CN205444693U - Thin wall steel tube - reinforcing bar recycled concrete combination column - Google Patents
Thin wall steel tube - reinforcing bar recycled concrete combination column Download PDFInfo
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- CN205444693U CN205444693U CN201620076716.4U CN201620076716U CN205444693U CN 205444693 U CN205444693 U CN 205444693U CN 201620076716 U CN201620076716 U CN 201620076716U CN 205444693 U CN205444693 U CN 205444693U
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- 229910000831 Steel Inorganic materials 0.000 title claims abstract description 139
- 239000010959 steel Substances 0.000 title claims abstract description 139
- 230000003014 reinforcing effect Effects 0.000 title claims abstract description 10
- 230000002787 reinforcement Effects 0.000 claims abstract description 7
- 239000002131 composite material Substances 0.000 claims description 20
- 210000000988 bone and bone Anatomy 0.000 claims description 2
- 238000010276 construction Methods 0.000 abstract description 8
- 230000000694 effects Effects 0.000 abstract description 6
- 229910000976 Electrical steel Inorganic materials 0.000 abstract 1
- 230000006835 compression Effects 0.000 abstract 1
- 238000007906 compression Methods 0.000 abstract 1
- 239000002699 waste material Substances 0.000 description 5
- 230000007613 environmental effect Effects 0.000 description 4
- 238000000034 method Methods 0.000 description 2
- 230000002028 premature Effects 0.000 description 2
- 238000004064 recycling Methods 0.000 description 2
- 238000010521 absorption reaction Methods 0.000 description 1
- 238000005452 bending Methods 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 238000009415 formwork Methods 0.000 description 1
- 230000009916 joint effect Effects 0.000 description 1
- 239000004570 mortar (masonry) Substances 0.000 description 1
- 238000000926 separation method Methods 0.000 description 1
- 238000001179 sorption measurement Methods 0.000 description 1
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 1
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Abstract
Description
技术领域technical field
本实用新型属于土木工程技术领域,具体涉及一种薄壁钢管-钢骨再生混凝土组合柱。The utility model belongs to the technical field of civil engineering, in particular to a thin-walled steel pipe-steel frame recycled concrete composite column.
背景技术Background technique
如今,建筑业发展迅猛,全国每年新建房屋以及从旧建筑物拆除所造成的建筑垃圾中的废弃混凝土数量巨大,且日益增长,其巨大处理费用和由此引发的环境问题也十分突出。为了最大限度的减少对自然资源的开采,必须最大限度的增加对建筑垃圾再生利用。因此建筑垃圾的处理及应用技术的研究和应用推广势在必行。再生混凝土可以实现对废弃混凝土的回收,使其恢复部分原有性能,形成新的建筑成品,不但使有限的资源得以再生利用,而且解决了部分环保问题,是一种可持续发展的绿色混凝土。然而,目前由于再生骨料的内在损伤和由于其表面吸附了一层老砂浆而导致的吸水率大,致使其所配成的再生混凝土的强度、收缩性能及耐久性能较普通混凝土差,极大地限制了其使用范围。Nowadays, with the rapid development of the construction industry, the amount of waste concrete in the construction waste caused by the construction of new houses and the demolition of old buildings in the country is huge and increasing day by day. The huge processing costs and the resulting environmental problems are also very prominent. In order to minimize the exploitation of natural resources, it is necessary to maximize the recycling of construction waste. Therefore, the research and application promotion of construction waste treatment and application technology is imperative. Recycled concrete can realize the recycling of waste concrete, restore some of its original properties, and form new architectural products. It not only regenerates limited resources, but also solves some environmental protection problems. It is a sustainable green concrete. However, at present, due to the inherent damage of recycled aggregate and the high water absorption rate caused by the adsorption of a layer of old mortar on its surface, the strength, shrinkage and durability of recycled concrete are worse than ordinary concrete, which greatly limited its scope of use.
钢管再生混凝土结构,钢管再生混凝土结构无需模板和箍筋,钢管中的再生混凝土的存在避免了钢管的向内凹曲,而钢管对再生混凝土提供了有效的横向约束,这种连续的约束提高混凝土的延性,改善混凝土的性能,该类结构被广泛的应用于地铁、高层建筑结构、工业厂房和桥梁结构中。但实际使用中该类构件仍存在问题需要进一步研究和解决:(1)钢管再生混凝土构件易发生屈曲失稳破坏;(2)为满足钢板局部稳定性的要求、钢管壁的厚度一般较厚、构件用钢量大。Steel pipe recycled concrete structure, steel pipe recycled concrete structure does not need formwork and stirrups, the existence of recycled concrete in steel pipes avoids the inward concave bending of steel pipes, and steel pipes provide effective lateral constraints for recycled concrete, this continuous constraint improves concrete The ductility of concrete improves the performance of concrete. This type of structure is widely used in subways, high-rise building structures, industrial plants and bridge structures. However, there are still problems in this type of components in actual use that need to be further studied and solved: (1) steel tube recycled concrete components are prone to buckling failure; (2) in order to meet the requirements of local stability of the steel plate, the thickness of the steel tube wall is generally thick The components use a large amount of steel.
实用新型内容Utility model content
本实用新型的目的是提供一种薄壁钢管-钢骨再生混凝土组合柱,解决了现有技术中存在的钢管再生混凝土易发生屈曲失稳及钢管用钢量大的问题。The purpose of the utility model is to provide a thin-walled steel pipe-steel reinforced recycled concrete composite column, which solves the problems in the prior art that the steel pipe recycled concrete is prone to buckling instability and the steel consumption of the steel pipe is large.
本实用新型所采用的技术方案是,一种薄壁钢管-钢骨再生混凝土组合柱,包括薄壁钢管,薄壁钢管内设有钢骨,薄壁钢管内设有再生混凝土,再生混凝土包裹钢骨。The technical solution adopted by the utility model is a thin-walled steel pipe-steel frame recycled concrete composite column, which includes a thin-walled steel pipe, a steel frame is arranged in the thin-walled steel pipe, recycled concrete is arranged in the thin-walled steel pipe, and the recycled concrete wraps the steel bone.
本实用新型的特征还在于,The utility model is also characterized in that,
其中,薄壁钢管的横截面是圆形。Wherein, the cross section of the thin-walled steel pipe is circular.
其中,薄壁钢管的横截面是多边形。Wherein, the cross-section of the thin-walled steel pipe is polygonal.
其中,薄壁钢管的内侧面上均布竖直设有至少四个加强板。Wherein, at least four reinforcing plates are evenly distributed vertically on the inner surface of the thin-walled steel pipe.
其中,钢骨为工字型钢形。Wherein, the steel frame is an I-shaped steel shape.
其中,钢骨为十字型钢形。Wherein, the steel frame is a cross-shaped steel shape.
其中,钢骨均沿薄壁钢管的直径方向设置。Wherein, the steel frames are arranged along the diameter direction of the thin-walled steel pipe.
其中,钢骨的腹板与加强板的径向延伸线重合。Wherein, the web of the steel frame coincides with the radial extension line of the reinforcing plate.
本实用新型的有益效果是,解决了现有技术中存在的钢管再生混凝土的易发生屈曲失稳及钢管用钢量大的问题,以薄壁钢管替代钢筋笼,节约钢材,加强板的设置能够防止或延缓钢管与再生混凝土的过早剥离,且对钢管外壁的局部屈曲起到更强的约束效果,加强钢管的套箍效应,钢管内再生混凝土处于三向受压状态,约束了再生混凝土的变形,具有施工方便、承载力高、抗震性能好及节能环保等优点。The beneficial effect of the utility model is that it solves the problems in the prior art that the steel pipe recycled concrete is prone to buckling instability and the steel consumption of the steel pipe is large, the steel cage is replaced by the thin-walled steel pipe, steel is saved, and the setting of the reinforcement plate can Prevent or delay the premature stripping of the steel pipe and the recycled concrete, and have a stronger restraint effect on the local buckling of the outer wall of the steel pipe, and strengthen the hoop effect of the steel pipe. It has the advantages of convenient construction, high bearing capacity, good seismic performance, energy saving and environmental protection.
附图说明Description of drawings
图1是本实用新型一种薄壁钢管-钢骨再生混凝土组合柱的结构示意图;Fig. 1 is a structural representation of a thin-walled steel pipe-steel reinforced recycled concrete composite column of the present invention;
图2是本实用新型一种薄壁钢管-钢骨再生混凝土组合柱的横截面示意图;Fig. 2 is a schematic cross-sectional view of a thin-walled steel pipe-steel reinforced recycled concrete composite column of the present invention;
图3是本实用新型一种薄壁钢管-钢骨再生混凝土组合柱中钢骨为十字型钢形的横截面示意图;Fig. 3 is a schematic cross-sectional view of a thin-walled steel pipe-steel reinforced recycled concrete composite column in which the steel skeleton is a cross-shaped steel shape of the utility model;
图4是本实用新型一种薄壁钢管-钢骨再生混凝土组合柱中薄壁钢管横截面为正方形钢骨为工字型钢形的横截面示意图;Fig. 4 is a schematic cross-sectional view of a thin-walled steel pipe-steel-reinforced recycled concrete composite column of the present invention whose cross-section is square and steel-reinforced;
图5是本实用新型一种薄壁钢管-钢骨再生混凝土组合柱中薄壁钢管横截面为正方形钢骨为十字型钢形的横截面示意图。Fig. 5 is a schematic cross-sectional view of a thin-walled steel pipe-steel reinforced recycled concrete composite column of the present invention with a thin-walled steel pipe having a square cross-section and a cross-shaped steel skeleton.
图中,1.薄壁钢管,2.加强板,3.钢骨,4.再生混凝土。In the figure, 1. thin-walled steel pipe, 2. reinforced plate, 3. steel frame, 4. recycled concrete.
具体实施方式detailed description
下面结合附图和具体实施方式对本实用新型进行详细说明。The utility model will be described in detail below in conjunction with the accompanying drawings and specific embodiments.
本实用新型一种薄壁钢管-钢骨再生混凝土组合柱的结构,如图1所示,包括薄壁钢管1,薄壁钢管1内设有钢骨3,薄壁钢管1内设有再生混凝土4,再生混凝土4包裹钢骨3。The utility model relates to the structure of a thin-walled steel pipe-steel frame recycled concrete composite column, as shown in Figure 1, comprising a thin-walled steel pipe 1, a steel frame 3 is arranged in the thin-walled steel pipe 1, and recycled concrete is arranged in the thin-walled steel pipe 1 4. Recycled concrete 4 wrapped steel frame 3.
其中,薄壁钢管1的横截面是圆形。Wherein, the cross section of the thin-walled steel pipe 1 is circular.
其中,薄壁钢管1的横截面是多边形,如图4、5所示。Wherein, the cross-section of the thin-walled steel pipe 1 is polygonal, as shown in FIGS. 4 and 5 .
其中,薄壁钢管1的内侧面上均布竖直设有至少四个加强板2。Wherein, at least four reinforcing plates 2 are evenly distributed vertically on the inner surface of the thin-walled steel pipe 1 .
其中,钢骨3为工字型钢形,如图2所示。Wherein, the steel frame 3 is an I-shaped steel shape, as shown in FIG. 2 .
其中,钢骨3为十字型钢形,如图3所示。Wherein, the steel frame 3 is a cross steel shape, as shown in FIG. 3 .
其中,钢骨3均沿薄壁钢管1的直径方向设置。Wherein, the steel frames 3 are arranged along the diameter direction of the thin-walled steel pipe 1 .
其中,钢骨3的腹板与加强板2的径向延伸线重合。Wherein, the web of the steel frame 3 coincides with the radial extension line of the reinforcing plate 2 .
其使用方法为,使用时,将壁钢管-钢骨再生混凝土组合柱应用于高层建筑及超高层建筑中,在使用中,薄壁钢管内再生混凝土处于三向受压状态,约束了再生混凝土的变形,进而改善了再生混凝土力学性能,薄壁钢管内侧面上均布竖直设有至少四个加强板,加强板的两侧面的再生混凝土均具有抗剪切作用,加强板的存在有效地限制了薄壁钢管与再生混凝土的分离,提高了薄壁钢管与再生混凝土的粘结力,同时也提高了钢管再生混凝土柱的整体承载力,薄壁钢管、钢骨及再生混凝土的共同作用,大大提高了组合柱的延性及其承载力,具有良好的力学性能。The method of use is that when in use, the wall steel pipe-steel reinforced recycled concrete composite column is applied to high-rise buildings and super high-rise buildings. deformation, thereby improving the mechanical properties of recycled concrete. At least four reinforcement plates are evenly distributed vertically on the inner surface of the thin-walled steel pipe. The recycled concrete on both sides of the reinforcement plate has shear resistance. The existence of the reinforcement plate effectively limits It improves the separation of thin-walled steel pipes and recycled concrete, improves the bonding force between thin-walled steel pipes and recycled concrete, and also improves the overall bearing capacity of steel pipe recycled concrete columns. The joint action of thin-walled steel pipes, steel frames and recycled concrete greatly The ductility and bearing capacity of the composite column are improved, and it has good mechanical properties.
本实用新型一种薄壁钢管-钢骨再生混凝土组合柱,解决了现有技术中存在的钢管再生混凝土的易发生屈曲失稳及钢管用钢量大的问题,以薄壁钢管替代钢筋笼,节约钢材,加强板的设置能够防止或延缓钢管与再生混凝土的过早剥离,且对钢管外壁的局部屈曲起到更强的约束效果,加强钢管的套箍效应,钢管内再生混凝土处于三向受压状态,约束了再生混凝土的变形,具有施工方便、承载力高、抗震性能好及节能环保等优点。The utility model is a thin-walled steel pipe-steel reinforced recycled concrete composite column, which solves the problems in the prior art that the steel pipe recycled concrete is prone to buckling instability and the steel consumption of the steel pipe is large, and the steel cage is replaced by the thin-walled steel pipe. Saving steel, the setting of the reinforcement plate can prevent or delay the premature peeling of the steel pipe and the recycled concrete, and have a stronger restraint effect on the local buckling of the outer wall of the steel pipe, strengthen the hoop effect of the steel pipe, and the recycled concrete in the steel pipe is in a three-way stress In the compressed state, the deformation of recycled concrete is restrained, and it has the advantages of convenient construction, high bearing capacity, good seismic performance, energy saving and environmental protection.
Claims (8)
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| CN201620076716.4U CN205444693U (en) | 2016-01-26 | 2016-01-26 | Thin wall steel tube - reinforcing bar recycled concrete combination column |
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| CN201620076716.4U CN205444693U (en) | 2016-01-26 | 2016-01-26 | Thin wall steel tube - reinforcing bar recycled concrete combination column |
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Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107989268A (en) * | 2017-12-19 | 2018-05-04 | 苏州市世好建材新技术工程有限公司 | A kind of building bar cylinder |
| CN108532760A (en) * | 2018-05-28 | 2018-09-14 | 福建工程学院 | The double girder steel connection structures of half perforation coupled column-perforation and its construction method |
| CN110331818A (en) * | 2019-07-10 | 2019-10-15 | 中国矿业大学 | A kind of fabric enhancing ECC- steel pipe-reinforcing bar combined member and preparation method thereof |
| CN113323269A (en) * | 2021-05-24 | 2021-08-31 | 福州大学 | Concrete combination post |
| CN114658167A (en) * | 2022-03-04 | 2022-06-24 | 辽宁工程技术大学 | Assembled H-shaped steel skeleton-coal gangue concrete circular steel pipe column |
-
2016
- 2016-01-26 CN CN201620076716.4U patent/CN205444693U/en not_active Expired - Fee Related
Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107989268A (en) * | 2017-12-19 | 2018-05-04 | 苏州市世好建材新技术工程有限公司 | A kind of building bar cylinder |
| CN108532760A (en) * | 2018-05-28 | 2018-09-14 | 福建工程学院 | The double girder steel connection structures of half perforation coupled column-perforation and its construction method |
| CN108532760B (en) * | 2018-05-28 | 2023-06-16 | 福建工程学院 | Semi-through combined column-through double steel beam connection structure and construction method thereof |
| CN110331818A (en) * | 2019-07-10 | 2019-10-15 | 中国矿业大学 | A kind of fabric enhancing ECC- steel pipe-reinforcing bar combined member and preparation method thereof |
| CN113323269A (en) * | 2021-05-24 | 2021-08-31 | 福州大学 | Concrete combination post |
| CN114658167A (en) * | 2022-03-04 | 2022-06-24 | 辽宁工程技术大学 | Assembled H-shaped steel skeleton-coal gangue concrete circular steel pipe column |
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| 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: 20160810 Termination date: 20190126 |