WO2018072366A1 - 一种自复位装配式地铁车站柔性抗震结构 - Google Patents

一种自复位装配式地铁车站柔性抗震结构 Download PDF

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Publication number
WO2018072366A1
WO2018072366A1 PCT/CN2017/074349 CN2017074349W WO2018072366A1 WO 2018072366 A1 WO2018072366 A1 WO 2018072366A1 CN 2017074349 W CN2017074349 W CN 2017074349W WO 2018072366 A1 WO2018072366 A1 WO 2018072366A1
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prefabricated
self
rubber
resetting
prefabricated member
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English (en)
French (fr)
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杜修力
刘洪涛
许成顺
王子理
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Beijing University of Technology
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Beijing University of Technology
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Priority to US15/566,629 priority Critical patent/US10344445B2/en
Publication of WO2018072366A1 publication Critical patent/WO2018072366A1/zh
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    • E—FIXED CONSTRUCTIONS
    • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D29/00—Independent underground or underwater structures; Retaining walls
    • E02D29/04—Making large underground spaces, e.g. for underground plants, e.g. stations of underground railways; Construction or layout thereof
    • E—FIXED CONSTRUCTIONS
    • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D29/00—Independent underground or underwater structures; Retaining walls
    • E02D29/045—Underground structures, e.g. tunnels or galleries, built in the open air or by methods involving disturbance of the ground surface all along the location line; Methods of making them
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/62—Insulation or other protection; Elements or use of specified material therefor
    • E04B1/92—Protection against other undesired influences or dangers
    • E04B1/98—Protection against other undesired influences or dangers against vibrations or shocks; against mechanical destruction, e.g. by air-raids
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04H—BUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
    • E04H9/00—Buildings, groups of buildings or shelters adapted to withstand or provide protection against abnormal external influences, e.g. war-like action, earthquake or extreme climate
    • E04H9/02—Buildings, groups of buildings or shelters adapted to withstand or provide protection against abnormal external influences, e.g. war-like action, earthquake or extreme climate withstanding earthquake or sinking of ground
    • E04H9/021—Bearing, supporting or connecting constructions specially adapted for such buildings
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04H—BUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
    • E04H9/00—Buildings, groups of buildings or shelters adapted to withstand or provide protection against abnormal external influences, e.g. war-like action, earthquake or extreme climate
    • E04H9/02—Buildings, groups of buildings or shelters adapted to withstand or provide protection against abnormal external influences, e.g. war-like action, earthquake or extreme climate withstanding earthquake or sinking of ground
    • E04H9/027—Preventive constructional measures against earthquake damage in existing buildings

Definitions

  • the invention belongs to the field of seismic technology of a prefabricated metro station, and particularly relates to a flexible earthquake-resistant structure of a self-resetting and assembled metro station, and further relates to a novel metro station structure system which is assembled with prestressed tendons to form a self-resetting function and seismic capacity.
  • the force members of the subway station are simultaneously subjected to pressure, bending and shearing. Causes damage to the structure.
  • the assembled structure has the advantages of energy saving, greening and environmental protection, and the application of the fabricated structure to the underground structure is also a development trend.
  • the connection between the prefabricated components is mostly a "consolidated" connection method of the sleeve grouting connection, which makes the structural stiffness change uncoordinated, reduces the seismic resistance of the component, and also affects the component's Waterproof performance causes corrosion of the steel bars and reduces the durability of the underground structure.
  • the present invention proposes a novel flexible earthquake-resistant main structural system capable of self-resetting and assembling metro stations.
  • the seismic performance of the subway station is improved, and the problem of component connection and the waterproofing of the joint is solved.
  • the prefabricated components are effectively combined with the prestressing tendons and the shock absorbing waterproofing system to make the assembled subway structure a flexible waterproof system, which makes it earthquake resistant.
  • a self-resetting and assembling metro station flexible seismic structure comprising: a prefabricated component roof, a prefabricated component side wall, a prefabricated component middle plate, a prefabricated component bottom plate, a prefabricated component middle column, and a pre-requisite a force rib, a waterproof rubber strip, a rubber support, wherein a waterproof rubber strip and a large deformation rubber support are installed at a joint of a prefabricated member top plate and a prefabricated member side wall, and a joint of the prefabricated member side wall and the prefabricated member middle plate A waterproof rubber strip and a large deformation rubber support are installed, a waterproof rubber strip and a large deformation rubber support are installed at the joint of the prefabricated member side wall and the prefabricated member bottom plate, and a large deformation is installed at the joint of the prefabricated member top plate and the prefabricated member middle column.
  • a rubber bearing, a large deformation rubber bearing is installed at a joint of the prefabricated member middle plate and the prefabricated member column, and a large deformation rubber bearing is installed at a joint of the prefabricated member bottom plate and the prefabricated member column; the prestressing tendon is used
  • the prefabricated member side wall, the prefabricated member middle plate, the prefabricated member bottom plate, the prefabricated member middle column are connected with the waterproof rubber and the large deformation support, and prestressing is applied to ensure that the large deformation support is in a pressed state, and the waterproof effect is obtained.
  • the lateral pressure presses the waterproof rubber strip to form a flexible self-resetting structure at the subway station.
  • the waterproof rubber strip is combined with the large deformation rubber support to form a waterproof shock absorbing member in the shape of " ⁇ " and " ⁇ ".
  • the side wall of the prefabricated member is joined by a double row of prestressed tendons and prestressed.
  • the columns of the prefabricated members are joined by a single row of prestressed tendons and prestressed.
  • the steel plates inside the large deformation support are all wrapped with rubber, and the outermost rubber thickness is not less than 5 mm.
  • the prestressed rib hole is arranged in the interior of the prefabricated member top plate, the prefabricated member side wall, the prefabricated member middle plate, the prefabricated member bottom plate, and the prefabricated member middle column, the diameter of the hole matches the diameter of the prestressing rib, and the prefabricated member
  • the height of the prestressed tendon of the side wall from the joint is 1/6 of the length of the rubber strip.
  • the upper and lower ends of the side wall of the prefabricated member are provided with a plurality of detecting pipes in the longitudinal direction of the station, and the detecting pipes are in the range of the waterproof rubber strip.
  • the detecting duct is disposed in a direction inclined downward.
  • the invention adopts a prestressing rib to connect the prefabricated component to form a novel flexible seismic structural system capable of self-resetting function, and solves the connection of the prefabricated component, and also simplifies the connecting part of the component into a "hinged" flexible structural form. Under the action of seismic load, the bending moment at the joint position of the member is released, which reduces the damage of the underground structure caused by the earthquake. Prestressed tendons While connecting prefabricated components, the construction efficiency is improved and the difficulty of winter construction in the northern region is overcome.
  • the invention uses prestressing tendons to join the prefabricated members.
  • the self-reset function of the subway station can be realized.
  • the self-reset function of the station can be realized by the prestressing force and the weight of the upper soil and structure.
  • the present invention combines a conventional waterproof rubber with a large deformation rubber support. It can not only achieve the waterproof effect of traditional materials, but also play the role of shock absorption between components.
  • the inner wall of the waterproof support is arranged in a "crescent" shape, and the waterproof rubber strip and the member are pressed by the external earth pressure to provide the first waterproof effect.
  • the rubber bearing between the prefabricated members realizes vertical pressing under the action of self weight and prestressing, and functions as a second waterproofing.
  • the rustproof material on the outside of the prestressed tendon can serve as the third line of defense against rust. By reserving the pores, the groundwater penetration phenomenon is detected, which facilitates the later grouting and compensates for the shortcomings of the durability of the rubber material.
  • the invention renews the traditional consolidation connection manner of the middle column and the top plate and the middle plate to the "hinged" manner by the connection of the prestressing tendon and the large deformation rubber bearing, and reduces the medium bearing capacity without changing the original bearing capacity.
  • the deformation of the column improves the seismic resistance of the center column.
  • Figure 1 is a schematic view of a novel flexible seismic structure of a self-resetting assembled underground subway structure
  • Figure 2 is a waterproof "T" diagram of a self-resetting assembled metro station.
  • Figure 3 is a waterproof " ⁇ " diagram of a self-resetting assembled metro station.
  • Figure 4 is a top view of the side wall of the prefabricated member
  • Figure 5 is a top view of the top plate of the prefabricated member, the middle plate of the bottom plate,
  • FIG. 6 is a schematic view of a side wall and a floor node of a self-resetting assembled metro station
  • Figure 7 is a schematic view of a side wall and a middle plate node of a self-resetting assembled metro station
  • Figure 8 is a schematic view of a side wall and a ceiling node of a self-resetting assembled metro station
  • Figure 9 is a diagram showing the position of the prefabricated middle plate and the waterproof rubber strip and the large deformation support of the self-resetting and assembling subway station.
  • the present invention provides a self-resetting and assembling metro station flexible seismic structure, which is combined with a pre-stressed rib and a large deformation rubber bearing in a fabricated structure to form a new seismic system of the self-resetting subway structure.
  • the utility model comprises: a prefabricated component, a prestressing rib 6, a waterproof rubber 7 and a rubber bearing 8; the prefabricated component comprises: a prefabricated component top plate 1, a prefabricated component side wall 2, a prefabricated component middle plate 3, a prefabricated component bottom plate 4, and a prefabricated component Column 5.
  • the prefabricated component is based on the use function and structural form of the underground structure, and after the depth design optimization, the vertical prestressing rib hole 9 is reserved inside the prefabricated component, and the upper and lower ends of the side wall of the prefabricated component are set at a plurality of heights. Different lateral inclination detection pipes 10 are used to monitor the penetration of groundwater, and the grouting treatment can be carried out later to compensate for the durability of the rubber material.
  • the prestressing tendon 6 is a steel strand with high strength and high toughness, and is coated with an anti-rust material on the outer layer.
  • the prestressing tendons are used to pass through the top plate from the bottom and give a certain tensile force. This connection can release the bending moment at the joint, and the structure can be coordinated with the surrounding soil. Under the tension of the prestressing tendon, the structure can have a self-resetting function.
  • the prestressing tendon 6 can effectively solve the connection problem of the prefabricated component, and the unbonded prestressing tendon can also improve the deformability of the structure.
  • the waterproof rubber structure of the seam joint is divided into two forms, and a waterproof "T” type system is adopted at the joint between the side wall and the top and bottom plates, and a waterproof system is adopted at the joint between the side wall and the middle plate.
  • ⁇ type structure, the inside of the waterproof rubber strip is set to a "crescent" shape, and under the action of the external pressure, the waterproof rubber is compacted.
  • the waterproof rubber 7 at the seam joint is a waterproof system of different shapes and a member connection shock absorbing structure.
  • Waterproof rubber is used on the outside of the side wall, steel plate is added inside the rubber support, and the outermost rubber thickness is not less than 5mm.
  • the waterproof rubber and the large deformation support are integrated. It can achieve large deformation while also providing waterproof function.
  • the large deformation support 8 is a plate type support made of a rubber material, and the large deformation support, the middle column and the top of the station are connected to the middle plate through the prestressing tendons. Enhance the seismic energy of the center column force.
  • the invention utilizes the advantages of the assembled structure, combines the seismic damage of the underground structure, compensates for the shortcomings of the assembled structural connection, and adopts a prestressing tendon to connect the assembled members, and uses the waterproof rubber strip and the large deformation support. Combine to release the bending moment at the joint node. Under the action of earthquake, it can play a seismic role, and at the same time has a self-resetting function.
  • FIGS. 1 to 9 A specific embodiment will be described below with reference to FIGS. 1 to 9 and a typical two-story three-span subway station as an example.
  • the prestressed member is reserved for the prestressed rib hole 9, the pipe 10 is reserved laterally, the prefabricated member bottom plate 4 is installed in position, and the prestressing rib 6 of the anchoring bottom plate is installed; at the same time, the waterproof rubber strip 7 and the large deformation bearing are disposed. 8 Install in place and install the prefabricated side wall member 2 in place.
  • the waterproof rubber strip 7 and the large deformation support 8 are fixed to the prefabricated intermediate plate 3, and are integrally hoisted, and are connected by prestressing ribs 6, and the upper layer prefabricated member side wall 2 is installed, and the waterproof strip 7 and large deformation of the upper layer of the station are performed. Rubber support 8, prefabricated member top plate 1.
  • the middle column is installed in the same manner, and an external force is provided by a device such as a jack, and a certain strength is applied to the prestressing tendon to ensure that the large deformation support 8 between the joints of the member is in a pressed state.
  • the waterproof strip on the outside of the side wall is pressed by the earth pressure of the outer layer. Keep the waterproof strip in close contact with the side wall.
  • a groundwater monitoring system 11 is installed in the detection pipe 10.
  • the invention is based on the seismic damage of underground structure and the failure mechanism of underground structure, and proposes a new flexible seismic system capable of self-resetting and assembling metro station.
  • the prefabricated components are specially designed and deepened to ensure the installation accuracy requirements.
  • the waterproof material and the large deformation support are integrated, which can both waterproof and shock absorption.
  • the joints of the members are connected by prestressed and deformed supports, releasing the bending moment at the joints, making the structural system a flexible system, coordinating deformation with the surrounding soil, improving the seismic performance of the structure, and the prestressing tendons can
  • the structure has a good self-reset function.

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Abstract

一种自复位装配式地铁车站柔性抗震结构，包括预制构件（1-5）、预应力筋（6）、防水橡胶（7）和橡胶支座（8）。车站主体结构由预应力筋（6）连接预制构件而成，实现结构连接节点为"铰接"连接，使地铁车站成为柔性体系，同时预应力可实现结构自复位功能；防水橡胶（7）和橡胶支座（8）结合成"Т"和"Π"体系，安装在预制构件连接部位，实现多防线防水和减震。该柔性抗震结构提高了地铁车站的变形和抗震能力。

Description

一种自复位装配式地铁车站柔性抗震结构 技术领域
本发明属于装配式地铁车站抗震技术领域，特别涉及一种自复位装配式地铁车站柔性抗震结构，进一步涉及采用预应力筋连接预制构件拼装成具备自复位功能和抗震能力的新型地铁车站结构体系。
背景技术
随着人口、资源、环境以及社会发展空间等矛盾的日益突出，发展地下空间结构成为解决矛盾的重要战略出发点。但是地铁车站受到地震作用的严重考验，长期以来，地下结构的抗震问题未受到足够重视，导致地下结构的结构形式，设计方法以及理论发展较为缓慢。随着地下结构震害的加剧，规范明确规定地下结构的抗震设计必须通过专项审查。因此如何提高地下结构的抗震性能是摆在我们面前的重要问题。根据地下结构的震害以及破坏机理，地铁车站受到周围土体的约束作用，同时又受到上覆土体的竖向惯性力的作用，地铁车站的受力构件同时受到压、弯、剪的作用，导致结构发生破坏。装配式结构具有节能减排，绿色环保等优点，将装配式结构应用于地下结构也是发展趋势。在现有的技术中，预制构件之间的连接多采用套筒灌浆连接的“固结”连接方式，此连接方式使结构刚度变化不协调，降低了构件的抗震能力，同时也影响了构件的防水性能，导致钢筋发生锈蚀，降低了地下结构的耐久性。
发明内容
为了克服地铁车站现有抗震技术的不足，本发明提出了一种可自复位装配式地铁车站新型柔性抗震主体结构体系。在装配结构优势的基础上，提高了地铁车站的抗震性能，解决了构件连接难题以及连接部位的防水问题。将预制构件与预应力筋和减震防水体系有效结合使装配式地铁结构变为柔性防水体系，使其具备抗震功能。
为了实现上述目的，本发明采取如下的技术方案：
一种自复位装配式地铁车站柔性抗震结构，包括：预制构件顶板、预制构件侧墙、预制构件中板、预制构件底板、预制构件中柱、预应 力筋、防水胶条、橡胶支座，其中，在预制构件顶板、预制构件侧墙的相连接处安装防水橡胶条以及大变形橡胶支座，预制构件侧墙、预制构件中板的相连接处安装防水橡胶条以及大变形橡胶支座，预制构件侧墙、预制构件底板的相连接处安装防水橡胶条以及大变形橡胶支座，在预制构件顶板、预制构件中柱的相连接处安装大变形橡胶支座，在预制构件中板、预制构件中柱的相连接处安装大变形橡胶支座，在预制构件底板、预制构件中柱的相连接处安装大变形橡胶支座；采用预应力筋使预制构件侧墙、预制构件中板、预制构件底板、预制构件中柱与防水橡胶、大变形支座连接，并施加预应力，保证大变形支座处于压挤状态，起到防水效果，周围的侧向压力将防水橡胶条压挤，使地铁车站形成柔性自复位结构。
作为优选，防水橡胶条与大变形橡胶支座结合成为“Т”和“Π”形状的防水减震构件。
作为优选，预制构件侧墙采用双排预应力筋连接，并施加预应力。
作为优选，预制构件中柱采用单排预应力筋连接，并施加预应力。
作为优选，大变形支座内部的钢板应全部采用橡胶全部包裹，其最外侧橡胶厚度不小于5mm。
作为优选，在预制构件顶板、预制构件侧墙、预制构件中板、预制构件底板、预制构件中柱的内部布置预应力筋孔道，其孔的直径与预应力筋的直径相匹配，并且预制构件侧墙的预应力筋孔道距离接缝的高度为橡胶条长度的1/6。
作为优选，预制构件侧墙的上下两端沿车站纵向设置多个检测管道，所述检测管道处于防水橡胶条范围内。
作为优选，检测管道设置成倾斜向下的方向。
本发明的有益效果是：
本发明采用预应力筋连接预制构件构成可自复位功能的新型柔性抗震结构体系，解决预制构件连接的同时，还将构件连接部位简化成“铰接”的柔性结构形式。在地震荷载作用下，构件连接位置处的弯矩得到释放，减小了地震作用对地下结构的损伤。并且采用预应力筋 连接预制构件的同时，提高建造效率，克服北方地区冬季施工的困难。
本发明采用预应力筋连接预制构件。可以实现地铁车站自复位功能。依靠预应力和上部土体及结构自重，可以实现车站自复位功能。
本发明将传统的防水橡胶与大变形橡胶支座相结合。既可以实现传统材料的防水效果，又可以起到构件间的减震作用。防水支座的内壁设置成“月牙”状，依靠外侧的土压力，将防水橡胶胶条与构件挤压，起到第一道防水效果。预制构件之间的橡胶支座，在自重和预应力的作用下，实现竖向挤压作用，起到第二道防水的作用。预应力筋外侧的防锈材料可以起到钢筋防锈蚀的第三道防线。通过预留孔道，检测地下水的渗透现象，便于后期灌浆，弥补橡胶材料耐久性的缺点。
本发明将中柱与顶板和中板传统的固结连接方式更新为依靠预应力筋和大变形橡胶支座连接的“铰接”方式，在不改变原有相同承载力的同时，减小了中柱的变形，提高了中柱的抗震能力。
通过采用预应力筋对车站预制构件相连接，对预制构件提供了一种可靠的连接方式，实现了地下地铁车站的抗震性能以及自复位性能，提高了车站的整体抗震能力。
附图说明
图1是自复位装配式地下地铁结构新型柔性抗震结构示意图，
图2为自复位装配式地铁车站的防水“T”图，
图3为自复位装配式地铁车站的防水“Π”图，
图4为预制构件侧墙俯视图，
图5为预制构件顶板，底板中板俯视图，
图6为自复位装配式地铁车站侧墙与底板节点示意图，
图7为自复位装配式地铁车站侧墙与中板节点示意图，
图8为自复位装配式地铁车站侧墙与顶板节点示意图，
图9为自复位装配式地铁车站预制中板与防水胶条、大变形支座位置图。
附图标记说明：1—预制构件顶板；2—预制构件侧墙；3—预制构件中板；4—预制构件底板；5—预制构件中柱；6—预应力筋；7—防 水胶条；8—橡胶支座；9—预应力筋孔道；10—检测管道；11—地下水检测仪器及灌浆塞
具体实施方式
如图1至9所示，本发明提供一种自复位装配式地铁车站柔性抗震结构，采用预应力筋和大变形橡胶支座联合应用于装配式结构中，构成自复位地铁结构新型抗震体系，包括：预制构件、预应力筋6、防水橡胶7和橡胶支座8；所述预制构件包含：预制构件顶板1、预制构件侧墙2、预制构件中板3、预制构件底板4、预制构件中柱5。
所述的预制构件是根据地下结构的使用功能和结构形式，经过深度设计优化后在预制构件内部预留通长的竖向预应力筋孔道9，预制构件侧墙的上下两端设置多个高度不同的横向倾斜检测管道10，以便监测地下水的渗透现象，后期可进行灌浆处理，弥补橡胶材料的耐久性。
所述的预应力筋6是采用高强度、高韧性的钢绞线，并在外层涂抹防锈材料。采用预应力筋从底部依次穿到顶板，并赋予一定的张拉力。此连接可以释放连接处的弯矩，使结构与周围的土体协调变形，在预应力筋的拉力作用下，结构可以具备自复位的功能。
所述的预应力筋6可以有效解决预制构件的连接问题，采用无粘结预应力筋还可以提高结构的变形能力。
所述的接缝连接处的防水橡胶结构分为两种形式，在侧墙和顶、底板的接缝处采用防水“T”型体系，在侧墙与中板的接缝处采用防水系“Π”型结构，防水胶条内侧设置成“月牙”形状，在外侧压力的作用下，防水橡胶被压实。
所述的接缝连接处的防水橡胶7是不同形状的防水体系以及构件连接减震结构。在侧墙外侧采用防水橡胶，橡胶支座内部添加钢板，其最外侧橡胶厚度不宜小于5mm，防水橡胶与大变形支座结合为一体化。可以实现大变形的同时，还可以起到防水功能。
所述的大变形支座8是采用橡胶材料制作的板式支座，通过预应力筋将大变形支座，中柱和车站顶部与中板相连。增强中柱的抗震能 力。
本发明是借助装配式结构优势的基础上，结合地下结构的震害，弥补了装配式结构连接的缺点，采用一种预应力筋连接组装构件的方式，利用防水橡胶条与大变形支座相结合，释放连接节点处的弯矩。在地震作用下，可起到抗震作用，同时又具有自复位功能。
下面结合图1至图9和典型的两层三跨地铁车站为例进行说明具体实施方式。
根据车站的具体使用功能，合理设计，深化分析结构的受力形式以及预制构件深度优化等工作；
在预制构件预留预应力筋孔道9，横向预留管道10，将预制构件底板4安装就位，并安装锚固底板的预应力筋6；同时将设置好的防水橡胶条7与大变形支座8安装就位，再将预制侧墙构件2安装就位。将防水胶条7与大变形支座8与预制中板3固定，进行整体吊装，并采用预应力筋6连接，在进行安装上层预制构件侧墙2,车站上层的防水胶条7与大变形橡胶支座8，预制构件顶板1。采用同样的方式安装中柱，采用千斤顶等设备提供外力，对预应力筋施加一定强度，保证构件接缝间的大变形支座8处于挤压状态。通过外层的土压力将侧墙外侧的防水胶条进行挤压。使防水胶条与侧墙接触紧密。在检测管道10安装地下水监测系统11。
主体结构安装完成后，在进行其他结构的安装等工作。
本发明基于地下结构的震害以及地下结构的破坏机理，提出一种可自复位装配式地铁车站新型柔性抗震体系。预制构件经过专项设计，深度优化后，保证安装精度要求。防水材料与大变形支座采用一体化，既可以起到防水效果又可以起到减震作用。构件连接处采用预应力和变形支座连接，释放了节点处的弯矩，使结构体系变成一种柔性体系，与周围的土体协调变形，提高结构的抗震性能，同时预应力筋又可以使结构具有良好的自复位功能。

Claims (8)

  1. 一种自复位装配式地铁车站柔性抗震结构，其特征在于，包括：预制构件顶板(1)、预制构件侧墙(2)、预制构件中板(3)、预制构件底板(4)、预制构件中柱(5)、预应力筋(6)、防水胶条(7)、橡胶支座(8)，其中，在预制构件顶板(1)、预制构件侧墙(2)的相连接处安装防水橡胶条(7)以及大变形橡胶支座(8)，预制构件侧墙(2)、预制构件中板(3)的相连接处安装防水橡胶条(7)以及大变形橡胶支座(8)，预制构件侧墙(2)、预制构件底板(4)的相连接处安装防水橡胶条(7)以及大变形橡胶支座(8)，在预制构件顶板(1)、预制构件中柱(5)的相连接处安装大变形橡胶支座(8)，在预制构件中板(3)、预制构件中柱(5)的相连接处安装大变形橡胶支座(8)，在预制构件底板(4)、预制构件中柱(5)的相连接处安装大变形橡胶支座(8)；采用预应力筋(6)使预制构件侧墙(2)、预制构件中板(3)、预制构件底板(4)、预制构件中柱(5)与防水橡胶(7)、大变形支座(8)连接，并施加预应力，保证大变形支座处于压挤状态，起到防水效果，周围的侧向压力将防水橡胶条(7)压挤，使地铁车站形成柔性自复位结构。
  2. 根据权利要求1所述的自复位装配式地铁车站柔性抗震结构，其特征在于，防水橡胶条(7)与大变形橡胶支座(8)结合成为“Т”和“Π”形状的防水减震构件。
  3. 根据权利要求1所述的自复位装配式地铁车站柔性抗震结构，其特征在于，预制构件侧墙采用双排预应力筋连接(6)，并施加预应力。
  4. 根据权利要求1所述的自复位装配式地铁车站柔性抗震体系，其特征在于，预制构件中柱采用单排预应力筋连接(6)，并施加预应力。
  5. 根据权利要求1所述的自复位装配式地铁车站柔性抗震结构，其特征在于，大变形支座内部的钢板应全部采用橡胶全部包裹，其最外侧橡胶厚度不小于5mm。
  6. 根据权利要求1所述的自复位装配式地铁车站柔性抗震结构，其特征在于，在预制构件顶板(1)、预制构件侧墙(2)、预制构件中板(3)、预制构件底板(4)、预制构件中柱(5)的内部布置预应力筋孔道(9)，其孔的直径与预应力筋的直径相匹配，并且预制构件侧墙(2)的预应力筋孔道(9)距离接缝的高度为橡胶条(7)长度的1/6。
  7. 根据权利要求1所述的自复位装配式地铁车站柔性抗震结构，其特征在于，预制构件侧墙的上下两端沿车站纵向设置多个检测管道(10)，所述检测管道(10)处于防水橡胶条(7)范围内。
  8. 根据权利要求1所述的自复位装配式地铁车站柔性抗震结构，其特征在于，检测管道(10)设置成倾斜向下的方向。
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CN205502066U (zh) * 2016-02-20 2016-08-24 深圳华瀚城市综合管廊技术研究开发有限公司 管廊预制件及装配式矩形综合管廊
CN106013237A (zh) * 2016-07-20 2016-10-12 湖北宇辉新型建筑材料有限公司 预制混凝土构件装配式地铁站及安装方法
CN106351494A (zh) * 2016-10-20 2017-01-25 北京工业大学 一种自复位装配式地铁车站柔性抗震结构

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CN112112307A (zh) * 2020-09-29 2020-12-22 中国铁路设计集团有限公司 一种高铁地下车站与航站楼的减隔振转化结构及施工方法
CN114517496A (zh) * 2020-11-20 2022-05-20 上海申通地铁集团有限公司 形状记忆合金型自复位地铁车站隧道防水减震连接装置
CN113482037A (zh) * 2021-08-03 2021-10-08 上海市城市建设设计研究总院（集团）有限公司 兼顾高耐久性地铁车站减震梁柱节点及其施工方法
CN114351755A (zh) * 2021-12-22 2022-04-15 北京工业大学 组合壳管廊顶部l型节点及其施工方法
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CN114908794A (zh) * 2022-04-12 2022-08-16 中铁二院工程集团有限责任公司 一种地铁车站的装配式修建方法
CN114737608A (zh) * 2022-05-08 2022-07-12 北京建筑大学 基于自复位截断柱的叠合式地下结构抗震体系及施工方法
CN115305966A (zh) * 2022-09-07 2022-11-08 中铁铁工城市建设有限公司 一种用于保护密贴地铁车站的重力式支护体系施工方法
CN115305966B (zh) * 2022-09-07 2023-10-13 中铁铁工城市建设有限公司 一种用于保护密贴地铁车站的重力式支护体系施工方法

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