WO2013177991A1 - Steel structure upright post - Google Patents
Steel structure upright post Download PDFInfo
- Publication number
- WO2013177991A1 WO2013177991A1 PCT/CN2013/074620 CN2013074620W WO2013177991A1 WO 2013177991 A1 WO2013177991 A1 WO 2013177991A1 CN 2013074620 W CN2013074620 W CN 2013074620W WO 2013177991 A1 WO2013177991 A1 WO 2013177991A1
- Authority
- WO
- WIPO (PCT)
- Prior art keywords
- steel structure
- upright post
- flange
- column
- structure upright
- Prior art date
Links
- 229910000831 Steel Inorganic materials 0.000 title claims abstract description 27
- 239000010959 steel Substances 0.000 title claims abstract description 27
- 238000004519 manufacturing process Methods 0.000 abstract description 5
- 238000010276 construction Methods 0.000 description 8
- 239000002699 waste material Substances 0.000 description 4
- 238000000034 method Methods 0.000 description 3
- 241000282414 Homo sapiens Species 0.000 description 2
- 229910052799 carbon Inorganic materials 0.000 description 2
- 238000004134 energy conservation Methods 0.000 description 2
- 230000007613 environmental effect Effects 0.000 description 2
- 239000002994 raw material Substances 0.000 description 2
- 239000011150 reinforced concrete Substances 0.000 description 2
- 238000004887 air purification Methods 0.000 description 1
- 238000005265 energy consumption Methods 0.000 description 1
- 239000000463 material Substances 0.000 description 1
Classifications
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C3/00—Structural elongated elements designed for load-supporting
- E04C3/30—Columns; Pillars; Struts
- E04C3/32—Columns; Pillars; Struts of metal
Definitions
- the invention relates to the technical field of fixed buildings, and in particular to a steel structure column for fixing a building.
- Low-carbon energy conservation is the common task and goal of human beings around the world, and low-carbon energy-efficient buildings with sustainable scientific development are an important aspect.
- Most of the existing fixed buildings are reinforced concrete structures, on-site pouring, on-site construction, serious waste of raw materials, construction waste, time and labor, slow speed, high energy consumption, uncontrollable quality, and cannot achieve standardization and factory production.
- it is a backward process method that is eliminated.
- the technical problem to be solved by the present invention is: to solve the problems existing in the prior art described above, and to provide a factory standardized production, on-site assembly, labor saving, fast speed, no construction waste, material saving, earthquake resistance, high building strength A steel structure column that is environmentally friendly and energy efficient.
- the steel structure column has a column flange at the upper end and/or the lower end, and the steel structure column is fixed by the column flange to the floor flange and the steel structure floor.
- the upper end and/or the lower end of the steel structure column is fixed with a guiding head.
- the invention completely changes the traditional backward reinforced concrete on-site pouring construction method, and adopts a new steel structure system, thereby realizing factory standardized production, quality controllable, on-site assembly, saving labor and time, high speed, good quality, saving Raw materials, no construction waste, environmental protection and energy saving, and high building strength, earthquake resistance and disaster resistance are major innovations in the construction field.
- Figure 1 is a schematic view showing the mounting structure of the present invention
- Figure 2 is a partial enlarged view of Figure 1.
- the upper and/or lower ends of the steel structure column 1 of the present invention have a column flange, and the steel structure column 1 is connected to the steel structure floor 2 through the column flange 3 and the floor flange 4.
- the guide head 6 is fixed to the upper end and/or the lower end of the steel structure column 1 .
Abstract
A steel structure upright post (1) has a flange (3) arranged at the upper end and/or the lower end thereof. The steel structure upright post (1) is connected to a steel structure floor slab (2) through connection of the flange (3) thereof and a floor slab flange (4). In addition, a guide head (6) is fixed to the upper end and/or the lower end of the steel structure upright post (1). The steel structure upright post (1) implements factorized and standardized production, and is environment-friendly and energy-saving.
Description
一种钢结构立柱 Steel structure column
技术领域 Technical field
本发明涉及固定建筑物技术领域， 具体涉及一种固定建筑物的钢结构 立柱。 The invention relates to the technical field of fixed buildings, and in particular to a steel structure column for fixing a building.
背景技术 Background technique
低碳节能， 是全球人类共同的任务和目标， 而可持续科学发展的低碳 节能建筑是其中的一个重要方面。 现有的固定建筑物大都为钢筋混凝土结 构， 现场浇注， 现场施工， 原材料浪费严重， 建筑垃圾多， 费工费时， 速 度慢， 能耗高， 质量不可控， 不能实现标准化、 工厂化生产， 不符合国家 的环保节能政策， 是一种淘汰的落后工艺方法。 Low-carbon energy conservation is the common task and goal of human beings around the world, and low-carbon energy-efficient buildings with sustainable scientific development are an important aspect. Most of the existing fixed buildings are reinforced concrete structures, on-site pouring, on-site construction, serious waste of raw materials, construction waste, time and labor, slow speed, high energy consumption, uncontrollable quality, and cannot achieve standardization and factory production. In line with the national environmental protection and energy conservation policy, it is a backward process method that is eliminated.
发明内容 Summary of the invention
本发明所要解决的技术问题是： 解决上述现有技术存在的问题， 而提 供一种工厂化标准化生产、 现场组装、 省工省时、 速度快、 无建筑垃圾、 节省原材料、 抗震、 建筑强度高、 环保节能的一种钢结构立柱。 The technical problem to be solved by the present invention is: to solve the problems existing in the prior art described above, and to provide a factory standardized production, on-site assembly, labor saving, fast speed, no construction waste, material saving, earthquake resistance, high building strength A steel structure column that is environmentally friendly and energy efficient.
本发明采用的技术方案是： The technical solution adopted by the invention is:
这种钢结构立柱的上端和 /或下端具有立柱法兰， 钢结构立柱通过立柱 法兰与楼板法兰、 钢结构楼板连接固定。 The steel structure column has a column flange at the upper end and/or the lower end, and the steel structure column is fixed by the column flange to the floor flange and the steel structure floor.
上述技术方案中， 所述的钢结构立柱上端和 /或下端固定有导向头。 本发明完全改变了传统落后的钢筋混凝土现场浇注施工方法， 而采用 新型钢结构系统， 这样就可实现工厂化标准化生产， 质量可控， 现场组装， 省工省时， 速度快， 质量好， 节省原材料， 无建筑垃圾， 环保节能， 而且 建筑强度高， 抗震抗灾， 是建筑领域的重大创新。 采用本发明的钢结构立 柱与其它工厂化标准化生产的抗震节能净化建筑部件一起构建可持续建筑
能实现 9度抗震， 5倍节能， 20倍空气净化， 7 %的建筑用工量， 93 %的工 厂化程度， 360小时建 30层高楼， 改写了人类的建筑历史。 In the above technical solution, the upper end and/or the lower end of the steel structure column is fixed with a guiding head. The invention completely changes the traditional backward reinforced concrete on-site pouring construction method, and adopts a new steel structure system, thereby realizing factory standardized production, quality controllable, on-site assembly, saving labor and time, high speed, good quality, saving Raw materials, no construction waste, environmental protection and energy saving, and high building strength, earthquake resistance and disaster resistance are major innovations in the construction field. Constructing sustainable buildings with the steel structure columns of the present invention together with other factory-standardized production of seismic energy-saving and purifying building components It can achieve 9-degree seismic, 5 times energy saving, 20 times air purification, 7 % construction work, 93% factory level, 360-hour construction of 30-storey building, rewriting the history of human architecture.
附图说明 DRAWINGS
图 1为本发明安装结构示意图； Figure 1 is a schematic view showing the mounting structure of the present invention;
图 2为图 1中的局部放大图。 Figure 2 is a partial enlarged view of Figure 1.
图中， 1一钢结构立柱， 2—钢结构楼板， 3—立柱法兰， 4一楼板法兰， 5—楼板导向管， 6—导向头。 In the figure, 1 steel structure column, 2 - steel structure floor, 3 - column flange, 4 first floor flange, 5 - floor guide tube, 6 - guide head.
具体实施方式 detailed description
参见图 1、图 2，本发明的钢结构立柱 1的上端和 /或下端具有立柱法兰， 钢结构立柱 1通过立柱法兰 3、 楼板法兰 4与钢结构楼板 2连接。 Referring to Figures 1 and 2, the upper and/or lower ends of the steel structure column 1 of the present invention have a column flange, and the steel structure column 1 is connected to the steel structure floor 2 through the column flange 3 and the floor flange 4.
上述技术方案中， 所述的钢结构立柱 1上端和 /或下端固定有导向头 6。
In the above technical solution, the guide head 6 is fixed to the upper end and/or the lower end of the steel structure column 1 .
Claims
1、 一种钢结构立柱， 其特征在于： 这种钢结构立柱的上端和 /或下端具 有立柱法兰， 钢结构立柱通过立柱法兰与楼板法兰、 钢结构楼板连接固定。 1. A steel structure column, characterized in that: the upper end and/or the lower end of the steel structure column has a column flange, and the steel structure column is connected and fixed with the floor flange and the steel structure floor through the column flange.
2、 根据权利要求 1所述的钢结构立柱， 其特征在于： 所述的钢结构立 柱上端和 /或下端固定有导向头。
2. The steel structure column according to claim 1, characterized in that: a guide head is fixed at the upper end and/or the lower end of the steel structure column.
Applications Claiming Priority (2)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201210172543.2 | 2012-05-30 | ||
| CN2012101725432A CN103452240A (en) | 2012-05-30 | 2012-05-30 | Steel structure upright post |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| WO2013177991A1 true WO2013177991A1 (en) | 2013-12-05 |
Family
ID=49672381
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| PCT/CN2013/074620 WO2013177991A1 (en) | 2012-05-30 | 2013-04-24 | Steel structure upright post |
Country Status (2)
| Country | Link |
|---|---|
| CN (1) | CN103452240A (en) |
| WO (1) | WO2013177991A1 (en) |
Citations (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH09328817A (en) * | 1996-06-11 | 1997-12-22 | Ohbayashi Corp | Reinforcing construction of joint section and manufacturing of pipe-like body used therefor |
| CN2429555Y (en) * | 2000-07-14 | 2001-05-09 | 北京深华科交通工程有限公司 | Gantry for traffic sign |
| CN2656490Y (en) * | 2003-10-22 | 2004-11-17 | 深圳市捷顺科技实业有限公司 | Handrail conncting device |
| CN101498149A (en) * | 2008-01-22 | 2009-08-05 | 奥塔诺姆建筑元件推销股份有限公司 | Attachment head and system for creating superstructures |
| CN101775840A (en) * | 2010-01-27 | 2010-07-14 | 江苏省电力设计院 | Beam column node suitable for quadrate steel pipe column |
| AU2012200684A1 (en) * | 2004-11-19 | 2012-03-01 | Onesteel Trading Pty Limited | Frame Fitting |
| CN202627316U (en) * | 2012-05-30 | 2012-12-26 | 远大可建科技有限公司 | Steel structure upright |
Family Cites Families (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| DE3303190C2 (en) * | 1983-02-01 | 1985-05-23 | Octanorm-Vertriebs-GmbH für Bauelemente, 7024 Filderstadt | Kit for creating mobile structures, in particular for trade fair and exhibition structures |
| JP2003278273A (en) * | 2002-03-27 | 2003-10-02 | Shimizu Corp | Connection-section structure of steel structure |
-
2012
- 2012-05-30 CN CN2012101725432A patent/CN103452240A/en active Pending
-
2013
- 2013-04-24 WO PCT/CN2013/074620 patent/WO2013177991A1/en active Application Filing
Patent Citations (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH09328817A (en) * | 1996-06-11 | 1997-12-22 | Ohbayashi Corp | Reinforcing construction of joint section and manufacturing of pipe-like body used therefor |
| CN2429555Y (en) * | 2000-07-14 | 2001-05-09 | 北京深华科交通工程有限公司 | Gantry for traffic sign |
| CN2656490Y (en) * | 2003-10-22 | 2004-11-17 | 深圳市捷顺科技实业有限公司 | Handrail conncting device |
| AU2012200684A1 (en) * | 2004-11-19 | 2012-03-01 | Onesteel Trading Pty Limited | Frame Fitting |
| CN101498149A (en) * | 2008-01-22 | 2009-08-05 | 奥塔诺姆建筑元件推销股份有限公司 | Attachment head and system for creating superstructures |
| CN101775840A (en) * | 2010-01-27 | 2010-07-14 | 江苏省电力设计院 | Beam column node suitable for quadrate steel pipe column |
| CN202627316U (en) * | 2012-05-30 | 2012-12-26 | 远大可建科技有限公司 | Steel structure upright |
Also Published As
| Publication number | Publication date |
|---|---|
| CN103452240A (en) | 2013-12-18 |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN104032840B (en) | The prestressing force assembling frame node connecting structure of additional angle steel | |
| CN204163196U (en) | A kind of embedded concrete-filled steel square tubular column in T-steel top flange and steel beam connecting joint | |
| CN203334425U (en) | Steel structure unit and steel structure system | |
| CN103541511A (en) | Method for manufacturing concrete-filled steel tube special-shaped column with built-in polyvinyl chloride-fiber reinforce plastic (PVC-FRP) pipe and high-strength concrete core column | |
| WO2013135108A1 (en) | Assembled steel structure hollow building | |
| CN203924364U (en) | The prestressing force assembling frame structure node syndeton of additional angle steel | |
| CN203546912U (en) | Penetrating rib type node of channel steel connected rectangular concrete filled steel tubular column and steel girder | |
| CN203284969U (en) | Bamboo-plastic composite pipe-restrained section steel high-strength concrete structure | |
| CN103452187A (en) | Steel structure concrete internal-external thermal insulation integration module house | |
| CN204098241U (en) | Trapezoidal steel plate interpolation type rectangular steel-tube concrete column and steel beam connecting joint | |
| CN201991226U (en) | Flange template support structure | |
| CN202810195U (en) | Template reinforcing system | |
| CN203475600U (en) | Steel-structure concrete inside and outside heat-preservation integrated module-built house | |
| WO2013177991A1 (en) | Steel structure upright post | |
| WO2013177993A1 (en) | Integral steel structure upright post | |
| CN201635417U (en) | Reinforcing constructional column of masonry structure | |
| CN202990256U (en) | Reinforcing steel bar positioning frame | |
| CN103541512B (en) | A kind of preparation method of FRP pipe concrete hetermorphiscal column of built-in high strength concrete filled steel tube stem stem | |
| CN106284681B (en) | Assembly concrete is whole without heat bridge board wall and the connection method of running-on floor | |
| WO2013177988A1 (en) | Floor slab with prefabricated water and electricity components | |
| CN208870191U (en) | A kind of novel fabricated reinforced concrete building | |
| WO2013177994A1 (en) | Double-head steel structure upright post | |
| CN202492930U (en) | Connecting device of composite wallboards and floorslabs | |
| WO2013177989A1 (en) | Floor slab with prefabricated pipelines and prefabricated joints | |
| CN206428805U (en) | A kind of concrete prefabricated balcony of assembled steel |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| 121 | Ep: the epo has been informed by wipo that ep was designated in this application |
Ref document number: 13796674 Country of ref document: EP Kind code of ref document: A1 |
|
| NENP | Non-entry into the national phase |
Ref country code: DE |
|
| 32PN | Ep: public notification in the ep bulletin as address of the adressee cannot be established |
Free format text: NOTING OF LOSS OF RIGHTS PURSUANT TO RULE 112(1) EPC (EPO FORM 1205A DATED 11-06-2015) |
|
| 122 | Ep: pct application non-entry in european phase |
Ref document number: 13796674 Country of ref document: EP Kind code of ref document: A1 |