CN104278622A - Recycled-concrete cross steel-pipe special-shaped column pier - Google Patents
Recycled-concrete cross steel-pipe special-shaped column pier Download PDFInfo
- Publication number
- CN104278622A CN104278622A CN201410558228.2A CN201410558228A CN104278622A CN 104278622 A CN104278622 A CN 104278622A CN 201410558228 A CN201410558228 A CN 201410558228A CN 104278622 A CN104278622 A CN 104278622A
- Authority
- CN
- China
- Prior art keywords
- concrete
- recycled
- steel pipe
- shaped steel
- shaped
- 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.)
- Pending
Links
- 239000004567 concrete Substances 0.000 title claims abstract description 77
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 88
- 239000010959 steel Substances 0.000 claims abstract description 88
- 238000012946 outsourcing Methods 0.000 claims abstract description 5
- 239000004570 mortar (masonry) Substances 0.000 claims description 10
- 238000003466 welding Methods 0.000 claims 1
- 238000010276 construction Methods 0.000 abstract description 22
- 239000002699 waste material Substances 0.000 abstract description 13
- 239000000463 material Substances 0.000 abstract description 8
- 238000009415 formwork Methods 0.000 abstract description 6
- 238000000034 method Methods 0.000 abstract description 6
- 238000004064 recycling Methods 0.000 abstract description 4
- 239000004566 building material Substances 0.000 abstract description 3
- 230000007547 defect Effects 0.000 abstract description 2
- 230000001172 regenerating effect Effects 0.000 abstract description 2
- 230000006835 compression Effects 0.000 description 6
- 238000007906 compression Methods 0.000 description 6
- 230000007613 environmental effect Effects 0.000 description 2
- 238000005065 mining Methods 0.000 description 2
- 239000004576 sand Substances 0.000 description 2
- 239000004575 stone Substances 0.000 description 2
- 238000010521 absorption reaction Methods 0.000 description 1
- 230000002411 adverse Effects 0.000 description 1
- 238000005452 bending Methods 0.000 description 1
- 238000004140 cleaning Methods 0.000 description 1
- 239000002131 composite material Substances 0.000 description 1
- 239000004035 construction material Substances 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 238000004519 manufacturing process Methods 0.000 description 1
- 239000002994 raw material Substances 0.000 description 1
- 230000000452 restraining effect Effects 0.000 description 1
- 230000000630 rising effect Effects 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
Classifications
-
- E—FIXED CONSTRUCTIONS
- E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
- E01D—CONSTRUCTION OF BRIDGES, ELEVATED ROADWAYS OR VIADUCTS; ASSEMBLY OF BRIDGES
- E01D19/00—Structural or constructional details of bridges
- E01D19/02—Piers; Abutments ; Protecting same against drifting ice
-
- E—FIXED CONSTRUCTIONS
- E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
- E01D—CONSTRUCTION OF BRIDGES, ELEVATED ROADWAYS OR VIADUCTS; ASSEMBLY OF BRIDGES
- E01D2101/00—Material constitution of bridges
- E01D2101/20—Concrete, stone or stone-like material
- E01D2101/24—Concrete
- E01D2101/26—Concrete reinforced
- E01D2101/268—Composite concrete-metal
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Bridges Or Land Bridges (AREA)
Abstract
本发明公开了一种再生混凝土十型钢管异形柱桥墩,由圆形钢管和四个U形钢槽焊接组成,圆形钢管作为十字型截面墩身的中心,四个U形钢槽对称分布在圆形钢管四周作为十字型截面墩身的四肢;圆形钢管内浇筑再生骨料混凝土,U形钢槽内浇筑普通骨料混凝土。本发明克服了再生混凝土耐久性相对较差的缺陷,改善了其受力性能,减少了人们对再生混凝土性能的怀疑。而且,再生混凝土的利用也是一种垃圾资源化的过程,就地取材,减少了材料的运输成本。同时,由于外包钢板和圆形钢管可作为模板使用,不必在施工过程中进行模板工程。本发明具备以上突出优点,适用于地震烈度较大地区、建筑材料难以运输区域,也适用于对施工时间、施工造成影响、弯曲路线有要求的城市桥梁工程。
The invention discloses a regenerative concrete ten-shaped steel pipe pier with special-shaped columns, which is composed of circular steel pipes and four U-shaped steel grooves welded together. The four sides of the circular steel pipe are used as the limbs of the cross-section pier; the circular steel pipe is poured with recycled aggregate concrete, and the U-shaped steel channel is poured with ordinary aggregate concrete. The invention overcomes the defect of relatively poor durability of the recycled concrete, improves its mechanical performance, and reduces people's doubts about the performance of the recycled concrete. Moreover, the utilization of recycled concrete is also a process of recycling waste, and local materials are used to reduce the transportation cost of materials. At the same time, since the outsourcing steel plate and circular steel pipe can be used as formwork, it is not necessary to carry out formwork engineering during the construction process. The present invention has the above prominent advantages, and is suitable for areas with high seismic intensity and areas where building materials are difficult to transport, and is also suitable for urban bridge projects that require construction time, construction impact, and curved routes.
Description
技术领域technical field
本发明属于钢与混凝土组合结构及混合结构技术领域,涉及桥梁墩柱,尤其是一种再生混凝土十型钢管异形柱桥墩。The invention belongs to the technical field of steel and concrete composite structures and hybrid structures, and relates to bridge pier columns, in particular to a regenerative concrete ten-type steel pipe special-shaped column pier.
背景技术Background technique
随着时间的推移,老旧桥梁的数量逐渐上升,其中不少桥梁因为难以修复、难以满足通行能力要求等原因需要就地拆除重建。传统的施工方法是将旧桥拆除所产生的废料运出,清空场地,再将建造新桥所需的设备和材料运至现场展开新桥建设。如此对建筑废料和新建材料的运输要求极大,造成成本上升,施工周期延长,对周边环境影响增加。同时,工程还需面对建筑废料的处理问题,并且新材料的开采也会对环境造成破坏。因此,若能有效将建筑废料垃圾资源化,作为新建工程的建筑材料,将可在很大程度上减轻上述不良影响。With the passage of time, the number of old bridges has gradually increased, and many of them need to be demolished and rebuilt on the spot due to reasons such as difficulty in repairing and difficulty in meeting traffic capacity requirements. The traditional construction method is to transport out the waste generated from the demolition of the old bridge, clear the site, and then transport the equipment and materials required for the construction of the new bridge to the site to start the construction of the new bridge. In this way, the transportation requirements for construction waste and new construction materials are extremely high, resulting in rising costs, prolonging the construction period, and increasing the impact on the surrounding environment. At the same time, the project also needs to face the problem of disposal of construction waste, and the mining of new materials will also cause damage to the environment. Therefore, if the construction waste can be effectively used as a building material for new construction, the above-mentioned adverse effects will be reduced to a large extent.
废弃混凝土块经过破碎、清洗与分级后形成的骨料称再生骨料;再生骨料部分或全部代替砂石等天然骨料配制而成的混凝土称为再生骨料混凝土,简称再生混凝土。再生混凝土的推广应用有利于建筑垃圾资源化,符合环保和可持续发展要求。可持续发展的重要特征是环境保护和对自然资源的保护,充分利用再生混凝土,不但能有效降低建筑垃圾的数量,减少建筑垃圾对自然环境的污染,起到保护环境的作用;而且利用再生骨料配置而成的再生骨料混凝土还能减少桥梁工程中对天然骨料的开采,达到节约天然沙石资源的目的。然而,由于再生骨料的内在损伤和其表面吸附了一层老砂浆而导致吸水率大,致使其所配成的再生混凝土强度、收缩性能及耐久性能等较普通混凝土差,这种不确定性极大地限制了其使用范围。The aggregate formed after crushing, cleaning and grading waste concrete blocks is called recycled aggregate; the concrete prepared with recycled aggregate partially or completely replacing natural aggregates such as sand and stone is called recycled aggregate concrete, or recycled concrete for short. The promotion and application of recycled concrete is conducive to the recycling of construction waste and meets the requirements of environmental protection and sustainable development. An important feature of sustainable development is environmental protection and protection of natural resources. Making full use of recycled concrete can not only effectively reduce the amount of construction waste, reduce the pollution of construction waste to the natural environment, and play a role in protecting the environment; The recycled aggregate concrete made of raw materials can also reduce the mining of natural aggregates in bridge engineering, and achieve the purpose of saving natural sand and stone resources. However, due to the inherent damage of recycled aggregate and the adsorption of a layer of old mortar on its surface, resulting in high water absorption, the strength, shrinkage and durability of recycled concrete are inferior to those of ordinary concrete. greatly limited its scope of use.
发明内容Contents of the invention
本发明要解决的技术问题是提供一种承载力较高,抗扭、抗震性能良好的、施工快速的再生混凝土十型钢管异形柱桥墩。The technical problem to be solved by the present invention is to provide a recycled concrete ten-shaped steel pipe special-shaped column bridge pier with high bearing capacity, good torsion resistance and seismic performance, and rapid construction.
为解决上述技术问题,本发明采用以下技术方案:再生混凝土十型钢管异形柱桥墩,包括十字型截面墩身,十字型截面墩身由圆形钢管和四个U形钢槽焊接组成,圆形钢管作为十字型截面墩身的中心,四个U形钢槽对称分布在圆形钢管四周作为十字型截面墩身的四肢;圆形钢管内浇筑再生骨料混凝土,U形钢槽内浇筑普通骨料混凝土。In order to solve the above-mentioned technical problems, the present invention adopts the following technical solutions: the recycled concrete ten-shaped steel pipe special-shaped column pier includes a cross-section pier body, and the cross-section pier body is composed of a circular steel pipe welded with four U-shaped steel channels, and the circular The steel pipe is the center of the cross-section pier, and four U-shaped steel channels are symmetrically distributed around the circular steel pipe as the limbs of the cross-section pier; the circular steel pipe is poured with recycled aggregate concrete, and the U-shaped steel channel is poured with ordinary concrete. feed concrete.
U形钢槽由外包钢板焊接而成,端部采用半圆设计,直线段部分与圆形钢管焊接相连。The U-shaped steel channel is welded by the outsourcing steel plate, the end adopts a semicircular design, and the straight section is welded and connected with the circular steel pipe.
圆形钢管直径D与U形钢槽端部半圆半径d的比值宜取0.3附近。The ratio of the diameter D of the circular steel pipe to the radius d of the semicircle at the end of the U-shaped steel channel should be around 0.3.
位于桥梁纵向方向的U形钢槽直线段部分长度M与桥梁横向方向的U形钢槽直线段部分长度N的比值宜在0.72~1.35之间。The ratio of the length M of the straight section of the U-shaped steel channel in the longitudinal direction of the bridge to the length N of the straight section of the U-shaped steel channel in the transverse direction of the bridge should be between 0.72 and 1.35.
普通骨料混凝土强度等级不低于C50,再生骨料混凝土强度等级不低于C35,且普通骨料混凝土的强度等级大于再生骨料混凝土。The strength grade of ordinary aggregate concrete is not lower than C50, the strength grade of recycled aggregate concrete is not lower than C35, and the strength grade of ordinary aggregate concrete is greater than that of recycled aggregate concrete.
再生骨料混凝土由新砂浆和再生骨料组成,再生骨料由原始天然骨料和附着老砂浆组成;普通骨料混凝土由新砂浆和普通天然骨料组成。Recycled aggregate concrete is composed of new mortar and recycled aggregate, and recycled aggregate is composed of original natural aggregate and attached old mortar; ordinary aggregate concrete is composed of new mortar and ordinary natural aggregate.
针对再生骨料混凝土应用存在的问题,发明人设计了一种再生混凝土十型钢管异形柱桥墩,由圆形钢管和四个U形钢槽焊接组成,圆形钢管作为十字型截面墩身的中心,四个U形钢槽对称分布在圆形钢管四周作为十字型截面墩身的四肢;圆形钢管内浇筑再生骨料混凝土,U形钢槽内浇筑普通骨料混凝土。由于在十字型截面墩身的中心采用大直径的圆形钢管约束再生混凝土,钢管对再生混凝土有包裹和约束作用,使再生混凝土与大气环境隔绝,并处于三轴受压状态,克服了再生混凝土耐久性相对较差的缺陷,改善了其受力性能,减少了人们对再生混凝土性能的怀疑。而且,再生混凝土的利用也是一种垃圾资源化的过程,就地取材,减少了材料的运输成本。同时,由于外包钢板和圆形钢管可作为模板使用,从而不必在施工过程中进行模板工程。本发明具备以上突出优点,适用于地震烈度较大地区、建筑材料难以运输区域,也适用于对施工时间、施工造成影响、弯曲路线有要求的城市桥梁工程。此外,本发明独特的外形也能为提升城市景观水平提供多一种选择。Aiming at the problems existing in the application of recycled aggregate concrete, the inventor designed a recycled concrete ten-shaped steel pipe pier with special-shaped columns, which is composed of circular steel pipes and four U-shaped steel channels welded together, and the circular steel pipes are used as the center of the cross-section pier body , four U-shaped steel channels are symmetrically distributed around the circular steel pipe as the limbs of the cross-section pier; the circular steel pipe is poured with recycled aggregate concrete, and the U-shaped steel channel is poured with ordinary aggregate concrete. Since the recycled concrete is restrained by a large-diameter circular steel pipe in the center of the cross-section pier body, the steel pipe has a wrapping and restraining effect on the recycled concrete, which isolates the recycled concrete from the atmospheric environment and is in a triaxial compression state, which overcomes the problem of recycled concrete. The defects of relatively poor durability improve its mechanical performance and reduce people's doubts about the performance of recycled concrete. Moreover, the utilization of recycled concrete is also a process of recycling waste, and local materials are used to reduce the transportation cost of materials. At the same time, since the outsourcing steel plate and circular steel pipe can be used as formwork, formwork engineering is not necessary during the construction process. The present invention has the above prominent advantages, and is suitable for areas with high seismic intensity and areas where building materials are difficult to transport, and is also suitable for urban bridge projects that require construction time, construction impact, and curved routes. In addition, the unique shape of the present invention can also provide one more option for improving the urban landscape level.
附图说明Description of drawings
图1是本发明再生混凝土十型钢管异形柱桥墩的结构示意图。Fig. 1 is the schematic structural view of the recycled concrete ten-shaped steel pipe special-shaped column pier of the present invention.
图中:1圆形钢管,2再生骨料混凝土,3U形钢槽,4普通骨料混凝土。In the figure: 1 circular steel pipe, 2 recycled aggregate concrete, 3 U-shaped steel channel, 4 ordinary aggregate concrete.
具体实施方式Detailed ways
如图1所示,本发明的再生混凝土十型钢管异形柱桥墩包括十字型截面墩身,十字型截面墩身由圆形钢管1和四个U形钢槽3焊接组成,圆形钢管作为十字型截面墩身的中心,四个U形钢槽对称分布在圆形钢管四周作为十字型截面墩身的四肢;圆形钢管内浇筑再生骨料混凝土2,U形钢槽内浇筑普通骨料混凝土4。As shown in Figure 1, the recycled concrete ten-shaped steel pipe special-shaped column bridge pier of the present invention includes a cross-section pier body, and the cross-section pier body is composed of a circular steel pipe 1 and four U-shaped steel channels 3 welded, and the circular steel pipe is used as a cross In the center of the cross-section pier body, four U-shaped steel channels are symmetrically distributed around the circular steel pipe as the limbs of the cross-section pier body; recycled aggregate concrete 2 is poured in the circular steel pipe, and ordinary aggregate concrete is poured in the U-shaped steel channel 4.
制作过程Production process
U形钢槽由外包钢板焊接而成,包括两块直钢板(直线段部分)和一块半圆弧形钢板(半圆端部);四个U形钢槽再与圆形钢管焊接组成十字型。在圆形钢管内部浇筑再生骨料混凝土,再生骨料混凝土由新砂浆和再生骨料组成,再生骨料由原始天然骨料和附着老砂浆组成;在U形钢槽内部浇筑普通骨料混凝土,普通骨料混凝土由新砂浆和普通天然骨料组成。其中,普通骨料混凝土强度等级不低于C50,再生骨料混凝土强度等级不低于C35,且普通骨料混凝土的强度等级大于再生骨料混凝土。The U-shaped steel channel is welded by outsourcing steel plates, including two straight steel plates (straight part) and one semi-circular arc-shaped steel plate (semi-circular end); four U-shaped steel channels are welded with circular steel pipes to form a cross shape. Pouring recycled aggregate concrete inside the circular steel pipe, the recycled aggregate concrete is composed of new mortar and recycled aggregate, and the recycled aggregate is composed of original natural aggregate and attached old mortar; pouring ordinary aggregate concrete inside the U-shaped steel channel, Ordinary aggregate concrete consists of new mortar and ordinary natural aggregate. Among them, the strength grade of ordinary aggregate concrete is not lower than C50, the strength grade of recycled aggregate concrete is not lower than C35, and the strength grade of ordinary aggregate concrete is higher than that of recycled aggregate concrete.
其中,圆形钢管和再生混凝土部分设计尺寸由轴心受压及受扭状态控制;U形钢槽的设计尺寸主要由偏心受压所带来的弯矩控制,且该部分设计需要将已经由轴力设计所确定的中心钢管混凝土部分考虑在内。圆形钢管直径D与U形钢槽端部半圆半径d的比值宜取0.3附近。位于桥梁纵向方向的U形钢槽直线段部分长度M与桥梁横向方向的U形钢槽直线段部分长度N的比值宜在0.72~1.35之间,应根据上部结构所传递下来的力具体设计确定,根据偏心方向和大小的区别灵活调整。Among them, the design dimensions of the circular steel pipe and recycled concrete are controlled by the axial compression and torsion state; the design dimensions of the U-shaped steel channel are mainly controlled by the bending moment caused by eccentric compression, and the design requirements of this part have been determined by The central CFST portion determined by the axial design is taken into account. The ratio of the diameter D of the circular steel pipe to the radius d of the semicircle at the end of the U-shaped steel channel should be around 0.3. The ratio of the length M of the straight section of the U-shaped steel channel in the longitudinal direction of the bridge to the length N of the straight section of the U-shaped steel channel in the transverse direction of the bridge should be between 0.72 and 1.35, which should be determined according to the specific design of the force transmitted by the superstructure , flexibly adjusted according to the difference in eccentric direction and size.
设计原理design principle
本发明的再生混凝土十型钢管异形柱桥墩既可以满足承载力要求,又具有良好的抗震性能,并能显著提高再生混凝土耐久性,实现垃圾资源化,此外,该桥墩施工方便,造价低廉。The recycled concrete ten-shaped steel pipe special-shaped column bridge pier of the present invention can not only meet the requirements of bearing capacity, but also has good seismic performance, can significantly improve the durability of recycled concrete, and realize waste recycling. In addition, the bridge pier is convenient for construction and low in cost.
承载能力提高是因为钢管内的混凝土处于三轴受压的状态,当竖直方向的轴力增加时,混凝土会发生横向变形外扩,而钢管具有很好的抗拉特性,很好的组织了混凝土横向的变形外扩,使混凝土在各方向都处于受压状态,微裂缝的发展就会受到制约,这种制约在地震作用下同样有效,从而提升抗震性能。三轴受压状态下,再生混凝土的力学性能也能达到与普通混凝土的水平。The increase in bearing capacity is because the concrete inside the steel pipe is in a state of triaxial compression. When the axial force in the vertical direction increases, the concrete will deform laterally and expand outward, while the steel pipe has good tensile properties and is well organized. The lateral deformation and expansion of the concrete make the concrete under compression in all directions, and the development of micro-cracks will be restricted. This restriction is also effective under the action of earthquakes, thereby improving the seismic performance. Under triaxial compression, the mechanical properties of recycled concrete can also reach the level of ordinary concrete.
施工方便、造价低廉是因为外包的钢管和U形钢槽在施工过程中可以直接当做模板使用,省去了专门进行模板工程的时间和花费。同时,对建筑废料的垃圾资源化利用大大降低了购买和运输材料的投入,实现真正的就地就近取材。The construction is convenient and the cost is low because the outsourced steel pipes and U-shaped steel channels can be directly used as formwork during the construction process, saving the time and cost of special formwork engineering. At the same time, the waste resource utilization of construction waste greatly reduces the investment in purchasing and transporting materials, and realizes the real local and nearby materials.
Claims (6)
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201410558228.2A CN104278622A (en) | 2014-10-20 | 2014-10-20 | Recycled-concrete cross steel-pipe special-shaped column pier |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201410558228.2A CN104278622A (en) | 2014-10-20 | 2014-10-20 | Recycled-concrete cross steel-pipe special-shaped column pier |
Publications (1)
Publication Number | Publication Date |
---|---|
CN104278622A true CN104278622A (en) | 2015-01-14 |
Family
ID=52253930
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
CN201410558228.2A Pending CN104278622A (en) | 2014-10-20 | 2014-10-20 | Recycled-concrete cross steel-pipe special-shaped column pier |
Country Status (1)
Country | Link |
---|---|
CN (1) | CN104278622A (en) |
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN106946527A (en) * | 2017-03-31 | 2017-07-14 | 中冶南方城市建设工程技术有限公司 | A kind of U-shaped abutment of regeneration concrete gravity type and preparation method thereof |
CN116290567A (en) * | 2022-12-02 | 2023-06-23 | 浙江精工重钢结构有限公司 | Cross star special-shaped section four-bifurcation steel column structure and manufacturing method thereof |
Citations (7)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP2008045370A (en) * | 2006-08-21 | 2008-02-28 | Ihi Corp | Method and device for anchoring steel bridge pier and pile |
KR20110103000A (en) * | 2010-03-12 | 2011-09-20 | 고려대학교 산학협력단 | Steel composite hollow precast pier joint structure using concrete filling unit and construction method |
CN103086668A (en) * | 2013-01-15 | 2013-05-08 | 北方工业大学 | Design method for mixing ratio of C60-grade pumping self-compacting steel tube recycled concrete |
CN103334542A (en) * | 2013-07-17 | 2013-10-02 | 江苏永泰建造工程有限公司 | Steel pipe-contained recycled concrete column and implementation method thereof |
CN103541504A (en) * | 2013-09-23 | 2014-01-29 | 沈阳建筑大学 | Special-shaped section steel tube recycled concrete core column |
CN104088399A (en) * | 2014-07-02 | 2014-10-08 | 沈阳建筑大学 | Cross-shaped steel pipe-steel rib recycled concrete combination column |
CN204139051U (en) * | 2014-10-20 | 2015-02-04 | 广西交通科学研究院 | Regeneration concrete ten shape steel tube hetermorphiscal column bridge pier |
-
2014
- 2014-10-20 CN CN201410558228.2A patent/CN104278622A/en active Pending
Patent Citations (7)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP2008045370A (en) * | 2006-08-21 | 2008-02-28 | Ihi Corp | Method and device for anchoring steel bridge pier and pile |
KR20110103000A (en) * | 2010-03-12 | 2011-09-20 | 고려대학교 산학협력단 | Steel composite hollow precast pier joint structure using concrete filling unit and construction method |
CN103086668A (en) * | 2013-01-15 | 2013-05-08 | 北方工业大学 | Design method for mixing ratio of C60-grade pumping self-compacting steel tube recycled concrete |
CN103334542A (en) * | 2013-07-17 | 2013-10-02 | 江苏永泰建造工程有限公司 | Steel pipe-contained recycled concrete column and implementation method thereof |
CN103541504A (en) * | 2013-09-23 | 2014-01-29 | 沈阳建筑大学 | Special-shaped section steel tube recycled concrete core column |
CN104088399A (en) * | 2014-07-02 | 2014-10-08 | 沈阳建筑大学 | Cross-shaped steel pipe-steel rib recycled concrete combination column |
CN204139051U (en) * | 2014-10-20 | 2015-02-04 | 广西交通科学研究院 | Regeneration concrete ten shape steel tube hetermorphiscal column bridge pier |
Cited By (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN106946527A (en) * | 2017-03-31 | 2017-07-14 | 中冶南方城市建设工程技术有限公司 | A kind of U-shaped abutment of regeneration concrete gravity type and preparation method thereof |
CN106946527B (en) * | 2017-03-31 | 2019-06-28 | 中冶南方城市建设工程技术有限公司 | A kind of U-shaped abutment of regeneration concrete gravity type and preparation method thereof |
CN116290567A (en) * | 2022-12-02 | 2023-06-23 | 浙江精工重钢结构有限公司 | Cross star special-shaped section four-bifurcation steel column structure and manufacturing method thereof |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
CN101324115B (en) | Steel pipe recycled mixing components | |
CN104295002B (en) | Inside set height strengthening regenerative mixed steel pipe concrete Column under Axial Load and the construction technology of local restriction | |
CN103758031A (en) | Method for manufacturing assembled type bridge pier by utilizing steel fiber reinforced self-compacting concrete | |
CN202017302U (en) | Engineering fiber reinforced cementitious composites (ECC) connecting beam | |
CN103967205A (en) | FRP (Fiber Reinforced Polymer) pipe-recycled concrete-steel pipe double-walled hollow combined member | |
CN103967209A (en) | Combined column formed by embedding round steel tube filled with recycled concrete in square steel tube filled with concrete and reinforced by spiral hoop | |
CN106677551A (en) | Method for compositely strengthening steel pipe column through external sleeveing of circular steel pipe concrete fibre composite materials | |
WO2016041237A1 (en) | High-strength regenerative mixed steel pipe concrete anti-shock column with internal local restraint, and construction process | |
CN108589515A (en) | A method of shake rear abutment is reinforced using ultra-tough fiber concrete | |
CN108104367B (en) | A kind of double connecting beam and its construction method | |
CN204139054U (en) | Pin-connected panel regeneration concrete filled steel tube Y type bridge pier | |
CN103541501A (en) | Special-shaped section steel rib recycled concrete column | |
CN108103959A (en) | A kind of hollow slab girder shear-carrying capacity method for improving | |
CN104314001B (en) | Regeneration concrete band U rib dumbbell shape columnar piers | |
CN104278622A (en) | Recycled-concrete cross steel-pipe special-shaped column pier | |
CN204266439U (en) | Based on the novel compositions girder construction of steel-ultra-high performance concrete | |
CN203247478U (en) | Composite structure pavement with reinforced geocells for hardening underworkings baseplate | |
CN202673299U (en) | Double-layer mold constructing composite lining supporting structure of weak surrounding rock tunnel | |
CN204139051U (en) | Regeneration concrete ten shape steel tube hetermorphiscal column bridge pier | |
CN104343203A (en) | Novel combined beam structure based on steel-ultra-high property concrete | |
CN104328735B (en) | Recycled concrete Z-shaped piers | |
CN204139052U (en) | Regeneration concrete band U rib dumbbell shape columnar pier | |
CN204238123U (en) | A kind of triangular form section steel pipe regeneration concrete pier stud | |
CN104278621B (en) | Pin-connected panel regenerates concrete filled steel tube Y type bridge piers | |
CN105952003A (en) | Connecting joint for H-section steel partially encased recycled concrete composite column and H-section steel girder |
Legal Events
Date | Code | Title | Description |
---|---|---|---|
C06 | Publication | ||
PB01 | Publication | ||
C10 | Entry into substantive examination | ||
SE01 | Entry into force of request for substantive examination | ||
WD01 | Invention patent application deemed withdrawn after publication |
Application publication date: 20150114 |
|
WD01 | Invention patent application deemed withdrawn after publication |