenient to connect, stability is good, practice thrift the supporting construction of backing material.
In order to solve the problems of the technologies described above, the invention provides following technical scheme:
Supporting construction for building is frame construction, and it comprises main supporting rod, main brace footstock, central sill, pull bar and fixation steel plate; Said main supporting rod is vertically placed, and the main brace footstock is positioned at the main supporting rod top; Said central sill is placed perpendicular to main supporting rod, and is connected through fixation steel plate with the main brace footstock of both sides; Said pull bar connects adjacent main supporting rod.
Further be improved to, said main supporting rod is the hollow circular-tube structure, and said main brace footstock bottom is established with main supporting rod hollow circular-tube structure is complementary and is connected pipe, fills in the hollow circular-tube structure of main supporting rod upper end and can accomplish both fixing connecting pipe.Establish anchor ear on the said main supporting rod, anchor ear is provided with the earrings of steady brace, and said pull bar is connected with earrings, can the completion level draws or tiltedly draws fixing.Said central sill is provided with the matrix limit rib that is connected with steel form with main brace footstock side, and what can make things convenient for steel form and supporting construction is connected easy accessibility; Matrix limit rib has the capable frame of groove, is provided with fixing hole above, through to insert the back with fixator pins locked with the fixation steel plate that adds (being provided with fixing hole), can accomplish being connected of central sill and main brace footstock.Adjustable-height main brace base is established in said main supporting rod bottom.
Supporting construction of the present invention has increased connective stability, intensity and safety, and steel form and central sill around the easy accessibility, main supporting rod can be removed in advance, and supporting construction can remain into cement maintenance expiration and remove.
Description of drawings
Accompanying drawing is used to provide further understanding of the present invention, and constitutes the part of manual, is used to explain the present invention with embodiments of the invention, is not construed as limiting the invention.In the accompanying drawings:
Fig. 1 is the overall structure sketch map of the present invention's supporting construction for building;
Fig. 2 is the central sill structural front view of the supporting construction of Fig. 1;
Fig. 3 is the main brace footstock structural front view of the supporting construction of Fig. 1.
The specific embodiment
Below in conjunction with accompanying drawing the preferred embodiments of the present invention are described, should be appreciated that preferred embodiment described herein only is used for explanation and explains the present invention, and be not used in qualification the present invention.
Embodiment 1
Shown in Fig. 1-4, supporting construction for building comprises main supporting rod 1, main brace footstock 2, central sill 3, pull bar (comprising diagonal member 4 peaceful pull bars 6) and fixation steel plate 7; Main supporting rod is φ 76 steel pipes, hollow-core construction; Main brace footstock 2 bottoms are provided with main supporting rod 1 hollow-core construction is complementary and are connected pipe 21, fill in the hollow-core construction of main supporting rod 1 upper end and can accomplish both fixing connecting pipe 21; Height-adjustable main brace base 5 is established in main supporting rod 1 bottom; Central sill 3 is placed perpendicular to main supporting rod 1; The flute profile frame 23 of main brace footstock 2 two sides is established fixing hole 22; Central sill 3 two sides flute profile frames 32 are established fixing hole 31; With the fixing hole 31 of main brace footstock 2 two sides flute profile frames 23 and central sill 3 two sides flute profile frames 32 through add 4mm thick * 50mm is wide * the long Q235 steel plate 7 of 600mm (being provided with fixing hole 71) is fixedly connected after inserting butt joint with fixator pins, can accomplish being connected of central sill 3 and main brace footstock 2; Diagonal member 4 right-angled intersections connect adjacent main supporting rod 1, establish anchor ear 8 on the said main supporting rod 1, and anchor ear 8 is provided with the earrings of steady brace, and the earrings of fixing hole on the pull bar 4 and anchor ear 8 is fixed.Horizontal drawing bar 6 is φ 32 scalable pipes; The capable frame of the groove top of central sill 3 and main brace footstock 2 sides is respectively equipped with the matrix frame (33,24) that is connected with steel form, easy accessibility.
Claims (5)
1. supporting construction for building is frame construction, and it comprises main supporting rod, main brace footstock, central sill, pull bar and fixation steel plate; Said main supporting rod is vertically placed, and the main brace footstock is positioned at the main supporting rod top; Said central sill is placed perpendicular to main supporting rod, and is connected through fixation steel plate with the main brace footstock of both sides; Said pull bar connects adjacent main supporting rod.
2. supporting construction for building according to claim 1 is characterized in that: said main supporting rod is the hollow circular-tube structure, and said main brace footstock bottom is established with main supporting rod hollow circular-tube structure is complementary and is connected cylinder.
3. supporting construction for building according to claim 1 is characterized in that: establish anchor ear on the said main supporting rod, anchor ear is provided with the earrings of steady brace, and said pull bar is connected with earrings.
4. supporting construction for building according to claim 1 is characterized in that: said central sill is provided with the matrix limit rib that is connected with steel form with main brace footstock side, and matrix limit rib has the capable frame of the groove that is connected with fixation steel plate.
5. supporting construction for building according to claim 1 is characterized in that: the main brace base of scalable height is established in said main supporting rod bottom.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201010226204.9A CN102330495B (en) | 2010-07-14 | 2010-07-14 | Supporting construction for building |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201010226204.9A CN102330495B (en) | 2010-07-14 | 2010-07-14 | Supporting construction for building |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN102330495A true CN102330495A (en) | 2012-01-25 |
| CN102330495B CN102330495B (en) | 2016-03-30 |
Family
ID=45482437
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201010226204.9A Expired - Fee Related CN102330495B (en) | 2010-07-14 | 2010-07-14 | Supporting construction for building |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN102330495B (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102720357A (en) * | 2012-06-15 | 2012-10-10 | 深圳市特辰科技股份有限公司 | High formwork system |
| CN102953562A (en) * | 2012-12-10 | 2013-03-06 | 常熟建工建设集团有限公司苏州分公司 | Supporting structure used for constructional engineering |
Citations (13)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN2142863Y (en) * | 1992-12-25 | 1993-09-29 | 关宝文 | Combined scaffold for building engineering |
| CN2205857Y (en) * | 1994-09-08 | 1995-08-23 | 任华国 | Combined stepless regulating support |
| CN1372058A (en) * | 2002-04-01 | 2002-10-02 | 孙志强 | Support node for top floor slab form of storied building |
| KR20060020802A (en) * | 2004-09-01 | 2006-03-07 | 금강공업 주식회사 | Structure for supporting concreat mold on ceiling |
| KR100761569B1 (en) * | 2006-10-24 | 2007-09-27 | 안종식 | Faxing apparatus of truss beam |
| KR20070096227A (en) * | 2006-03-21 | 2007-10-02 | 김래준 | Steel structure connection support and systemform setting structure using the same |
| CN200964688Y (en) * | 2006-06-07 | 2007-10-24 | 孙鹏 | Early-detaching top plate |
| WO2009035226A2 (en) * | 2007-09-14 | 2009-03-19 | Si-Young Kim | Method and system for holding yoke on support |
| CN201212251Y (en) * | 2008-04-21 | 2009-03-25 | 浙江环宇建设集团有限公司 | Adjustable apparatus of square tower type scaffolding |
| CN201367730Y (en) * | 2009-01-23 | 2009-12-23 | 中煤第三建设（集团）有限责任公司 | A die plate supporting device convenient for dismounting die plates |
| CN201439641U (en) * | 2009-07-31 | 2010-04-21 | 中冶集团华冶资源开发有限责任公司 | Scaffold supporting device |
| CN201507114U (en) * | 2009-09-22 | 2010-06-16 | 马荣全 | Supporting structure of building roofs and beam formworks |
| CN201786001U (en) * | 2010-07-14 | 2011-04-06 | 无锡圣泰建筑模板有限公司 | Supporting structure for building |
-
2010
- 2010-07-14 CN CN201010226204.9A patent/CN102330495B/en not_active Expired - Fee Related
Patent Citations (13)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN2142863Y (en) * | 1992-12-25 | 1993-09-29 | 关宝文 | Combined scaffold for building engineering |
| CN2205857Y (en) * | 1994-09-08 | 1995-08-23 | 任华国 | Combined stepless regulating support |
| CN1372058A (en) * | 2002-04-01 | 2002-10-02 | 孙志强 | Support node for top floor slab form of storied building |
| KR20060020802A (en) * | 2004-09-01 | 2006-03-07 | 금강공업 주식회사 | Structure for supporting concreat mold on ceiling |
| KR20070096227A (en) * | 2006-03-21 | 2007-10-02 | 김래준 | Steel structure connection support and systemform setting structure using the same |
| CN200964688Y (en) * | 2006-06-07 | 2007-10-24 | 孙鹏 | Early-detaching top plate |
| KR100761569B1 (en) * | 2006-10-24 | 2007-09-27 | 안종식 | Faxing apparatus of truss beam |
| WO2009035226A2 (en) * | 2007-09-14 | 2009-03-19 | Si-Young Kim | Method and system for holding yoke on support |
| CN201212251Y (en) * | 2008-04-21 | 2009-03-25 | 浙江环宇建设集团有限公司 | Adjustable apparatus of square tower type scaffolding |
| CN201367730Y (en) * | 2009-01-23 | 2009-12-23 | 中煤第三建设（集团）有限责任公司 | A die plate supporting device convenient for dismounting die plates |
| CN201439641U (en) * | 2009-07-31 | 2010-04-21 | 中冶集团华冶资源开发有限责任公司 | Scaffold supporting device |
| CN201507114U (en) * | 2009-09-22 | 2010-06-16 | 马荣全 | Supporting structure of building roofs and beam formworks |
| CN201786001U (en) * | 2010-07-14 | 2011-04-06 | 无锡圣泰建筑模板有限公司 | Supporting structure for building |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102720357A (en) * | 2012-06-15 | 2012-10-10 | 深圳市特辰科技股份有限公司 | High formwork system |
| CN102720357B (en) * | 2012-06-15 | 2016-08-24 | 深圳市特辰科技股份有限公司 | High form-tie assembly |
| CN102953562A (en) * | 2012-12-10 | 2013-03-06 | 常熟建工建设集团有限公司苏州分公司 | Supporting structure used for constructional engineering |
Also Published As
| Publication number | Publication date |
|---|---|
| CN102330495B (en) | 2016-03-30 |
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| C06 | Publication | ||
| PB01 | Publication | ||
| C10 | Entry into substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20160330 Termination date: 20210714 |