CN102330495B - Supporting construction for building - Google Patents
Supporting construction for building Download PDFInfo
- Publication number
- CN102330495B CN102330495B CN201010226204.9A CN201010226204A CN102330495B CN 102330495 B CN102330495 B CN 102330495B CN 201010226204 A CN201010226204 A CN 201010226204A CN 102330495 B CN102330495 B CN 102330495B
- Authority
- CN
- China
- Prior art keywords
- supporting rod
- main
- main supporting
- construction
- central sill
- 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
- 238000010276 construction Methods 0.000 title claims abstract description 26
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 17
- 239000010959 steel Substances 0.000 claims abstract description 17
- 239000011159 matrix material Substances 0.000 claims description 5
- 230000001105 regulatory effect Effects 0.000 claims 1
- 239000004568 cement Substances 0.000 abstract description 3
- 238000012423 maintenance Methods 0.000 abstract description 3
- 230000002028 premature Effects 0.000 abstract description 2
- 238000005516 engineering process Methods 0.000 description 2
- 230000007547 defect Effects 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 239000000463 material Substances 0.000 description 1
- 238000003032 molecular docking Methods 0.000 description 1
Landscapes
- Joining Of Building Structures In Genera (AREA)
Abstract
Supporting construction for building is frame construction, and it comprises main supporting rod, main brace footstock, central sill, pull bar and fixation steel plate; Described main supporting rod is vertically placed, and main brace footstock is positioned at main supporting rod top; Described central sill is placed perpendicular to main supporting rod, and is connected by fixation steel plate with the main brace footstock of both sides; Described pull bar connects adjacent main supporting rod.Supporting construction of the present invention adds connective stability, intensity and safety, easy accessibility, and the steel form of main supporting rod surrounding and central sill can premature removal, and supporting construction can remain into cement maintenance and expire and remove.
Description
Technical field
The present invention relates to construction work supporting construction.
Background technology
In building trade, existing supporting construction is full hall scaffold.Dismounting is loaded down with trivial details, poor stability, and can only arrive cement maintenance expire do after removes with template disposable integral, operate inconvenient and have potential safety hazard to the dismounting of template, easily causing production accident.
Summary of the invention
The technical problem to be solved in the present invention is for the defect existing for prior art, provides a kind of supporting construction being convenient to connection, good stability, saving 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; Described main supporting rod is vertically placed, and main brace footstock is positioned at main supporting rod top; Described pull bar connects adjacent main supporting rod; Described central sill is placed perpendicular to main supporting rod, and is connected by fixation steel plate with the main brace footstock of both sides.
Be improved to further, described main supporting rod is hollow circular-tube structure, and the connecting circular tube matched with main supporting rod hollow circular-tube structure is established in described main brace footstock bottom, and hollow circular-tube structure connecting circular tube being filled in main supporting rod upper end can complete both fixing.Described main supporting rod establishes anchor ear, and anchor ear is provided with the earrings of steady brace, and described pull bar is connected with earrings, and the level that can complete is drawn or oblique pull is fixed.Described central sill and main brace footstock side are provided with the matrix limit rib be connected with steel form, can facilitate the connection of steel form and supporting construction, easy accessibility; Matrix limit rib has flute profile frame, is provided with fixing hole above, by inserting rear locked by fixator pins with additional fixation steel plate (being provided with fixing hole), can complete the connection of central sill and main brace footstock.Adjustable-height main brace base is established bottom described main supporting rod.
Supporting construction of the present invention adds connective stability, intensity and safety, easy accessibility, and the steel form of main supporting rod surrounding and central sill can premature removal, and supporting construction can remain into cement maintenance and expire and remove.
Accompanying drawing explanation
Accompanying drawing is used to provide a further understanding of the present invention, and forms a part for manual, together with embodiments of the present invention for explaining the present invention, is not construed as limiting the invention.In the accompanying drawings:
Fig. 1 is the overall structure schematic diagram of the present invention's supporting construction for building;
Fig. 2 is the center sill structure 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.
Detailed description of the invention
Below in conjunction with accompanying drawing, the preferred embodiments of the present invention are described, should be appreciated that preferred embodiment described herein is only for instruction and explanation of the present invention, is not intended to limit the present invention.
Embodiment 1
As Figure 1-3, supporting construction for building, comprises main supporting rod 1, main brace footstock 2, central sill 3, pull bar (comprising the peaceful pull bar 6 of diagonal member 4) and fixation steel plate 7; Main supporting rod is φ 76 steel pipe, hollow-core construction; Main brace footstock 2 bottom is provided with the connecting circular tube 21 matched with main supporting rod 1 hollow-core construction, and hollow-core construction connecting circular tube 21 being filled in main supporting rod 1 upper end can complete both fixing; Height-adjustable main brace base 5 is established bottom main supporting rod 1; Central sill 3 is placed perpendicular to main supporting rod 1, the flute profile frame 23 of main brace footstock 2 two sides establishes fixing hole 22, central sill 3 two sides flute profile frame 32 establishes fixing hole 31, by the fixing hole 31 of main brace footstock 2 two sides flute profile frame 23 and central sill 3 two sides flute profile frame 32 by additional 4mm thick × 50mm is wide × the long Q235 steel plate 7 (being provided with fixing hole 71) of 600mm is fixedly connected with after inserting docking by fixator pins, can complete the connection of central sill 3 and main brace footstock 2; Diagonal member 4 right-angled intersection connects adjacent main supporting rod 1, and described main supporting rod 1 establishes anchor ear 8, and anchor ear 8 is provided with the earrings of steady brace, and the earrings of the fixing hole on pull bar 4 and anchor ear 8 is fixed.Horizontal drawing bar 6 is the scalable pipe of φ 32; Central sill 3 and the flute profile frame top of main brace footstock 2 side are respectively equipped with the matrix frame (33,24) be connected with steel form, easy accessibility.
Claims (3)
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; Described main supporting rod is vertically placed, and main brace footstock is positioned at main supporting rod top; Described pull bar connects adjacent main supporting rod; Described central sill is placed perpendicular to main supporting rod, and be connected by fixation steel plate with the main brace footstock of both sides, described main supporting rod is hollow circular-tube structure, the connecting circular tube matched with main supporting rod hollow circular-tube structure is established in described main brace footstock bottom, described central sill and main brace footstock side are provided with the matrix limit rib be connected with steel form, and matrix limit rib has the flute profile frame be connected with fixation steel plate.
2. supporting construction for building according to claim 1, it is characterized in that: described main supporting rod establishes anchor ear, anchor ear is provided with the earrings of steady brace, and described pull bar is connected with earrings.
3. supporting construction for building according to claim 1, is characterized in that: the main brace base establishing regulating height bottom described main supporting rod.
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 CN102330495A (en) | 2012-01-25 |
| CN102330495B true 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) |
Families Citing this family (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| 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 |
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 | Ceiling Concrete Formwork Support Structure |
| KR100761569B1 (en) * | 2006-10-24 | 2007-09-27 | 안종식 | Truss beam fixture |
| KR20070096227A (en) * | 2006-03-21 | 2007-10-02 | 김래준 | Steel structure connection type support system and system formwork installation structure |
| 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 | Ceiling Concrete Formwork Support Structure |
| KR20070096227A (en) * | 2006-03-21 | 2007-10-02 | 김래준 | Steel structure connection type support system and system formwork installation structure |
| CN200964688Y (en) * | 2006-06-07 | 2007-10-24 | 孙鹏 | Early-detaching top plate |
| KR100761569B1 (en) * | 2006-10-24 | 2007-09-27 | 안종식 | Truss beam fixture |
| 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 |
Also Published As
| Publication number | Publication date |
|---|---|
| CN102330495A (en) | 2012-01-25 |
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| PB01 | Publication | ||
| C10 | Entry into substantive examination | ||
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| C14 | Grant of patent or utility model | ||
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| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20160330 Termination date: 20210714 |
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| CF01 | Termination of patent right due to non-payment of annual fee |