[go: up one dir, main page]

CN204139054U - Pin-connected panel regeneration concrete filled steel tube Y type bridge pier - Google Patents

Pin-connected panel regeneration concrete filled steel tube Y type bridge pier Download PDF

Info

Publication number
CN204139054U
CN204139054U CN201420606439.4U CN201420606439U CN204139054U CN 204139054 U CN204139054 U CN 204139054U CN 201420606439 U CN201420606439 U CN 201420606439U CN 204139054 U CN204139054 U CN 204139054U
Authority
CN
China
Prior art keywords
steel pipe
shaped
concrete
pier
assembled
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 - Lifetime
Application number
CN201420606439.4U
Other languages
Chinese (zh)
Inventor
王龙林
吴昌霞
郝天之
刘世建
高建明
黎力韬
罗月静
蒋枫
彭蓉
张磊
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Guangxi Transportation Research Institute
Original Assignee
Guangxi Transportation Research Institute
Priority date (The priority date 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 date listed.)
Filing date
Publication date
Application filed by Guangxi Transportation Research Institute filed Critical Guangxi Transportation Research Institute
Priority to CN201420606439.4U priority Critical patent/CN204139054U/en
Application granted granted Critical
Publication of CN204139054U publication Critical patent/CN204139054U/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

Links

Landscapes

  • Bridges Or Land Bridges (AREA)

Abstract

The utility model discloses a kind of pin-connected panel regeneration concrete filled steel tube Y type bridge pier, be made up of Y shape steel tube, steel pipe binder and assembled flange welding, bridge pad is placed in Y type bridge pier both arms top; Y shape steel tube is as bridge pier pier shaft, and steel pipe binder is positioned at more than Y shape steel tube crotch and welds with Y shape steel tube two diverging arms, and there is assembled flange Y shape steel tube bottom; Regenerated aggregate concrete is built in Y shape steel tube inside.Pin-connected panel of the present utility model regeneration concrete filled steel tube Y type bridge pier can be applicable in city intersection bridge, saves conventional concrete bridge pier shuttering, the step such as Peng wire-ties, form removal, significantly can improve the speed of application of Y type bridge pier; Meanwhile, the utility model makes regenerated aggregate concrete be applied in bridge engineering, is conducive to applying and construction refuse resource of regeneration concrete, improves economic benefit.

Description

拼装式再生钢管混凝土Y型桥墩Assembled recycled steel pipe concrete Y-shaped bridge pier

技术领域technical field

本实用新型属于钢与混凝土组合结构及混合结构技术领域,涉及钢管混凝土异形桥墩,尤其是一种拼装式再生钢管混凝土Y型桥墩。The utility model belongs to the technical field of steel and concrete combined structure and mixed structure, and relates to special-shaped steel pipe concrete piers, in particular to an assembled regenerated steel pipe concrete Y-shaped bridge pier.

背景技术Background technique

城市高架桥、立交桥这类通行多层交通的桥梁不同于普通公路桥梁,桥下仍需要通行交通,对桥墩的占地面积有较大的限制。因此,城市高架桥、立交桥通常采用独柱或异形桥墩。然而,由于独柱桥墩通常只能布置单支座,导致桥梁的抗倾覆能力较弱,而Y型桥墩可在顶部布置双支座,从而提高桥梁的抗倾覆能力,所以城市桥梁常采用Y型桥墩。普通的混凝土Y型桥墩施工中,需要经过立模板、挷扎钢筋、浇注混凝土、拆模板等一系列过程,投入人力很大,施工周期很长,对交通影响很大。同时,Y型桥墩属异形桥墩,其模板只能特制,使用完后无法再利用,造成极大浪费。为此,亟需设计新型桥墩结构来提高城市桥梁异形桥墩的施工速度及减少施工成本。Bridges such as urban viaducts and overpasses that pass multi-layer traffic are different from ordinary highway bridges. Traffic still needs to pass under the bridge, which has a relatively large limitation on the area occupied by the piers. Therefore, urban viaducts and overpasses usually use single-column or special-shaped piers. However, since single-column piers can usually only be arranged with a single support, resulting in weak anti-overturning ability of the bridge, and Y-shaped piers can be arranged with double supports on the top, thereby improving the anti-overturning ability of the bridge, so urban bridges often use Y-shaped piers. In the construction of ordinary concrete Y-shaped bridge piers, a series of processes such as erecting formwork, binding steel bars, pouring concrete, and dismantling formwork are required, which requires a lot of manpower and a long construction period, which has a great impact on traffic. At the same time, the Y-shaped pier is a special-shaped pier, and its formwork can only be specially made, and it cannot be reused after use, resulting in great waste. For this reason, it is urgent to design a new bridge pier structure to improve the construction speed of the special-shaped piers of urban bridges and reduce the construction cost.

再生混凝土是一种利用再生骨料及新砂浆拌合配制的环保型混凝土,再生骨料由废弃混凝土块经过破碎、清洗与分级后形成。在再生混凝土中,由再生骨料部分或全部代替砂石等天然骨料。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,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,达到节约天然沙石资源的目的,具有显著的经济、社会和环境效益。然而,由于再生骨料中附着老砂浆的影响,与普通混凝土相比,再生混凝土在单轴压力作用下更加容易出现微裂纹,进而导致再生混凝土的单轴抗压强度普遍小于普通混凝土,影响了其推广应用。在桥墩这类对混凝土抗压力学性能要求较高的结构,还无法将再生混凝土应用到其中。Recycled concrete is an environmentally friendly concrete prepared by mixing recycled aggregate and new mortar. The recycled aggregate is formed by crushing, cleaning and grading waste concrete blocks. In recycled concrete, natural aggregates such as sand and gravel are partially or completely replaced by recycled aggregates. The promotion and application of recycled concrete is conducive to the recycling of construction waste, which meets the requirements of environmental protection and sustainable development. 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. To achieve the purpose of saving natural sand and gravel resources, it has significant economic, social and environmental benefits. However, due to the influence of the old mortar attached to the recycled aggregate, compared with ordinary concrete, recycled concrete is more prone to microcracks under uniaxial pressure, and the uniaxial compressive strength of recycled concrete is generally lower than that of ordinary concrete, which affects its application. Recycled concrete cannot be applied to structures such as bridge piers that require high concrete pressure resistance.

实用新型内容Utility model content

本实用新型要解决的技术问题是提供一种承载力满足要求、抗震性能良好、施工快速、施工成本低、经济环保的拼装式再生钢管混凝土Y型桥墩。The technical problem to be solved by the utility model is to provide an assembled regenerative steel pipe concrete Y-shaped bridge pier which meets the requirements of bearing capacity, good seismic performance, fast construction, low construction cost, economical and environmental protection.

为解决上述技术问题,本实用新型采用以下技术方案:拼装式再生钢管混凝土Y型桥墩,包括Y型桥墩,Y型桥墩由Y型钢管、钢管系梁和拼装法兰焊接组成,桥梁支座置于Y型桥墩双臂顶部;Y型钢管作为桥墩墩身,钢管系梁位于Y型钢管分叉处以上并与Y型钢管两分叉臂焊接,Y型钢管底端有拼装法兰;Y型钢管内部浇筑再生骨料混凝土。In order to solve the above technical problems, the utility model adopts the following technical solutions: Assembled recycled steel pipe concrete Y-shaped bridge piers, including Y-shaped bridge piers, Y-shaped bridge piers are composed of Y-shaped steel pipes, steel pipe tie beams and assembled flanges welded, bridge supports On the top of the double arms of the Y-shaped bridge pier; the Y-shaped steel pipe is used as the pier body, the steel pipe tie beam is located above the bifurcation of the Y-shaped steel pipe and welded to the two forked arms of the Y-shaped steel pipe, and the bottom of the Y-shaped steel pipe has an assembled flange; Recycled aggregate concrete is poured inside the steel pipe.

拼装法兰包含8块加劲肋,预留8个拼装螺栓孔。The assembly flange contains 8 stiffeners, and 8 assembly bolt holes are reserved.

上述拼装式再生钢管混凝土Y型桥墩,还包括凹型承台,Y型桥墩通过预埋在凹型承台中的拼装螺栓与凹型承台拼装固定。The assembled recycled steel tube concrete Y-shaped bridge pier also includes a concave cap, and the Y-shaped bridge pier is assembled and fixed with the concave cap through assembly bolts pre-embedded in the concave cap.

Y型钢管两分叉臂圆形钢管的直径比桥梁支座最大尺寸大60cm以上。The diameter of the round steel pipe of the two forked arms of the Y-shaped steel pipe is more than 60cm larger than the maximum size of the bridge support.

再生骨料混凝土强度等级不低于C35。The strength grade of recycled aggregate concrete shall not be lower than C35.

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。Recycled aggregate concrete is composed of new mortar and recycled aggregate, and recycled aggregate is composed of original natural aggregate and attached old mortar.

Y型桥墩的含钢率为0.05-0.2。The steel content ratio of Y-shaped piers is 0.05-0.2.

针对再生骨料混凝土应用存在的问题和城市桥梁桥墩施工便利性和施工成本的需求,发明人设计了一种拼装式再生钢管混凝土Y型桥墩,由Y型钢管、钢管系梁和拼装法兰焊接组成,桥梁支座置于Y型桥墩双臂顶部;Y型钢管作为桥墩墩身,钢管系梁位于Y型钢管分叉处以上并与Y型钢管两分叉臂焊接,Y型钢管底端有拼装法兰;Y型钢管内部浇筑再生骨料混凝土。本实用新型利用了钢管对再生骨料混凝土形成包裹约束,改善了再生骨料混凝土的受力性能,提高其承压及抗偏压能力,并提高受钢管约束的再生混凝土的承载力和抗震性,使再生混凝土桥墩满足力学性能要求,能够应用于桥梁工程当中;再生混凝土的填充,可提高钢管抗局部屈曲能力。本实用新型的拼装式再生钢管混凝土Y型桥墩可应用在城市立交桥梁中,其中,外包钢管可作为混凝土模板使用,Y型钢管通过拼装法兰、拼装螺栓与凹型承台现场快速拼装,管内浇筑再生混凝土,节省了常规混凝土桥墩立模板、挷扎钢筋、拆模板等步骤,可大幅提高Y型桥墩的施工速度;同时,本实用新型使再生骨料混凝土在桥梁工程中得以应用,有利于再生混凝土的推广应用和建筑垃圾资源化,提高了经济效益。In view of the problems existing in the application of recycled aggregate concrete and the needs of construction convenience and construction cost of urban bridge piers, the inventor designed an assembled recycled steel pipe concrete Y-shaped pier, which is welded by Y-shaped steel pipes, steel pipe tie beams and assembled flanges Composition, the bridge support is placed on the top of the double arms of the Y-shaped pier; the Y-shaped steel pipe is used as the pier body, the steel pipe tie beam is located above the bifurcation of the Y-shaped steel pipe and welded to the two forked arms of the Y-shaped steel pipe, and the bottom of the Y-shaped steel pipe has Assembled flange; recycled aggregate concrete is poured inside the Y-shaped steel pipe. The utility model utilizes the steel pipe to form wrapping constraints on the recycled aggregate concrete, improves the mechanical performance of the recycled aggregate concrete, improves its pressure bearing and anti-bias pressure ability, and improves the bearing capacity and shock resistance of the recycled concrete constrained by the steel pipe , so that the recycled concrete piers meet the mechanical performance requirements and can be used in bridge engineering; the filling of recycled concrete can improve the local buckling resistance of steel pipes. The assembled regenerative steel pipe concrete Y-shaped bridge pier of the utility model can be applied in urban overpass bridges, wherein the outsourcing steel pipe can be used as a concrete formwork, and the Y-shaped steel pipe can be quickly assembled on-site through assembled flanges, assembled bolts and concave caps, and poured in the pipe Recycled concrete saves the steps of conventional concrete pier formwork, tying steel bars, and formwork removal, which can greatly increase the construction speed of Y-shaped pier; at the same time, the utility model enables the application of recycled aggregate concrete in bridge engineering, which is beneficial to regeneration The popularization and application of concrete and the recycling of construction waste have improved economic benefits.

附图说明Description of drawings

图1是本实用新型拼装式再生钢管混凝土Y型桥墩的使用状态示意图。Fig. 1 is a schematic diagram of the use state of the assembled recycled steel pipe concrete Y-shaped pier of the utility model.

图2是图1中Y型桥墩的俯视示意图。Fig. 2 is a schematic top view of the Y-shaped bridge pier in Fig. 1 .

图3是图1中Y型桥墩与凹型承台连接部分的剖视示意图。Fig. 3 is a schematic cross-sectional view of the connection between the Y-shaped pier and the concave cap in Fig. 1 .

图4是图1中再生骨料混凝土的示意图。Fig. 4 is a schematic diagram of recycled aggregate concrete in Fig. 1 .

图中:1Y型钢管,2钢管系梁,3再生骨料混凝土,4支座,5拼装法兰,6拼装螺栓,7固定混凝土,8凹型承台,9原始天然骨料,10老砂浆,11新砂浆。In the figure: 1Y-shaped steel pipe, 2 steel pipe tie beam, 3 recycled aggregate concrete, 4 support, 5 assembled flange, 6 assembled bolt, 7 fixed concrete, 8 concave cap, 9 original natural aggregate, 10 old mortar, 11 New mortar.

具体实施方式Detailed ways

如图1至4所示,本实用新型拼装式再生钢管混凝土Y型桥墩包括Y型桥墩,Y型桥墩由Y型钢管1、钢管系梁2和拼装法兰5焊接组成,桥梁支座4置于Y型桥墩双臂顶部;Y型钢管作为桥墩墩身,钢管系梁位于Y型钢管分叉处以上并与Y型钢管两分叉臂焊接,Y型钢管底端有拼装法兰,拼装法兰包含8块加劲肋,预留8个拼装螺栓孔;Y型钢管内部浇筑再生骨料混凝土3。As shown in Figures 1 to 4, the assembled regenerative steel pipe concrete Y-shaped pier of the utility model includes a Y-shaped pier, and the Y-shaped pier is composed of a Y-shaped steel pipe 1, a steel pipe tie beam 2 and an assembled flange 5 welded together, and the bridge supports are 4 On the top of the double arms of the Y-shaped bridge pier; the Y-shaped steel pipe is used as the pier body, and the steel pipe tie beam is located above the bifurcation of the Y-shaped steel pipe and welded to the two bifurcated arms of the Y-shaped steel pipe. There is an assembly flange at the bottom of the Y-shaped steel pipe. The blue includes 8 stiffeners, and 8 assembly bolt holes are reserved; recycled aggregate concrete is poured inside the Y-shaped steel pipe 3.

制作过程Production process

Y型钢管在工厂预制,将两分叉臂圆形钢管(直径比桥梁支座最大尺寸大60cm以上)与主钢管焊接,再将开有8个拼接螺栓孔的拼接法兰底板与主钢管底部焊接,然后再将法兰加劲肋与主钢管和法兰底板焊接,形成底部带拼接法兰的Y型钢管。将Y型钢管运送至桥墩施工现场,通过拼接法兰的拼接螺栓孔与已在现场施工完成的凹型承台8(预埋拼接螺栓6)对接,然后浇筑固定混凝土7。Y型钢管拼接完成后,将钢管系梁与Y型钢管双臂现场焊接,最后在Y型钢管内灌注再生骨料混凝土,最终形成Y型桥墩。再生骨料混凝土由新砂浆11和再生骨料组成,再生骨料由原始天然骨料9和附着老砂浆10组成。再生骨料混凝土强度等级不低于C35,依据《型钢混凝土组合结构设计规范》(JGJ138-2001)规定:Y型桥墩的含钢率在0.05-0.2范围内。The Y-shaped steel pipe is prefabricated in the factory, and the two forked arms circular steel pipes (diameter more than 60cm larger than the maximum size of the bridge support) are welded to the main steel pipe, and then the spliced flange bottom plate with 8 splicing bolt holes is connected to the bottom of the main steel pipe After welding, the flange stiffeners are welded to the main steel pipe and the flange bottom plate to form a Y-shaped steel pipe with spliced flanges at the bottom. Transport the Y-shaped steel pipe to the pier construction site, connect it with the concave cap 8 (pre-embedded splicing bolt 6) that has been constructed on site through the splicing bolt hole of the splicing flange, and then pour the fixed concrete 7. After the splicing of the Y-shaped steel pipes is completed, the steel pipe tie beams and the Y-shaped steel pipe arms are welded on site, and finally recycled aggregate concrete is poured into the Y-shaped steel pipes to form a Y-shaped pier. The recycled aggregate concrete is composed of new mortar 11 and recycled aggregate, and the recycled aggregate is composed of original natural aggregate 9 and attached old mortar 10 . The strength grade of recycled aggregate concrete is not lower than C35. According to the "Code for Design of Steel Concrete Composite Structures" (JGJ138-2001): the steel content of Y-shaped piers is within the range of 0.05-0.2.

设计原理design principle

本实用新型的拼装式再生钢管混凝土Y型桥墩既可以满足承载力要求,又可以提高被约束再生混凝土的强度和抗震性。由于钢管内部浇筑再生骨料混凝土,在受压状态下,通过钢管的约束提高了再生混凝土的强度,进而提高再生混凝土的承载力,同时提高钢管抗局部屈曲能力,具体是:当轴向力增加时候,由于混凝土有一定的泊松比,会发生横向变形,当横向变形受到约束情况下,钢管内部的混凝土处于三向受压状态,混凝土微裂缝的发展会受到制约,变形性能也会增强,从而提高了承载力;钢管和混凝土之间的相互作用使钢管内部混凝土的破坏由脆性破坏转变为塑性破坏,构件的延性性能明显改善,耗能能力大大提高,从而提高了抗震能力;同时钢管内部的混凝土又可以有效地防止钢管发生局部屈曲,提高钢管的抗屈曲能力。The assembled recycled steel tube concrete Y-shaped bridge pier of the utility model can not only meet the requirement of bearing capacity, but also improve the strength and earthquake resistance of the constrained recycled concrete. Since recycled aggregate concrete is poured inside the steel pipe, under compression, the strength of the recycled concrete is increased through the restraint of the steel pipe, thereby increasing the bearing capacity of the recycled concrete, and at the same time improving the steel pipe’s ability to resist local buckling, specifically: when the axial force increases When the concrete has a certain Poisson's ratio, lateral deformation will occur. When the lateral deformation is constrained, the concrete inside the steel pipe is in a three-dimensional compression state, the development of concrete micro-cracks will be restricted, and the deformation performance will also be enhanced. Thus, the bearing capacity is improved; the interaction between the steel pipe and the concrete makes the failure of the concrete inside the steel pipe change from brittle failure to plastic failure, the ductility of the component is significantly improved, and the energy dissipation capacity is greatly improved, thereby improving the earthquake resistance; The concrete can effectively prevent the local buckling of the steel pipe and improve the buckling resistance of the steel pipe.

Claims (7)

1.一种拼装式再生钢管混凝土Y型桥墩,包括Y型桥墩,其特征在于:所述Y型桥墩由Y型钢管、钢管系梁和拼装法兰焊接组成,桥梁支座置于Y型桥墩双臂顶部;所述Y型钢管作为桥墩墩身,钢管系梁位于Y型钢管分叉处以上并与Y型钢管两分叉臂焊接,Y型钢管底端有拼装法兰;所述Y型钢管内部浇筑再生骨料混凝土。1. An assembled type recycled steel pipe concrete Y-shaped pier, comprising a Y-shaped pier, is characterized in that: said Y-shaped pier is made up of Y-shaped steel pipes, steel pipe tie beams and assembled flange welding, and the bridge bearing is placed on the Y-shaped pier The top of the double arm; the Y-shaped steel pipe is used as the pier pier body, the steel pipe tie beam is located above the bifurcation of the Y-shaped steel pipe and welded to the two forked arms of the Y-shaped steel pipe, and the bottom of the Y-shaped steel pipe has an assembled flange; the Y-shaped steel pipe Recycled aggregate concrete is poured inside the steel pipe. 2.根据权利要求1所述的拼装式再生钢管混凝土Y型桥墩,其特征在于:所述拼装法兰包含8块加劲肋,预留8个拼装螺栓孔。2. The assembled regenerative steel tube concrete Y-shaped bridge pier according to claim 1, characterized in that: the assembled flange includes 8 stiffeners, and 8 assembled bolt holes are reserved. 3.根据权利要求2所述的拼装式再生钢管混凝土Y型桥墩,其特征在于还包括凹型承台,Y型桥墩通过预埋在凹型承台中的拼装螺栓与凹型承台拼装固定。3. The assembled recycled steel pipe concrete Y-shaped bridge pier according to claim 2, characterized in that it also includes a concave cap, and the Y-shaped bridge pier is assembled and fixed with the concave cap through the assembly bolts embedded in the concave cap. 4.根据权利要求3所述的拼装式再生钢管混凝土Y型桥墩,其特征在于:所述Y型钢管两分叉臂圆形钢管的直径比桥梁支座最大尺寸大60cm以上。4. The assembled recycled steel pipe concrete Y-shaped bridge pier according to claim 3, characterized in that: the diameter of the circular steel pipes of the two bifurcated arms of the Y-shaped steel pipe is more than 60cm larger than the maximum dimension of the bridge support. 5.根据权利要求4所述的拼装式再生钢管混凝土Y型桥墩,其特征在于:所述再生骨料混凝土强度等级不低于C35。5. The assembled recycled steel pipe concrete Y-shaped bridge pier according to claim 4, characterized in that: the strength grade of the recycled aggregate concrete is not lower than C35. 6.根据权利要求5所述的拼装式再生钢管混凝土Y型桥墩,其特征在于:所述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。6. The assembled recycled steel pipe concrete Y-shaped pier according to claim 5, characterized in that: 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 . 7.根据权利要求6所述的拼装式再生钢管混凝土Y型桥墩,其特征在于:所述Y型桥墩的含钢率为0.05-0.2。7. The assembled recycled steel pipe concrete Y-shaped pier according to claim 6, characterized in that: the steel content of the Y-shaped pier is 0.05-0.2.
CN201420606439.4U 2014-10-20 2014-10-20 Pin-connected panel regeneration concrete filled steel tube Y type bridge pier Expired - Lifetime CN204139054U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201420606439.4U CN204139054U (en) 2014-10-20 2014-10-20 Pin-connected panel regeneration concrete filled steel tube Y type bridge pier

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201420606439.4U CN204139054U (en) 2014-10-20 2014-10-20 Pin-connected panel regeneration concrete filled steel tube Y type bridge pier

Publications (1)

Publication Number Publication Date
CN204139054U true CN204139054U (en) 2015-02-04

Family

ID=52415751

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201420606439.4U Expired - Lifetime CN204139054U (en) 2014-10-20 2014-10-20 Pin-connected panel regeneration concrete filled steel tube Y type bridge pier

Country Status (1)

Country Link
CN (1) CN204139054U (en)

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN104278621A (en) * 2014-10-20 2015-01-14 广西交通科学研究院 Splice mounting type recycled concrete-filled steel tube Y-shaped bridge pier
CN107059602A (en) * 2017-05-13 2017-08-18 林再颐 A Y-shaped bridge pier with high bearing strength
CN110306424A (en) * 2018-03-20 2019-10-08 比亚迪股份有限公司 It is used to support support column of track girder and preparation method thereof, the track with it
CN112575675A (en) * 2019-09-30 2021-03-30 比亚迪股份有限公司 Bridge component of rail vehicle and bridge system

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN104278621A (en) * 2014-10-20 2015-01-14 广西交通科学研究院 Splice mounting type recycled concrete-filled steel tube Y-shaped bridge pier
CN107059602A (en) * 2017-05-13 2017-08-18 林再颐 A Y-shaped bridge pier with high bearing strength
CN110306424A (en) * 2018-03-20 2019-10-08 比亚迪股份有限公司 It is used to support support column of track girder and preparation method thereof, the track with it
CN112575675A (en) * 2019-09-30 2021-03-30 比亚迪股份有限公司 Bridge component of rail vehicle and bridge system
CN112575675B (en) * 2019-09-30 2022-03-18 比亚迪股份有限公司 Bridge component of rail vehicle and bridge system

Similar Documents

Publication Publication Date Title
CN108505433B (en) Pier structure and construction method thereof
CN204185755U (en) A kind of Wavelike steel webplate post-stressed concrete T beam
CN102995572B (en) The method of attachment of Thin-wall Hollow Pier and former pier stud and device thereof after bridge jacking
CN202017302U (en) Engineering fiber reinforced cementitious composites (ECC) connecting beam
CN106065564B (en) A kind of seamless bridge of steel-concrete combined structure monoblock type
CN204139054U (en) Pin-connected panel regeneration concrete filled steel tube Y type bridge pier
CN206707122U (en) A kind of concrete filled steel tube component of the steel tube confinement of sandwich
CN103967205A (en) FRP (Fiber Reinforced Polymer) pipe-recycled concrete-steel pipe double-walled hollow combined member
CN208151833U (en) A kind of construction of novel RC-masonry combination arch bridge
CN105970803B (en) Shear-resistant energy dissipation device of assembled pier and construction method
CN102108760A (en) A Fiber Reinforced Plastic-Steel Composite Tube Confined Reinforced High Strength Concrete Column
CN108316164B (en) Structure for reinforcing old assembled hollow slab girder bridge by using new girder and construction method
CN207749409U (en) Detachable assembling type reinforced concrete bridge pier cushion cap connection structure
CN106812248A (en) A kind of construction refuse regenerated concrete superposed column and its construction technology
CN104278621B (en) Pin-connected panel regenerates concrete filled steel tube Y type bridge piers
CN102587576B (en) Combined precast column with nodes
CN206599918U (en) A kind of construction refuse regenerated concrete superposed column
CN220724829U (en) Double-sided overlapped assembled bridge pier suitable for construction of high and cold and earthquake active areas
CN107059574A (en) A kind of method of concrete structure and its prefabricated assembled cement concrete pavement of leveling
CN206205158U (en) The double-deck narrow ring flat-plate FRP nodes of thin-wall steel tube regenerative mixed column and girder steel
CN104328735B (en) Recycled concrete Z-shaped piers
CN204238123U (en) A kind of triangular form section steel pipe regeneration concrete pier stud
CN204139052U (en) Regeneration concrete band U rib dumbbell shape columnar pier
CN104314001A (en) Reclaimed concrete U-shaped rib dumbbell type columnar pier
CN104612173B (en) A kind of seamless bridge neotectonics and construction method thereof that adopts ultra-high performance concrete stake

Legal Events

Date Code Title Description
C14 Grant of patent or utility model
GR01 Patent grant
AV01 Patent right actively abandoned

Granted publication date: 20150204

Effective date of abandoning: 20171114

AV01 Patent right actively abandoned