CN117403700A - Connection structure for assembled prefabricated part and construction method thereof - Google Patents

Connection structure for assembled prefabricated part and construction method thereof Download PDF

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Publication number
CN117403700A
CN117403700A CN202311365507.2A CN202311365507A CN117403700A CN 117403700 A CN117403700 A CN 117403700A CN 202311365507 A CN202311365507 A CN 202311365507A CN 117403700 A CN117403700 A CN 117403700A
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elastic member
connecting rod
stopper
prefabricated components
adjacent
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黄林冲
蒋凯
梁禹
张燕丽
郭成超
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Sun Yat Sen University
Sun Yat Sen University Shenzhen Campus
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Sun Yat Sen University
Sun Yat Sen University Shenzhen Campus
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    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D29/00Independent underground or underwater structures; Retaining walls
    • E02D29/045Underground 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
    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D29/00Independent underground or underwater structures; Retaining walls
    • E02D29/04Making large underground spaces, e.g. for underground plants, e.g. stations of underground railways; Construction or layout thereof
    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D31/00Protective arrangements for foundations or foundation structures; Ground foundation measures for protecting the soil or the subsoil water, e.g. preventing or counteracting oil pollution
    • E02D31/08Protective arrangements for foundations or foundation structures; Ground foundation measures for protecting the soil or the subsoil water, e.g. preventing or counteracting oil pollution against transmission of vibrations or movements in the foundation soil
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04BGENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/38Connections for building structures in general
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04BGENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/62Insulation or other protection; Elements or use of specified material therefor
    • E04B1/66Sealings

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  • Engineering & Computer Science (AREA)
  • Civil Engineering (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • Structural Engineering (AREA)
  • Architecture (AREA)
  • General Life Sciences & Earth Sciences (AREA)
  • Paleontology (AREA)
  • General Engineering & Computer Science (AREA)
  • Mining & Mineral Resources (AREA)
  • Environmental & Geological Engineering (AREA)
  • Physics & Mathematics (AREA)
  • Electromagnetism (AREA)
  • Sustainable Development (AREA)
  • Hydrology & Water Resources (AREA)
  • Mutual Connection Of Rods And Tubes (AREA)

Abstract

本发明涉及装配式地铁车站技术领域,特别是涉及一种装配式预制构件用连接结构及其施工方法,装配式预制构件用连接结构包括连接杆,连接杆的前端设有第一挡止件,连接杆的后端从前至后依次穿过各预制构件并连接有第二挡止件;连接杆穿设在各预制构件中,极大地增加了连接杆的长度,连接杆的外侧位于相邻的两个预制构件之间的位置处均设有从前至后依次抵接的第一弹性件、第三挡止件和第二弹性件,各第一弹性件的前端均与邻近自身前方的预制构件的后端抵接,各第二弹性件的后端均与邻近自身后端的预制构件抵接;连接杆的弹性变形量能够均摊至整个连接杆的杆长,从而增大了连接杆的允许弹性变形量,降低了预制构件受到拉伸力时发生塑性变形的风险。

The invention relates to the technical field of prefabricated subway stations, and in particular to a connection structure for prefabricated components and a construction method thereof. The connection structure for prefabricated components includes a connecting rod, and the front end of the connecting rod is provided with a first stopper. The rear end of the connecting rod passes through each prefabricated component from front to back and is connected to a second stopper; the connecting rod is passed through each prefabricated component, greatly increasing the length of the connecting rod, and the outside of the connecting rod is located on the adjacent The position between the two prefabricated components is provided with a first elastic member, a third stopper and a second elastic member that contact in sequence from front to back. The front end of each first elastic member is in contact with the prefabricated component adjacent to its front. The rear end of each second elastic member is in contact with the prefabricated component adjacent to its own rear end; the elastic deformation of the connecting rod can be evenly distributed to the length of the entire connecting rod, thereby increasing the allowable elasticity of the connecting rod The amount of deformation reduces the risk of plastic deformation when prefabricated components are subjected to tensile force.

Description

一种装配式预制构件用连接结构及其施工方法A kind of connection structure for prefabricated components and its construction method

技术领域Technical field

本发明涉及装配式地铁车站技术领域,特别是涉及一种装配式预制构件用连接结构及其施工方法。The invention relates to the technical field of prefabricated subway stations, and in particular to a connection structure for prefabricated components and a construction method thereof.

背景技术Background technique

装配式建筑是将传统工法施工的钢筋、混凝土集中在工厂内流水化生产成预制构件,最终在主体结构施工现场一次性拼装完成,像搭积木一样一块一块拼接成型。装配式建筑使建筑结构的施工生产实现工厂化。装配式地铁车站是装配式建筑的一种新形式,与传统现浇地铁车站结构相比,装配式地铁车站具有工效高、质量可控、节能环保等优点。Prefabricated buildings are made by concentrating steel bars and concrete constructed using traditional construction methods into prefabricated components in a factory. They are finally assembled at the construction site of the main structure and formed piece by piece like building blocks. Prefabricated buildings enable factory-based construction and production of building structures. Prefabricated subway stations are a new form of prefabricated buildings. Compared with traditional cast-in-place subway station structures, prefabricated subway stations have the advantages of high efficiency, controllable quality, energy saving and environmental protection.

相邻的两个衬砌环之间的连接结构是装配式地铁车站的薄弱部位,相邻的两个衬砌环之间的常见连接结构包括设置在衬砌环两侧的连接法兰和穿设在连接法兰中的连接螺栓。在地表动荷载及地震荷载作用下,相邻衬砌环会产生较大振动载荷,振动载荷会导致相邻衬砌环之间出现瞬间拉伸变形;因此相邻的两个衬砌环之间的连接螺栓容易被拉断,同时也会引起混凝土管片的局部破坏。发明人经过研究发现,用于连接相邻的两个衬砌环的连接螺栓断裂的其中一个重要原因是:连接螺栓的允许弹性变形量较小;连接螺栓的允许弹性变形量较小的其中一个重要因素是位于连接法兰两侧的螺帽与螺母之间的距离,连接螺栓的允许弹性变形量的大小与螺帽与螺母之间距离正相关,如果能够增大螺帽与螺母之间的距离,即可增大连接螺栓的允许弹性变形量,从而提高装配式构件纵向连接结构的可靠性。The connection structure between two adjacent lining rings is the weak point of the prefabricated subway station. The common connection structure between two adjacent lining rings includes connecting flanges provided on both sides of the lining ring and threaded through the connection. Connecting bolts in flange. Under the action of surface dynamic load and earthquake load, adjacent lining rings will generate large vibration loads, and the vibration loads will cause instantaneous tensile deformation between adjacent lining rings; therefore, the connecting bolts between two adjacent lining rings It is easy to be pulled off, and it will also cause local damage to the concrete segments. The inventor found through research that one of the important reasons for the fracture of the connecting bolts used to connect two adjacent lining rings is that the allowable elastic deformation of the connecting bolts is small; The factor is the distance between the nuts on both sides of the connecting flange. The allowable elastic deformation of the connecting bolt is positively related to the distance between the nut and the nut. If the distance between the nut and the nut can be increased , which can increase the allowable elastic deformation of the connecting bolt, thereby improving the reliability of the longitudinal connection structure of the assembled components.

发明内容Contents of the invention

本发明所要解决的技术问题是:现有的装配式预制构件的纵向连接结构,用于连接衬砌环的连接螺栓的允许弹性变形量较小,在衬砌环之间产生拉伸形变时连接螺栓因发生塑性变形而断裂的风险较大。The technical problem to be solved by this invention is: in the existing longitudinal connection structure of prefabricated components, the allowable elastic deformation of the connecting bolts used to connect the lining rings is small. When tensile deformation occurs between the lining rings, the connecting bolts are The risk of plastic deformation and fracture is greater.

为了解决上述技术问题,本发明的目的是提供一种装配式预制构件用连接结构,用于连接从前至后依次布置的多个预制构件,所述装配式预制构件用连接结构包括:In order to solve the above technical problems, the object of the present invention is to provide a connection structure for prefabricated components, which is used to connect multiple prefabricated components arranged in sequence from front to back. The connection structure for prefabricated components includes:

连接杆,所述连接杆的前端外侧设有第一挡止件,所述连接杆的后端从前至后依次穿过各所述预制构件并连接有第二挡止件,各所述预制构件夹设在所述第一挡止件与所述第二挡止件之间;Connecting rod, a first stopper is provided on the outside of the front end of the connecting rod, and the rear end of the connecting rod passes through each of the prefabricated components from front to back and is connected to a second stopper. Each of the prefabricated components Sandwiched between the first stopper and the second stopper;

所述连接杆的外侧位于相邻的两个所述预制构件之间的位置处均设有从前至后依次抵接的第一弹性件、第三挡止件和第二弹性件,各所述第一弹性件的前端均与邻近自身前方的所述预制构件的后端抵接,各所述第二弹性件的后端均与邻近自身后端的所述预制构件抵接。The outer side of the connecting rod is located between the two adjacent prefabricated components, and is provided with a first elastic member, a third stopper and a second elastic member that abut in sequence from front to back. The front ends of the first elastic members are in contact with the rear ends of the prefabricated components adjacent to the front thereof, and the rear ends of each of the second elastic members are in contact with the prefabricated components adjacent to the rear ends of the first elastic members.

作为优选方案,所述连接杆包括从前至后依次布置的多个子杆体,前后相邻的两个所述子杆体之间均布置有螺套,前后相邻的两个所述子杆体的其中一个的端部螺接在所述螺套的螺孔的一端,前后相邻的两个所述子杆体的其中另一个的端部螺接在所述螺套的螺孔的另一端。As a preferred solution, the connecting rod includes a plurality of sub-rod bodies arranged in sequence from front to back. Thread sleeves are arranged between the two adjacent front and rear sub-rod bodies. One of the two adjacent front and rear sub-rod bodies The end of the rod is screwed to one end of the screw hole of the screw sleeve, and the end of the other of the two adjacent sub-rod bodies is screwed to the other end of the screw hole of the screw sleeve.

作为优选方案,各所述螺套的螺孔的中部均设有第三弹性件,所述第三弹性件的两端分别与前后相邻的两个所述子杆体的端部抵接。As a preferred solution, a third elastic member is provided in the middle of the screw hole of each thread sleeve, and the two ends of the third elastic member are respectively in contact with the ends of the two adjacent sub-rod bodies.

作为优选方案,各所述螺套的外侧均设有多边形止转结构,各所述第二弹性件中均设有与所述多边形止转结构匹配的第一安装孔,各所述螺套分别设置在与自身相邻的所述第一安装孔中。As a preferred solution, each of the screw sleeves is provided with a polygonal anti-rotation structure on the outside, and each of the second elastic members is provided with a first mounting hole matching the polygonal anti-rotation structure. Each of the screw sleeves is provided with a polygonal anti-rotation structure. It is arranged in the first mounting hole adjacent to itself.

作为优选方案,前后相邻的两个所述预制构件的其中一个的端部设有容纳槽,所述第一弹性件、所述第三挡止件和所述第二弹性件均设置在所述容纳槽中。As a preferred solution, an end of one of the two adjacent prefabricated components is provided with a receiving groove, and the first elastic member, the third stopper and the second elastic member are all provided at the end. in the holding tank.

作为优选方案,所述第一挡止件和所述第二挡止件中的至少一个为螺接在所述连接杆外侧的螺母。As a preferred solution, at least one of the first stopper and the second stopper is a nut screwed to the outside of the connecting rod.

作为优选方案,各所述第三挡止件均为螺接在所述连接杆外侧的螺母。As a preferred solution, each of the third stoppers is a nut screwed to the outside of the connecting rod.

作为优选方案,前后相邻的两个所述预制构件之间均夹设有弹性密封圈。As a preferred solution, an elastic sealing ring is sandwiched between two adjacent prefabricated components.

一种上述的装配式预制构件用连接结构的施工方法,包括以下步骤;An above-mentioned construction method for connecting structures for prefabricated components, including the following steps;

步骤S1、将连接杆的后端穿过第一块预制构件;Step S1: Pass the rear end of the connecting rod through the first prefabricated component;

步骤S2、在所述连接杆的后端安装第一弹性件和第三挡止件,使得所述第三挡止件向前顶压所述第一弹性件,并将所述第三挡止件固定在连接杆上;Step S2: Install the first elastic member and the third stopper at the rear end of the connecting rod, so that the third stopper presses the first elastic member forward and moves the third stopper forward. The parts are fixed on the connecting rod;

步骤S3、在连接杆的后端安装第二弹性件和另一块预制构件;Step S3: Install the second elastic member and another prefabricated component on the rear end of the connecting rod;

步骤S4、重复步骤S2和步骤S3,直至所有预制构件安装完毕;Step S4: Repeat steps S2 and S3 until all prefabricated components are installed;

步骤S5、在连接杆的后端安装第二挡止件。Step S5: Install the second stopper on the rear end of the connecting rod.

作为优选方案,所述步骤S1中,将第一个子杆体的后端穿过第一块预制构件;As a preferred solution, in step S1, pass the rear end of the first sub-rod body through the first prefabricated component;

所述步骤S2包括:The step S2 includes:

步骤S21,将第一弹性件安装在第一个所述子杆体的后端;Step S21, install the first elastic member on the rear end of the first sub-rod body;

步骤S22,将所述第三挡止件螺接在第一个所述子杆体的后端;Step S22, screw the third stopper to the rear end of the first sub-rod body;

步骤S23,在第一个所述子杆体的后端连接螺套和第二弹性件;Step S23, connect the threaded sleeve and the second elastic member at the rear end of the first sub-rod body;

步骤S24,在所述螺套的另一端连接另一子杆体。Step S24: Connect another sub-rod body to the other end of the threaded sleeve.

与现有技术相比,本发明的有益效果在于:Compared with the prior art, the beneficial effects of the present invention are:

本发明的装配式预制构件用连接结构,包括连接杆,连接杆的前端外侧设有第一挡止件,连接杆的后端从前至后依次穿过各预制构件并连接有第二挡止件,各预制构件夹设在第一挡止件与第二挡止件之间;连接杆穿设在各预制构件中,极大地增加了连接杆的长度,连接杆的外侧位于相邻的两个预制构件之间的位置处均设有从前至后依次抵接的第一弹性件、第三挡止件和第二弹性件,各第一弹性件的前端均与邻近自身前方的预制构件的后端抵接,各第二弹性件的后端均与邻近自身后端的预制构件抵接;连接杆受拉发生弹性变形时,各第一弹性件或第二弹性件的压缩使得连接杆伸长时能够相对于各预制构件移动,使得连接杆的弹性变形量能够均摊至整个连接杆的杆长,从而增大了连接杆的允许弹性变形量,降低了预制构件受到拉伸力时发生塑性变形的风险,第一弹性件和第二弹性件的设置不仅能够夹持各预制构件使得各预制构件保持固定,而且能够缓冲各预制构件的振动。The connection structure for assembled prefabricated components of the present invention includes a connecting rod. A first stopper is provided on the outside of the front end of the connecting rod. The rear end of the connecting rod passes through each prefabricated component in sequence from front to back and is connected with a second stopper. , each prefabricated component is sandwiched between the first stopper and the second stopper; the connecting rod is passed through each prefabricated component, greatly increasing the length of the connecting rod, and the outside of the connecting rod is located between the two adjacent The positions between the prefabricated components are provided with first elastic members, third stoppers and second elastic members that contact in sequence from front to back. The front end of each first elastic member is connected to the rear end of the prefabricated component adjacent to the front of itself. end contact, the rear end of each second elastic member is in contact with the prefabricated component adjacent to its own rear end; when the connecting rod is elastically deformed under tension, the compression of each first elastic member or the second elastic member causes the connecting rod to extend It can move relative to each prefabricated component so that the elastic deformation of the connecting rod can be evenly distributed to the entire length of the connecting rod, thereby increasing the allowable elastic deformation of the connecting rod and reducing the risk of plastic deformation when the prefabricated component is subjected to tensile force. Risk, the arrangement of the first elastic member and the second elastic member can not only clamp each prefabricated component so that each prefabricated component remains fixed, but also buffer the vibration of each prefabricated component.

附图说明Description of the drawings

图1为本发明的装配式预制构件用连接结构的结构示意图;Figure 1 is a schematic structural diagram of the connection structure for prefabricated components of the present invention;

图2为图1中C处局部放大图;Figure 2 is a partial enlarged view of C in Figure 1;

图3为第二弹性件的结构示意图;Figure 3 is a schematic structural diagram of the second elastic member;

图中,100、预制构件;101、容纳槽;1、连接杆;11、子杆体;12、螺套;2、第一挡止件;3、第二挡止件;4、第一弹性件;5、第三挡止件;6、第二弹性件;61、第一安装孔;62、第二安装孔;63、第三安装孔;7、第三弹性件;8、弹性密封圈。In the figure, 100. Prefabricated component; 101. Accommodating groove; 1. Connecting rod; 11. Sub-rod body; 12. Screw sleeve; 2. First stopper; 3. Second stopper; 4. First elastic member ; 5. Third stopper; 6. Second elastic member; 61. First mounting hole; 62. Second mounting hole; 63. Third mounting hole; 7. Third elastic member; 8. Elastic sealing ring.

具体实施方式Detailed ways

下面结合附图和实施例,对本发明的具体实施方式作进一步详细描述。以下实施例用于说明本发明,但不用来限制本发明的范围。Specific implementations of the present invention will be described in further detail below with reference to the accompanying drawings and examples. The following examples are used to illustrate the invention but are not intended to limit the scope of the invention.

在本发明的描述中,需要理解的是,术语“上”、“下”、“左”、“右”、“顶”、“底”等指示的方位或位置关系为基于附图所示的方位或位置关系,仅是为了便于描述本发明和简化描述,而不是指示或暗示所指的装置或元件必须具有特定的方位、以特定的方位构造和操作,因此不能理解为对本发明的限制。应当理解的是,本发明中采用术语“第一”、“第二”等来描述各种信息,但这些信息不应限于这些术语,这些术语仅用来将同一类型的信息彼此区分开。例如,在不脱离本发明范围的情况下,“第一”信息也可以被称为“第二”信息,类似的,“第二”信息也可以被称为“第一”信息。In the description of the present invention, it should be understood that the orientation or positional relationship indicated by the terms "upper", "lower", "left", "right", "top", "bottom", etc. are based on those shown in the accompanying drawings. The orientation or positional relationship is only for the convenience of describing the present invention and simplifying the description. It does not indicate or imply that the device or element referred to must have a specific orientation, be constructed and operated in a specific orientation, and therefore cannot be understood as a limitation of the present invention. It should be understood that the terms "first", "second", etc. are used in the present invention to describe various information, but the information should not be limited to these terms, and these terms are only used to distinguish the same type of information from each other. For example, without departing from the scope of the present invention, "first" information may also be called "second" information, and similarly, "second" information may also be called "first" information.

本发明的装配式预制构件用连接结构,用于连接从前至后依次布置的多个预制构件100,如图1、图2、图3所示,本发明装配式预制构件用连接结构包括:The connection structure for prefabricated components of the present invention is used to connect multiple prefabricated components 100 arranged in sequence from front to back, as shown in Figures 1, 2, and 3. The connection structure for prefabricated components of the present invention includes:

连接杆1,连接杆1的前端外侧设有第一挡止件2,连接杆1的后端从前至后依次穿过各预制构件100并连接有第二挡止件3,各预制构件100夹设在第一挡止件2与第二挡止件3之间;The connecting rod 1 has a first stopper 2 on the outside of the front end of the connecting rod 1. The rear end of the connecting rod 1 passes through each prefabricated component 100 from front to back and is connected to a second stopper 3. Each prefabricated component 100 is clamped Located between the first stopper 2 and the second stopper 3;

连接杆1的外侧位于相邻的两个预制构件100之间的位置处均设有从前至后依次抵接的第一弹性件4、第三挡止件5和第二弹性件6,各第一弹性件4的前端均与邻近自身前方的预制构件100的后端抵接,各第二弹性件6的后端均与邻近自身后端的预制构件100抵接。The outer side of the connecting rod 1 is located between the two adjacent prefabricated components 100, and is provided with a first elastic member 4, a third stopper 5 and a second elastic member 6 that abut in sequence from front to back. The front end of each elastic member 4 is in contact with the rear end of the prefabricated component 100 adjacent to its front, and the rear end of each second elastic member 6 is in contact with the prefabricated component 100 adjacent to its rear end.

具体的,连接杆1穿设在各预制构件100中,极大地增加了连接杆1的长度,连接杆1受拉发生弹性变形时,各第一弹性件4或第二弹性件6的压缩使得连接杆1伸长时能够相对于各预制构件100移动,使得连接杆1的弹性变形量能够均摊至整个连接杆1的杆长,从而增大了连接杆1的允许弹性变形量,降低了预制构件100受到拉伸力时发生塑性变形风险,第一弹性件4和第二弹性件6的设置不仅能够夹持各预制构件100使得各预制构件100保持固定,而且能够缓冲各预制构件100的振动,从而各预制构件的抗震能力。Specifically, the connecting rod 1 is inserted into each prefabricated component 100, which greatly increases the length of the connecting rod 1. When the connecting rod 1 is elastically deformed under tension, the compression of each first elastic member 4 or the second elastic member 6 causes When the connecting rod 1 is extended, it can move relative to each prefabricated component 100, so that the elastic deformation of the connecting rod 1 can be evenly distributed to the entire length of the connecting rod 1, thereby increasing the allowable elastic deformation of the connecting rod 1 and reducing the prefabricated There is a risk of plastic deformation when the component 100 is subjected to tensile force. The arrangement of the first elastic member 4 and the second elastic member 6 can not only clamp each prefabricated component 100 so that each prefabricated component 100 remains fixed, but also buffer the vibration of each prefabricated component 100 , thus the seismic resistance of each prefabricated component.

为便于施工,本实施例中,连接杆1包括从前至后依次布置的多个子杆体11,前后相邻的两个子杆体11之间均布置有螺套12,前后相邻的两个子杆体11的其中一个的端部螺接在螺套12的螺孔的一端,前后相邻的两个子杆体11的其中另一个的端部螺接在螺套12的螺孔的另一端。具体的,各子杆体11为端部设有外螺纹的抗拉钢筋。将杆体1设置为分段的结构,在安装各预制构件时能够同步地、灵活地增长杆体1的长度。本发明的其他实施例中,杆体1可以设置为整体式。In order to facilitate construction, in this embodiment, the connecting rod 1 includes a plurality of sub-rod bodies 11 arranged in sequence from front to back. Thread sleeves 12 are arranged between the two adjacent sub-rod bodies 11 at the front and rear. The end of one of them is screwed to one end of the screw hole of the screw sleeve 12 , and the end of the other of the two adjacent sub-rod bodies 11 is screwed to the other end of the screw hole of the screw sleeve 12 . Specifically, each sub-rod body 11 is a tensile steel bar with an external thread at its end. By setting the rod body 1 as a segmented structure, the length of the rod body 1 can be synchronously and flexibly increased when installing each prefabricated component. In other embodiments of the present invention, the rod body 1 may be configured as a whole.

本实施例中,各螺套12的螺孔的中部均设有第三弹性件7,第三弹性件7的两端分别与前后相邻的两个子杆体11的端部抵接。具体的,第三弹性件7可以为橡胶柱或者压缩弹簧,第三弹性件能够向位于螺套12两端的子杆体11施加预压力,避免子杆体11与螺套之间的松动,进一步提高了本实施例的装配式预制构件用连接结构的稳定性。In this embodiment, a third elastic member 7 is provided in the middle of the screw hole of each thread sleeve 12, and the two ends of the third elastic member 7 are respectively in contact with the ends of the two adjacent sub-rod bodies 11 at the front and rear. Specifically, the third elastic member 7 can be a rubber column or a compression spring. The third elastic member can apply pre-pressure to the sub-rod body 11 located at both ends of the threaded sleeve 12 to avoid loosening between the sub-rod body 11 and the threaded sleeve, further improving the The stability of the connection structure used for assembled prefabricated components in this embodiment.

进一步地,各螺套12的外侧均设有多边形止转结构,各第二弹性件6中均设有与多边形止转结构匹配的第一安装孔61,各螺套12分别设置在与自身相邻的第一安装孔61中。具体的,本实施例中,第二弹性件6为橡胶柱,第一安装孔61设置在橡胶柱中;使用时,先将螺套12插入第二弹性件6中,在第一弹性件4和第三挡止件5安装至子杆体11上之后,将第二弹性件6连同螺套12连接在子杆体11的端部,然后将另一个子杆体11连接至螺套12的另一端;第二弹性件6处于受压状态能够阻挡螺套12转动。Furthermore, each threaded sleeve 12 is provided with a polygonal anti-rotation structure on the outside, and each second elastic member 6 is provided with a first mounting hole 61 matching the polygonal anti-rotation structure. Each threaded sleeve 12 is respectively arranged adjacent to itself. in the adjacent first mounting hole 61. Specifically, in this embodiment, the second elastic member 6 is a rubber column, and the first mounting hole 61 is provided in the rubber column; when in use, first insert the screw sleeve 12 into the second elastic member 6, and then insert the screw sleeve 12 into the second elastic member 6. After the third stopper 5 is installed on the sub-rod body 11, connect the second elastic member 6 together with the threaded sleeve 12 to the end of the sub-rod body 11, and then connect the other sub-rod body 11 to the other end of the threaded sleeve 12; The second elastic member 6 can prevent the screw sleeve 12 from rotating when it is in a compressed state.

本实施例中,前后相邻的两个预制构件100的其中一个的端部设有容纳槽101,第一弹性件4、第三挡止件5和第二弹性件6均设置在容纳槽101中。具体的,如图2、图3所示,第二弹性件6中设有阶梯式的第一安装孔61和第二安装孔62,螺套12设置在第一安装孔61中,第三挡止件5设置在第二安装孔62中,螺套12中还设有用于供子杆体11穿过的第三安装孔63。由于第一弹性件4和第二弹性件6均设置在容纳槽101中,本实施例中,第一弹性件3为橡胶垫,在第一弹性件3和第二弹性件6受压时,容纳槽101能够向变形较大的第一弹性件3和第二弹性件6的外侧施加约束,提高了第一弹性件3和第二弹性件6的抗压强度,从而提高了装配式预制构件用连接结构的连接强度。此外,第二弹性件6还能够启动对两个子杆体11之间的连接节点处的防水的功能,避免螺套和子杆体11端部的腐蚀,保证子杆体11之间的连接可靠性。In this embodiment, an end of one of the two adjacent prefabricated components 100 is provided with a receiving groove 101 , and the first elastic member 4 , the third stopper 5 and the second elastic member 6 are all arranged in the receiving groove 101 middle. Specifically, as shown in Figures 2 and 3, the second elastic member 6 is provided with a stepped first mounting hole 61 and a second mounting hole 62, the screw sleeve 12 is provided in the first mounting hole 61, and the third stopper The stopper 5 is disposed in the second mounting hole 62 , and the threaded sleeve 12 is also provided with a third mounting hole 63 for the sub-rod body 11 to pass through. Since the first elastic member 4 and the second elastic member 6 are both arranged in the receiving groove 101, in this embodiment, the first elastic member 3 is a rubber pad. When the first elastic member 3 and the second elastic member 6 are pressed, The accommodating groove 101 can exert constraints on the outer sides of the first elastic member 3 and the second elastic member 6 that have large deformations, thereby improving the compressive strength of the first elastic member 3 and the second elastic member 6, thus improving the quality of the assembled prefabricated components. Use the connection strength of the connecting structure. In addition, the second elastic member 6 can also activate the waterproof function at the connection node between the two sub-rod bodies 11 to avoid corrosion of the screw sleeve and the end of the sub-rod bodies 11 and ensure the reliability of the connection between the sub-rod bodies 11 .

为便于夹紧各预制组件100,本实施例中,第一挡止件2和第二挡止件3中的至少一个为螺接在连接杆1外侧的螺母。In order to facilitate clamping of each prefabricated component 100 , in this embodiment, at least one of the first stopper 2 and the second stopper 3 is a nut screwed to the outside of the connecting rod 1 .

为便于施工,本实施例中,各第三挡止件5均为螺接在连接杆1外侧的螺母。通过转动第三挡止件5即可实现对第一弹性件3的加压,本发明的其他实施例中,第三挡止件5可以为套设在连接杆1外侧的压环,通过加压装置将压环压在第一弹性件3上之后将压环焊接在连接杆1上。To facilitate construction, in this embodiment, each third stopper 5 is a nut screwed to the outside of the connecting rod 1 . The first elastic member 3 can be pressurized by rotating the third stopper 5. In other embodiments of the present invention, the third stopper 5 can be a pressure ring sleeved on the outside of the connecting rod 1. By pressing The pressing device presses the pressing ring on the first elastic member 3 and then welds the pressing ring on the connecting rod 1 .

为提高相邻的两个预制构件100之间的防水性,前后相邻的两个预制构件100之间均夹设有弹性密封圈8。In order to improve the waterproofness between two adjacent prefabricated components 100 , elastic sealing rings 8 are sandwiched between two adjacent prefabricated components 100 .

一种上述的装配式预制构件用连接结构的施工方法,包括以下步骤;An above-mentioned construction method for connecting structures for prefabricated components, including the following steps;

步骤S1、将连接杆1的后端穿过第一块预制构件100;Step S1: Pass the rear end of the connecting rod 1 through the first prefabricated component 100;

步骤S2、在连接杆1的后端安装第一弹性件4和第三挡止件5,使得第三挡止件5向前顶压第一弹性件4,并将第三挡止件5固定在连接杆1上;Step S2: Install the first elastic member 4 and the third stopper 5 at the rear end of the connecting rod 1 so that the third stopper 5 presses the first elastic member 4 forward and fix the third stopper 5 On connecting rod 1;

步骤S3、在连接杆1的后端安装第二弹性件6和另一块预制构件100;Step S3, install the second elastic member 6 and another prefabricated component 100 at the rear end of the connecting rod 1;

步骤S4、重复步骤S2和步骤S3,直至所有预制构件100安装完毕;Step S4: Repeat steps S2 and S3 until all prefabricated components 100 are installed;

步骤S5、在连接杆1的后端安装第二挡止件3。Step S5: Install the second stopper 3 on the rear end of the connecting rod 1.

其中:步骤S1中,将第一个子杆体11的后端穿过第一块预制构件100;Among them: in step S1, pass the rear end of the first sub-rod body 11 through the first prefabricated component 100;

步骤S2包括:Step S2 includes:

步骤S21,将第一弹性件4安装在第一个子杆体11的后端;Step S21, install the first elastic member 4 on the rear end of the first sub-rod body 11;

步骤S22,将第三挡止件5螺接在第一个子杆体11的后端;Step S22, screw the third stopper 5 to the rear end of the first sub-rod body 11;

步骤S23,在第一个子杆体11的后端连接螺套12和第二弹性件6;Step S23, connect the thread sleeve 12 and the second elastic member 6 at the rear end of the first sub-rod body 11;

步骤S24,在螺套12的另一端连接另一子杆体11。Step S24: Connect another sub-rod body 11 to the other end of the threaded sleeve 12.

本实施例中,预制构件11为装配式地铁车站用衬砌环,衬砌环中通过预埋管体的形式制作用于供杆体1穿过的安装孔。In this embodiment, the prefabricated component 11 is a lining ring for a prefabricated subway station, and a mounting hole for the rod body 1 to pass through is made in the lining ring in the form of a pre-embedded pipe body.

综上,本发明的装配式预制构件用连接结构,用于连接从前至后依次布置的多个预制构件100,如图1、图2所示,本发明装配式预制构件用连接结构包括连接杆1,连接杆1的前端外侧设有第一挡止件2,连接杆1的后端从前至后依次穿过各预制构件100并连接有第二挡止件3,各预制构件100夹设在第一挡止件2与第二挡止件3之间;连接杆1的外侧位于相邻的两个预制构件100之间的位置处均设有从前至后依次抵接的第一弹性件4、第三挡止件5和第二弹性件6,各第一弹性件4的前端均与邻近自身前方的预制构件100的后端抵接,各第二弹性件6的后端均与邻近自身后端的预制构件100抵接。连接杆1穿设在各预制构件100中,极大地增加了连接杆1的长度,连接杆1受拉发生弹性变形时,各第一弹性件4或第二弹性件6的压缩使得连接杆1伸长时能够相对于各预制构件100移动,使得连接杆1的弹性变形量能够均摊至整个连接杆1的杆长,从而增大了连接杆1的允许弹性变形量,降低了预制构件100受到拉伸力时发生塑性变形风险,第一弹性件4和第二弹性件6的设置不仅能够夹持各预制构件100使得各预制构件100保持固定,而且能够缓冲各预制构件100的振动,从而各预制构件的抗震能力。In summary, the connection structure for prefabricated components of the present invention is used to connect multiple prefabricated components 100 arranged in sequence from front to back. As shown in Figures 1 and 2, the connection structure for prefabricated components of the present invention includes connecting rods. 1. A first stopper 2 is provided on the outside of the front end of the connecting rod 1. The rear end of the connecting rod 1 passes through each prefabricated component 100 from front to back and is connected to a second stopper 3. Each prefabricated component 100 is sandwiched between Between the first stopper 2 and the second stopper 3; on the outer side of the connecting rod 1 between the two adjacent prefabricated components 100, there are first elastic members 4 that contact in sequence from front to back. , the third stopper 5 and the second elastic member 6, the front end of each first elastic member 4 is in contact with the rear end of the prefabricated component 100 adjacent to itself, and the rear end of each second elastic member 6 is in contact with the adjacent prefabricated component 100 in front of itself. The prefabricated components 100 at the rear end are in contact. The connecting rod 1 is inserted into each prefabricated component 100, which greatly increases the length of the connecting rod 1. When the connecting rod 1 is elastically deformed under tension, the compression of each first elastic member 4 or the second elastic member 6 makes the connecting rod 1 When extended, it can move relative to each prefabricated component 100, so that the elastic deformation of the connecting rod 1 can be evenly distributed to the entire length of the connecting rod 1, thereby increasing the allowable elastic deformation of the connecting rod 1 and reducing the stress on the prefabricated component 100. There is a risk of plastic deformation when tensile force is applied. The arrangement of the first elastic member 4 and the second elastic member 6 can not only clamp each prefabricated component 100 so that each prefabricated component 100 remains fixed, but also buffer the vibration of each prefabricated component 100, so that each prefabricated component 100 can be Seismic resistance of prefabricated elements.

以上所述仅是本发明的优选实施方式,应当指出,对于本技术领域的普通技术人员来说,在不脱离本发明技术原理的前提下,还可以做出若干改进和替换,这些改进和替换也应视为本发明的保护范围。The above are only preferred embodiments of the present invention. It should be noted that those of ordinary skill in the art can also make several improvements and substitutions without departing from the technical principles of the present invention. These improvements and substitutions It should also be regarded as the protection scope of the present invention.

Claims (10)

1.一种装配式预制构件用连接结构,用于连接从前至后依次布置的多个预制构件(100),其特征在于,所述装配式预制构件用连接结构包括:1. A connection structure for prefabricated components, used to connect multiple prefabricated components (100) arranged sequentially from front to back, characterized in that the connection structure for prefabricated components includes: 连接杆(1),所述连接杆(1)的前端外侧设有第一挡止件(2),所述连接杆(1)的后端从前至后依次穿过各所述预制构件(100)并连接有第二挡止件(3),各所述预制构件(100)夹设在所述第一挡止件(2)与所述第二挡止件(3)之间;Connecting rod (1), a first stopper (2) is provided outside the front end of the connecting rod (1), and the rear end of the connecting rod (1) passes through each of the prefabricated components (100) from front to back. ) and is connected to a second stopper (3), and each of the prefabricated components (100) is sandwiched between the first stopper (2) and the second stopper (3); 所述连接杆(1)的外侧位于相邻的两个所述预制构件(100)之间的位置处均设有从前至后依次抵接的第一弹性件(4)、第三挡止件(5)和第二弹性件(6),各所述第一弹性件(4)的前端均与邻近自身前方的所述预制构件(100)的后端抵接,各所述第二弹性件(6)的后端均与邻近自身后端的所述预制构件(100)抵接。The outer side of the connecting rod (1) is located between the two adjacent prefabricated components (100), and is provided with a first elastic member (4) and a third stopper that contact in sequence from front to back. (5) and the second elastic member (6), the front end of each first elastic member (4) is in contact with the rear end of the prefabricated component (100) adjacent to its front, and each second elastic member The rear ends of (6) are all in contact with the prefabricated components (100) adjacent to their rear ends. 2.根据权利要求1所述的装配式预制构件用连接结构,其特征在于,所述连接杆(1)包括从前至后依次布置的多个子杆体(11),前后相邻的两个所述子杆体(11)之间均布置有螺套(12),前后相邻的两个所述子杆体(11)的其中一个的端部螺接在所述螺套(12)的螺孔的一端,前后相邻的两个所述子杆体(11)的其中另一个的端部螺接在所述螺套(12)的螺孔的另一端。2. The connection structure for assembled prefabricated components according to claim 1, characterized in that the connecting rod (1) includes a plurality of sub-rod bodies (11) arranged sequentially from front to back, and two adjacent said connecting rods (11) are arranged in sequence from front to back. Thread sleeves (12) are arranged between the sub-rod bodies (11), and the end of one of the two adjacent sub-rod bodies (11) is screwed to one end of the screw hole of the screw sleeve (12). , the end of the other of the two adjacent sub-rod bodies (11) is screwed to the other end of the screw hole of the thread sleeve (12). 3.根据权利要求2所述的装配式预制构件用连接结构,其特征在于,各所述螺套(12)的螺孔的中部均设有第三弹性件(7),所述第三弹性件(7)的两端分别与前后相邻的两个所述子杆体(11)的端部抵接。3. The connection structure for assembled prefabricated components according to claim 2, characterized in that a third elastic member (7) is provided in the middle of the screw hole of each screw sleeve (12), and the third elastic member The two ends of the member (7) are respectively in contact with the ends of the two adjacent sub-rod bodies (11) front and rear. 4.根据权利要求2所述的装配式预制构件用连接结构,其特征在于,各所述螺套(12)的外侧均设有多边形止转结构,各所述第二弹性件(6)中均设有与所述多边形止转结构匹配的第一安装孔(61),各所述螺套(12)分别设置在与自身相邻的所述第一安装孔(61)中。4. The connection structure for assembled prefabricated components according to claim 2, characterized in that a polygonal anti-rotation structure is provided on the outside of each screw sleeve (12), and a polygonal anti-rotation structure is provided in each second elastic member (6). Each screw sleeve (12) is provided with a first mounting hole (61) matching the polygonal anti-rotation structure, and each screw sleeve (12) is respectively arranged in the first mounting hole (61) adjacent to itself. 5.根据权利要求1所述的装配式预制构件用连接结构,其特征在于,前后相邻的两个所述预制构件(100)的其中一个的端部设有容纳槽(101),所述第一弹性件(4)、所述第三挡止件(5)和所述第二弹性件(6)均设置在所述容纳槽(101)中。5. The connection structure for assembled prefabricated components according to claim 1, characterized in that an end of one of the two adjacent prefabricated components (100) is provided with a receiving groove (101), and the The first elastic member (4), the third stopper (5) and the second elastic member (6) are all arranged in the receiving groove (101). 6.根据权利要求1所述的装配式预制构件用连接结构,其特征在于,所述第一挡止件(2)和所述第二挡止件(3)中的至少一个为螺接在所述连接杆(1)外侧的螺母。6. The connection structure for assembled prefabricated components according to claim 1, characterized in that at least one of the first stopper (2) and the second stopper (3) is screwed on Nut on the outside of the connecting rod (1). 7.根据权利要求1所述的装配式预制构件用连接结构,其特征在于,各所述第三挡止件(5)均为螺接在所述连接杆(1)外侧的螺母。7. The connection structure for assembled prefabricated components according to claim 1, characterized in that each of the third stoppers (5) is a nut screwed to the outside of the connecting rod (1). 8.根据权利要求1所述的装配式预制构件用连接结构,其特征在于,前后相邻的两个所述预制构件(100)之间均夹设有弹性密封圈(8)。8. The connection structure for assembled prefabricated components according to claim 1, characterized in that elastic sealing rings (8) are sandwiched between two adjacent prefabricated components (100). 9.一种权利要求1至8任一项所述的装配式预制构件用连接结构的施工方法,其特征在于,包括以下步骤;9. A construction method for a connection structure for prefabricated components according to any one of claims 1 to 8, characterized in that it includes the following steps; 步骤S1、将连接杆(1)的后端穿过第一块预制构件(100);Step S1: Pass the rear end of the connecting rod (1) through the first prefabricated component (100); 步骤S2、在所述连接杆(1)的后端安装第一弹性件(4)和第三挡止件(5),使得所述第三挡止件(5)向前顶压所述第一弹性件(4),并将所述第三挡止件(5)固定在连接杆(1)上;Step S2: Install the first elastic member (4) and the third stopper (5) at the rear end of the connecting rod (1), so that the third stopper (5) presses the third stopper forward. An elastic member (4), and fixes the third stopper (5) on the connecting rod (1); 步骤S3、在连接杆(1)的后端安装第二弹性件(6)和另一块预制构件(100);Step S3: Install the second elastic member (6) and another prefabricated component (100) at the rear end of the connecting rod (1); 步骤S4、重复步骤S2和步骤S3,直至所有预制构件(100)安装完毕;Step S4: Repeat steps S2 and S3 until all prefabricated components (100) are installed; 步骤S5、在连接杆(1)的后端安装第二挡止件(3)。Step S5: Install the second stopper (3) on the rear end of the connecting rod (1). 10.根据权利要求9所述的装配式预制构件用连接结构的施工方法,其特征在于:10. The construction method of connecting structures for prefabricated components according to claim 9, characterized in that: 所述步骤S1中,将第一个子杆体(11)的后端穿过第一块预制构件(100);In the step S1, pass the rear end of the first sub-rod body (11) through the first prefabricated component (100); 所述步骤S2包括:The step S2 includes: 步骤S21,将第一弹性件(4)安装在第一个所述子杆体(11)的后端;Step S21, install the first elastic member (4) on the rear end of the first sub-rod body (11); 步骤S22,将所述第三挡止件(5)螺接在第一个所述子杆体(11)的后端;Step S22, screw the third stopper (5) to the rear end of the first sub-rod body (11); 步骤S23,在第一个所述子杆体(11)的后端连接螺套(12)和第二弹性件(6);Step S23, connect the thread sleeve (12) and the second elastic member (6) at the rear end of the first sub-rod body (11); 步骤S24,在所述螺套(12)的另一端连接另一子杆体(11)。Step S24: Connect another sub-rod body (11) to the other end of the threaded sleeve (12).
CN202311365507.2A 2023-10-19 2023-10-19 Connection structure for assembled prefabricated part and construction method thereof Pending CN117403700A (en)

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