CN200943287Y - Lightweight concrete filled steel tube column - Google Patents
Lightweight concrete filled steel tube column Download PDFInfo
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- CN200943287Y CN200943287Y CN 200620087052 CN200620087052U CN200943287Y CN 200943287 Y CN200943287 Y CN 200943287Y CN 200620087052 CN200620087052 CN 200620087052 CN 200620087052 U CN200620087052 U CN 200620087052U CN 200943287 Y CN200943287 Y CN 200943287Y
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- 229910000831 Steel Inorganic materials 0.000 title claims abstract description 65
- 239000010959 steel Substances 0.000 title claims abstract description 65
- 238000003466 welding Methods 0.000 claims description 4
- 238000005266 casting Methods 0.000 claims 2
- 238000010276 construction Methods 0.000 claims 1
- 210000003205 muscle Anatomy 0.000 claims 1
- 230000003014 reinforcing effect Effects 0.000 abstract description 6
- 238000004519 manufacturing process Methods 0.000 abstract description 3
- 238000010586 diagram Methods 0.000 description 9
- 239000000463 material Substances 0.000 description 3
- 230000002093 peripheral effect Effects 0.000 description 2
- 230000000694 effects Effects 0.000 description 1
- 230000003993 interaction Effects 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 238000005728 strengthening Methods 0.000 description 1
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Abstract
Description
技术领域technical field
本实用新型涉及一种轻型钢管混凝土柱。The utility model relates to a light steel pipe concrete column.
背景技术Background technique
钢管混凝土是在钢管中填充混凝土而形成的一种构件形式。钢管混凝土利用钢管和混凝土两种材料在受力时的相互作用,即钢管对混凝土的约束作用使混凝土处于复杂应力状态下,从而使混凝土强度得以提高,塑性和韧性性能大为改善,同时,由于混凝土的存在可以避免或延缓钢管发生局部屈曲,可以保证其材料性能的充分发挥。但传统钢管混凝土柱制作时通常采用管壁较厚的钢管,因而耗费钢材较多,具有造价高、焊接工作量大和自重大的缺点。Concrete filled steel pipe is a form of component formed by filling concrete in steel pipes. Concrete filled steel tube utilizes the interaction between the steel tube and concrete when they are under stress, that is, the confinement of the steel tube to the concrete makes the concrete under a complex stress state, thereby improving the strength of the concrete, and greatly improving the plasticity and toughness. At the same time, due to The existence of concrete can avoid or delay the local buckling of the steel pipe, and can ensure the full play of its material properties. However, steel pipes with thicker pipe walls are usually used in the manufacture of traditional CFST columns, which consume more steel materials and have the disadvantages of high cost, heavy welding workload and self-heaviness.
发明内容Contents of the invention
本实用新型的目的是要提供一种轻型钢管混凝土柱,该产品不仅可节约钢材,承载能力大,而且制造时可减少焊接工作量。The purpose of the utility model is to provide a light-weight concrete-filled steel tube column, which can not only save steel materials, but also has a large bearing capacity, and can reduce welding workload during manufacture.
本实用新型特征在于:由体内浇注有混凝土的钢管构成,所述钢管周壁上布设有与钢管中心线相平行的纵向加强肋。The utility model is characterized in that: it is composed of a steel pipe poured with concrete inside the body, and longitudinal reinforcing ribs parallel to the central line of the steel pipe are arranged on the peripheral wall of the steel pipe.
本实用新型一方面具有钢管混凝土柱的良好特性,另一方面由于在钢管周壁上布设有与钢管中心线相平行的纵向加强肋,从而进一步增强了钢管的刚度。On the one hand, the utility model has the good characteristics of the steel pipe concrete column, and on the other hand, the rigidity of the steel pipe is further enhanced because longitudinal reinforcing ribs parallel to the center line of the steel pipe are arranged on the surrounding wall of the steel pipe.
附图说明Description of drawings
图1实施例一横截面构造示意图。Figure 1 is a schematic diagram of a cross-sectional structure of
图2实施例二横截面构造示意图。Fig. 2 is a schematic diagram of the cross-sectional structure of the second embodiment.
图3实施例三横截面构造示意图。Fig. 3 is a schematic diagram of the cross-sectional structure of the third embodiment.
图4实施例四横截面构造示意图。Fig. 4 is a schematic diagram of the cross-sectional structure of the fourth embodiment.
图5实施例五横截面构造示意图。Fig. 5 is a schematic diagram of the cross-sectional structure of Embodiment 5.
图6实施例六横截面构造示意图。Fig. 6 is a schematic diagram of the cross-sectional structure of the sixth embodiment.
图7实施例七横截面构造示意图。Fig. 7 is a schematic diagram of the cross-sectional structure of the seventh embodiment.
图8实施例八横截面构造示意图。Fig. 8 is a schematic diagram of the eighth cross-sectional structure of Embodiment 8.
图9实施例九横截面构造示意图。Fig. 9 is a schematic diagram of the cross-sectional structure of the ninth embodiment.
具体实施方式Detailed ways
本实用新型实施例一的特征在于:由体内浇注有混凝土的钢管3构成,所述钢管周壁上布设有与钢管中心线相平行的纵向加强肋1。The first embodiment of the utility model is characterized in that it is composed of a steel pipe 3 poured with concrete inside the body, and longitudinal reinforcing
上述的纵向加强肋可设于钢管的内壁或外壁上。The above-mentioned longitudinal reinforcing ribs can be arranged on the inner wall or the outer wall of the steel pipe.
为了加强钢管强度,在钢管的横断面上设有位于钢管壁两侧加强肋之间的对拉短筋2。所述的钢管横截面可以是圆形、方形或矩形。In order to strengthen the strength of the steel pipe, the cross-section of the steel pipe is provided with short
为了减轻钢管重量,所述的钢管由焊接薄壁钢管或冷弯薄壁型钢钢管构成。所述钢管体内浇注的混凝土为轻质混凝土或普通混凝土,这种构造的轻型钢管混凝土柱,由于加强肋提高管壁稳定性的作用,所以仍具有较大的承载能力。In order to reduce the weight of the steel pipe, the steel pipe is made of welded thin-walled steel pipe or cold-formed thin-walled steel pipe. The concrete poured in the steel pipe body is lightweight concrete or ordinary concrete. The light concrete-filled steel pipe column of this structure still has a relatively large bearing capacity due to the effect of strengthening ribs to improve the stability of the pipe wall.
本实用新型实施例的显著优点在于:一、采用焊接薄壁钢管或冷弯薄壁型钢钢管可以节约钢材,减少焊接的工作量;二、焊接纵向加劲肋及设置对拉钢筋可提高构件的承载力和延性;三、采用轻质混凝土可以减轻结构自重。The notable advantages of the embodiment of the utility model are: 1. The use of welded thin-walled steel pipes or cold-formed thin-walled steel pipes can save steel and reduce the workload of welding; Strength and ductility; Third, the use of lightweight concrete can reduce the weight of the structure.
本实用新型构思新颖,设计合理,其市场前景可观。The utility model is novel in conception, reasonable in design, and has considerable market prospects.
Claims (9)
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 200620087052 CN200943287Y (en) | 2006-07-17 | 2006-07-17 | Lightweight concrete filled steel tube column |
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 200620087052 CN200943287Y (en) | 2006-07-17 | 2006-07-17 | Lightweight concrete filled steel tube column |
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| CN200943287Y true CN200943287Y (en) | 2007-09-05 |
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| CN 200620087052 Expired - Fee Related CN200943287Y (en) | 2006-07-17 | 2006-07-17 | Lightweight concrete filled steel tube column |
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Cited By (17)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN101324115B (en) * | 2008-07-04 | 2010-06-02 | 华南理工大学 | Steel pipe recycled mixing components |
| CN101806094A (en) * | 2010-03-23 | 2010-08-18 | 冒亚龙 | New reinforced concrete skeleton tube model technical scheme |
| CN102031846A (en) * | 2010-12-28 | 2011-04-27 | 哈尔滨工业大学 | End-opened inclined rib rectangular steel tube confined concrete column |
| CN102535750A (en) * | 2012-02-14 | 2012-07-04 | 长安大学 | Cylindrical construction part provided with holed stiffening ribs and filled with steel fiber reinforced concrete |
| CN103276851A (en) * | 2013-06-09 | 2013-09-04 | 中冶建筑研究总院有限公司 | Ribbed steel tube, concrete-filled ribbed steel tube column and designing method of ribbed steel tube |
| CN103924738A (en) * | 2014-04-14 | 2014-07-16 | 北京工业大学 | End unbonded concrete filled steel tube column and preparation method thereof |
| CN104727483A (en) * | 2015-03-25 | 2015-06-24 | 河海大学 | Thin-wall rectangular steel pipe restricted GFRP (glass fiber reinforced plastic) rib recycled concrete column |
| CN105003027A (en) * | 2015-07-29 | 2015-10-28 | 温州大学 | FRP restrained pipe regenerated mixed concrete combination column |
| CN105239724A (en) * | 2015-11-09 | 2016-01-13 | 上海建筑设计研究院有限公司 | Giant rectangular-section concrete filled steel tubular column |
| CN105735563A (en) * | 2016-05-03 | 2016-07-06 | 广西大学 | Round aluminum alloy pipe concrete compound column |
| CN105781016A (en) * | 2016-05-06 | 2016-07-20 | 温州大学 | Cement-based composite and steel pipe combined compound column and manufacturing method thereof |
| CN106013612A (en) * | 2016-07-05 | 2016-10-12 | 风范绿色建筑(常熟)有限公司 | Shock-absorbing and compression-resisting concrete filled steel tubular column |
| CN106088639A (en) * | 2016-04-27 | 2016-11-09 | 河南理工大学 | Perforation rib pull bar constraint rectangular steel pipe outsourcing self-compacting concrete reinforces RC post |
| CN106930470A (en) * | 2017-05-08 | 2017-07-07 | 华侨大学 | A kind of concrete filled steel tube composite column structure with ribbing surrendered stage by stage |
| CN111088848A (en) * | 2019-08-08 | 2020-05-01 | 广东石油化工学院 | Prefabricated part, structural column, shear wall, semi-fabricated building structure and construction method thereof |
| CN111561058A (en) * | 2020-06-22 | 2020-08-21 | 宁波优造建筑科技有限公司 | Novel construction method of fabricated mixed frame structure system |
| WO2023061124A1 (en) * | 2021-10-15 | 2023-04-20 | 孖垚建筑科技(上海)有限公司 | Housing module and housing |
-
2006
- 2006-07-17 CN CN 200620087052 patent/CN200943287Y/en not_active Expired - Fee Related
Cited By (21)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN101324115B (en) * | 2008-07-04 | 2010-06-02 | 华南理工大学 | Steel pipe recycled mixing components |
| CN101806094A (en) * | 2010-03-23 | 2010-08-18 | 冒亚龙 | New reinforced concrete skeleton tube model technical scheme |
| CN102031846A (en) * | 2010-12-28 | 2011-04-27 | 哈尔滨工业大学 | End-opened inclined rib rectangular steel tube confined concrete column |
| CN102031846B (en) * | 2010-12-28 | 2012-07-04 | 哈尔滨工业大学 | End-opened inclined rib rectangular steel tube confined concrete column |
| CN102535750A (en) * | 2012-02-14 | 2012-07-04 | 长安大学 | Cylindrical construction part provided with holed stiffening ribs and filled with steel fiber reinforced concrete |
| CN103276851B (en) * | 2013-06-09 | 2016-06-22 | 中冶建筑研究总院有限公司 | Steel core concrete column with ribbing and method for designing thereof |
| CN103276851A (en) * | 2013-06-09 | 2013-09-04 | 中冶建筑研究总院有限公司 | Ribbed steel tube, concrete-filled ribbed steel tube column and designing method of ribbed steel tube |
| CN103924738B (en) * | 2014-04-14 | 2017-02-15 | 北京工业大学 | End unbonded concrete filled steel tube column and preparation method thereof |
| CN103924738A (en) * | 2014-04-14 | 2014-07-16 | 北京工业大学 | End unbonded concrete filled steel tube column and preparation method thereof |
| CN104727483A (en) * | 2015-03-25 | 2015-06-24 | 河海大学 | Thin-wall rectangular steel pipe restricted GFRP (glass fiber reinforced plastic) rib recycled concrete column |
| CN105003027A (en) * | 2015-07-29 | 2015-10-28 | 温州大学 | FRP restrained pipe regenerated mixed concrete combination column |
| CN105239724A (en) * | 2015-11-09 | 2016-01-13 | 上海建筑设计研究院有限公司 | Giant rectangular-section concrete filled steel tubular column |
| CN105239724B (en) * | 2015-11-09 | 2017-07-11 | 上海建筑设计研究院有限公司 | A kind of huge concrete filled steel rectangular tubes post |
| CN106088639A (en) * | 2016-04-27 | 2016-11-09 | 河南理工大学 | Perforation rib pull bar constraint rectangular steel pipe outsourcing self-compacting concrete reinforces RC post |
| CN105735563A (en) * | 2016-05-03 | 2016-07-06 | 广西大学 | Round aluminum alloy pipe concrete compound column |
| CN105781016A (en) * | 2016-05-06 | 2016-07-20 | 温州大学 | Cement-based composite and steel pipe combined compound column and manufacturing method thereof |
| CN106013612A (en) * | 2016-07-05 | 2016-10-12 | 风范绿色建筑(常熟)有限公司 | Shock-absorbing and compression-resisting concrete filled steel tubular column |
| CN106930470A (en) * | 2017-05-08 | 2017-07-07 | 华侨大学 | A kind of concrete filled steel tube composite column structure with ribbing surrendered stage by stage |
| CN111088848A (en) * | 2019-08-08 | 2020-05-01 | 广东石油化工学院 | Prefabricated part, structural column, shear wall, semi-fabricated building structure and construction method thereof |
| CN111561058A (en) * | 2020-06-22 | 2020-08-21 | 宁波优造建筑科技有限公司 | Novel construction method of fabricated mixed frame structure system |
| WO2023061124A1 (en) * | 2021-10-15 | 2023-04-20 | 孖垚建筑科技(上海)有限公司 | Housing module and housing |
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| Date | Code | Title | Description |
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| 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: 20070905 Termination date: 20100717 |