CN216405132U - Temporary prestress structure for prefabricated section assembled bridge - Google Patents

Temporary prestress structure for prefabricated section assembled bridge Download PDF

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Publication number
CN216405132U
CN216405132U CN202122892136.6U CN202122892136U CN216405132U CN 216405132 U CN216405132 U CN 216405132U CN 202122892136 U CN202122892136 U CN 202122892136U CN 216405132 U CN216405132 U CN 216405132U
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tension
screw
tension screw
connecting plate
diameter
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龙果
王平
周波
张光辉
王辉
张久明
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China Construction Civil Engineering Co Ltd
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China Construction Civil Engineering Co Ltd
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Abstract

The utility model discloses a temporary prestressed structure for a prefabricated section assembled bridge, which comprises: the tension device comprises a first tension screw and a second tension screw, wherein the first tension screw and the second tension screw are respectively in threaded connection through a screw connector, a connecting disc is arranged on the outer surface of the first tension screw, the connecting disc is in threaded connection with the first tension screw, two tension rods are fixedly connected to one side of the connecting disc, a limiting piece is fixedly connected to the top end of each tension rod, two clamping blocks are arranged on the outer surface of the second tension screw, and the two clamping blocks are symmetrically welded to the two sides of the second tension screw. According to the utility model, through the matching between the tension rod and the clamping block, when the first tension screw and the second tension screw are under tension, the tension rod can be under certain tension, so that the influence of larger tension on the threads arranged on the first tension screw, the screw connector and the second tension screw is reduced, the service life of the device is greatly prolonged, and the device is convenient to reuse.

Description

一种用于预制节段拼装式桥梁的临时预应力结构A temporary prestressed structure for prefabricated segmented bridges

技术领域technical field

本实用新型属于桥梁预应力结构技术领域,特别涉及一种用于预制节段拼装式桥梁的临时预应力结构。The utility model belongs to the technical field of bridge prestressed structures, in particular to a temporary prestressed structure used for prefabricated segment-assembled bridges.

背景技术Background technique

节段预制拼装施工工法,其原理就是将桥梁上部结构划分为若干标准节段梁,在预制场地匹配预制完成后,在现场用架桥机等专用拼装设备在桥梁下部结构之上,按次序逐块组拼,同时施加预应力,使之成为整体结构,并沿预定的安装方向进行逐跨推进、逐跨拼装。预应力是为了改善结构服役表现,在施工期间给结构预先施加的压应力,结构服役期间预加压应力可全部或部分抵消荷载导致的拉应力,避免结构破坏。现有的预应力结构中,螺杆连接器与张拉螺杆通过螺纹连接,在进行使用的时候,螺纹将受到较大的拉力容易损坏,使用寿命较短,影响使用。The construction method of segmental prefabrication and assembly is to divide the upper structure of the bridge into several standard segment beams. After the prefabrication site is matched and prefabricated, special assembly equipment such as a bridge erecting machine is used on the bridge lower structure in order. The blocks are assembled and pre-stressed at the same time to make it an integral structure, and are advanced and assembled span by span along the predetermined installation direction. Prestressing is the compressive stress pre-applied to the structure during construction in order to improve the service performance of the structure. During the service of the structure, the precompressive stress can fully or partially offset the tensile stress caused by the load and avoid structural damage. In the existing prestressed structure, the screw connector and the tensioning screw are connected by threads. When in use, the threads will be easily damaged by a large tensile force, and the service life is short, which affects the use.

实用新型内容Utility model content

为了解决上述问题,本实用新型提供一种用于预制节段拼装式桥梁的临时预应力结构,以解决现有的螺杆连接器与张拉螺杆连接的螺纹在使用时受较大的拉力容易损坏的问题。In order to solve the above problems, the present invention provides a temporary prestressed structure for prefabricated segmented bridges, so as to solve the problem that the thread connecting the existing screw connector and the tension screw is easily damaged by a large tensile force during use. The problem.

为实现上述目的,本实用新型提供了一种用于预制节段拼装式桥梁的临时预应力结构,包括:In order to achieve the above purpose, the present utility model provides a temporary prestressed structure for prefabricated segment-assembled bridges, including:

第一拉力螺杆和第二拉力螺杆,第一拉力螺杆和第二拉力螺杆之间设置有螺杆连接器,第一拉力螺杆与第二拉力螺杆分别与螺杆连接器螺纹连接,第一拉力螺杆的外表面设置有连接盘,连接盘与第一拉力螺杆螺纹连接,且连接盘远离螺杆连接器,连接盘的一侧固定连接有两个拉力杆,两个拉力杆沿第一拉力螺杆的延伸方向对称设置,拉力杆的顶端固定连接有限位片,第二拉力螺杆的外表面设置有两个卡块,两个卡块对称焊接在第二拉力螺杆的两侧。The first tension screw and the second tension screw, a screw connector is arranged between the first tension screw and the second tension screw, the first tension screw and the second tension screw are respectively connected with the screw connector, and the outer part of the first tension screw The surface is provided with a connecting plate, the connecting plate is threadedly connected with the first tension screw, and the connecting plate is far from the screw connector, one side of the connecting plate is fixedly connected with two tension rods, and the two tension rods are symmetrical along the extension direction of the first tension screw The top end of the tension rod is fixedly connected with the limiting piece, and the outer surface of the second tension screw is provided with two clamping blocks, and the two clamping blocks are symmetrically welded on both sides of the second tension rod.

根据本实用新型的一个具体实施例,卡块的内部开设有卡槽,卡槽的宽度与拉力杆的直径相适配。According to a specific embodiment of the present invention, a clamping slot is opened inside the clamping block, and the width of the clamping slot is adapted to the diameter of the tension rod.

根据本实用新型的一个具体实施例,第二拉力螺杆的两侧分别设置有连接板,连接板与第二拉力螺杆固定连接。According to a specific embodiment of the present invention, connecting plates are respectively provided on both sides of the second tension screw, and the connection plates are fixedly connected with the second tension screw.

根据本实用新型的一个具体实施例,连接板为L型结构钢板,连接板的L型结构长边与第二拉力螺杆固定连接,连接板的L型结构短边位于卡块的顶部并远离卡块。According to a specific embodiment of the present invention, the connecting plate is an L-shaped structural steel plate, the long side of the L-shaped structure of the connecting plate is fixedly connected with the second tension screw, and the short side of the L-shaped structure of the connecting plate is located on the top of the clamping block and away from the clamping piece.

根据本实用新型的一个具体实施例,连接板的L型结构短边上开设有螺纹孔,螺纹孔内部设置有丝杠,丝杠与连接板的L型结构短边螺纹连接。According to a specific embodiment of the present invention, the short side of the L-shaped structure of the connecting plate is provided with a threaded hole, and the screw hole is provided with a lead screw, and the lead screw is threadedly connected to the short side of the L-shaped structure of the connecting plate.

根据本实用新型的一个具体实施例,丝杠的第一端设置有固定柱,固定柱与丝杠固定连接,丝杠的第二端设置有旋钮,旋钮与丝杠固定连接。According to a specific embodiment of the present invention, the first end of the lead screw is provided with a fixing column, which is fixedly connected with the lead screw, and the second end of the lead screw is provided with a knob, and the knob is fixedly connected with the lead screw.

根据本实用新型的一个具体实施例,固定柱的直径大于丝杠的直径。According to a specific embodiment of the present invention, the diameter of the fixing column is larger than the diameter of the lead screw.

根据本实用新型的一个具体实施例,连接盘的直径大于第一拉力螺杆的直径。According to a specific embodiment of the present invention, the diameter of the connecting plate is larger than the diameter of the first tension screw.

根据本实用新型的一个具体实施例,限位片的直径大于拉力杆的直径。According to a specific embodiment of the present invention, the diameter of the limiting piece is larger than the diameter of the tension rod.

与现有技术相比,本实用新型提供的一种用于预制节段拼装式桥梁的临时预应力结构,通过在第一拉力螺杆设置的连接盘,固定在连接盘上的拉力杆以及在第二拉力螺杆上设置的卡块之间的配合,当第一拉力螺杆与第二拉力螺杆受到拉力时,拉力杆会受到一定的拉力,减少较大的拉力对第一拉力螺杆、螺杆连接器和第二拉力螺杆上开设的螺纹造成影响,大大提高了装置的使用寿命,便于重复使用。Compared with the prior art, the present utility model provides a temporary prestressed structure for a prefabricated segment-assembled bridge, through the connecting plate arranged on the first tension screw, the tension rod fixed on the connecting plate, and the second tension rod. The cooperation between the blocks set on the two tension screws, when the first tension screw and the second tension screw are under tension, the tension rod will be subject to a certain tension, reducing the larger tension to the first tension screw, screw connector and The threads set on the second tension screw have an influence, which greatly improves the service life of the device and facilitates repeated use.

附图说明Description of drawings

图1是根据本实用新型一实施例提供的临时预应力结构正视图。FIG. 1 is a front view of a temporary prestressed structure provided according to an embodiment of the present invention.

图2是根据本实用新型一实施例提供的临时预应力结构立体结构示意图。2 is a schematic three-dimensional structural diagram of a temporary prestressed structure provided according to an embodiment of the present invention.

图3是根据本实用新型一实施例提供的临时预应力结构A处局部放大示意图。FIG. 3 is a partial enlarged schematic diagram of a temporary prestressed structure A provided according to an embodiment of the present invention.

附图标记:Reference number:

1-第一拉力螺杆;2-螺杆连接器;3-第二拉力螺杆;4-连接盘;5-拉力杆;6-限位片;7-卡块;8-卡槽;9-连接板;10-丝杠;11-固定柱;12-旋钮。1-first tension screw; 2-screw connector; 3-second tension screw; 4-connection plate; 5-tension rod; 6-limiting piece; 7-block; ; 10-screw; 11-fixed column; 12-knob.

具体实施方式Detailed ways

为了使本领域技术人员更加清楚地理解本实用新型的概念和思想,以下结合具体实施例详细描述本实用新型。应理解,本文给出的实施例都只是本实用新型可能具有的所有实施例的一部分。本领域技术人员在阅读本申请的说明书以后,有能力对下述实施例的部分或整体作出改进、改造、或替换,这些改进、改造、或替换也都包含在本实用新型要求保护的范围内。In order to make the concept and idea of the present invention more clearly understood by those skilled in the art, the present invention is described in detail below with reference to specific embodiments. It should be understood that the embodiments presented herein are only a part of all possible embodiments of the present invention. After reading the description of the present application, those skilled in the art have the ability to improve, transform, or replace part or the whole of the following embodiments, and these improvements, transformations, or replacements are also included in the scope of protection of the present invention. .

在本文中,术语“第一”、“第二”和其它类似词语并不意在暗示任何顺序、数量和重要性,而是仅仅用于对不同的元件进行区分。在本文中,术语“一”、“一个”和其它类似词语并不意在表示只存在一个事物,而是表示有关描述仅仅针对事物中的一个,事物可能具有一个或多个。在本文中,术语“包含”、“包括”和其它类似词语意在表示逻辑上的相互关系,而不能视作表示空间结构上的关系。例如,“A包括B”意在表示在逻辑上B属于A,而不表示在空间上B位于A的内部。另外,术语“包含”、“包括”和其它类似词语的含义应视为开放性的,而非封闭性的。例如,“A包括B”意在表示B属于A,但是B不一定构成A的全部,A还可能包括C、D、E等其它元素。As used herein, the terms "first," "second," and other similar words are not intended to imply any order, quantity, or importance, but are merely used to distinguish between different elements. As used herein, the terms "a", "an" and other similar words are not intended to mean that there is only one thing, but rather that the description is for only one of the things, which may have one or more. As used herein, the terms "comprises," "includes," and other similar words are intended to denote logical interrelationships and should not be construed to denote spatial structural relationships. For example, "A includes B" is intended to mean that logically B belongs to A, not that B is spatially internal to A. Additionally, the terms "comprising," "including," and other similar words are to be taken as open-ended rather than closed-ended. For example, "A includes B" means that B belongs to A, but B does not necessarily constitute the whole of A, and A may also include other elements such as C, D, and E.

在本文中,术语“实施例”、“本实施例”、“一实施例”、“一个实施例”并不表示有关描述仅仅适用于一个特定的实施例,而是表示这些描述还可能适用于另外一个或多个实施例中。本领域技术人员应理解,在本文中,任何针对某一个实施例所做的描述都可以与另外一个或多个实施例中的有关描述进行替代、组合、或者以其它方式结合,替代、组合、或者以其它方式结合所产生的新实施例是本领域技术人员能够容易想到的,属于本实用新型的保护范围。In this document, the terms "embodiment", "this embodiment", "an embodiment", "one embodiment" do not mean that the description applies to only one particular embodiment, but rather that the description may also apply to in one or more other embodiments. It should be understood by those skilled in the art that, in this document, any description made with respect to a certain embodiment may be substituted, combined, or combined in other ways with the relevant descriptions in another embodiment or embodiments. The new embodiments generated by combining in other ways can be easily conceived by those skilled in the art, and belong to the protection scope of the present invention.

实施例1Example 1

本实用新型的实施方式的附加方面和优点将在下面的描述中部分给出,部分将从下面的描述中变得明显,或通过本实用新型的实施方式的实践了解到。结合图1-图3,本实用新型实施例提供了一种用于预制节段拼装式桥梁的临时预应力结构,包括:Additional aspects and advantages of embodiments of the present invention will be set forth, in part, in the following description, and in part will be apparent from the following description, or learned by practice of embodiments of the present invention. 1 to 3, an embodiment of the present utility model provides a temporary prestressed structure for a prefabricated segment-assembled bridge, including:

第一拉力螺杆1和第二拉力螺杆3,第一拉力螺杆1和第二拉力螺杆3之间设置有螺杆连接器2,第一拉力螺杆1与第二拉力螺杆3分别与螺杆连接器2螺纹连接,第一拉力螺杆1的外表面设置有连接盘4,连接盘4与第一拉力螺杆1螺纹连接,且连接盘4远离螺杆连接器2,连接盘4的直径大于第一拉力螺杆1的直径。连接盘4的一侧固定连接有两个拉力杆5,两个拉力杆5沿第一拉力螺杆1的延伸方向对称设置,拉力杆5的顶端固定连接有限位片6,第二拉力螺杆3的外表面设置有两个卡块7,两个卡块7对称焊接在第二拉力螺杆3的两侧。卡块7的内部开设有卡槽8,卡槽8的宽度与拉力杆5的直径相适配。第一拉力螺杆1通过螺杆连接器2与第二拉力螺杆3连接在一起后,通过转动连接盘4,连接盘4带动拉力杆5转动,拉力杆5转动到卡槽8的内部,限位片6挡在卡块7的一侧,当第一拉力螺杆1与第二拉力螺杆3受到拉力时,拉力杆5受到一定的拉力,减少较大的拉力对第一拉力螺杆1、螺杆连接器2和第二拉力螺杆3上开设的螺纹造成影响,大大提高了该装置的使用寿命,便于重复使用。The first tension screw 1 and the second tension screw 3, the screw connector 2 is arranged between the first tension screw 1 and the second tension screw 3, and the first tension screw 1 and the second tension screw 3 are respectively threaded with the screw connector 2 Connection, the outer surface of the first tension screw 1 is provided with a connection plate 4, the connection plate 4 is threadedly connected with the first tension screw 1, and the connection plate 4 is far away from the screw connector 2, and the diameter of the connection plate 4 is larger than that of the first tension screw 1. diameter. One side of the connecting plate 4 is fixedly connected with two tension rods 5. The two tension rods 5 are symmetrically arranged along the extending direction of the first tension screw 1. Two clamping blocks 7 are arranged on the outer surface, and the two clamping blocks 7 are symmetrically welded on both sides of the second tension screw 3 . The interior of the clamping block 7 is provided with a clamping slot 8 , and the width of the clamping slot 8 is adapted to the diameter of the tension rod 5 . After the first tension screw 1 is connected with the second tension screw 3 through the screw connector 2, by rotating the connecting plate 4, the connecting plate 4 drives the tension rod 5 to rotate, and the tension rod 5 rotates to the inside of the slot 8, and the limit piece 6 is blocked on one side of the block 7. When the first tension screw 1 and the second tension screw 3 are under tension, the tension rod 5 is under a certain tension, reducing the larger tension to the first tension screw 1 and the screw connector 2. It has an influence on the thread opened on the second tension screw 3, which greatly improves the service life of the device and is convenient for repeated use.

作为本实用新型的一种可选技术方案:第二拉力螺杆3的两侧分别设置有连接板9,连接板9与第二拉力螺杆3固定连接。连接板9为L型结构钢板,连接板9的L型结构长边与第二拉力螺杆3固定连接,连接板9的L型结构短边位于卡块7的顶部并远离卡块7。连接板9的L型结构短边上开设有螺纹孔,螺纹孔内部设置有丝杠10,丝杠10与连接板9的L型结构短边螺纹连接。丝杠10的第一端设置有固定柱11,固定柱11与丝杠10固定连接,丝杠10的第二端设置有旋钮12,旋钮12与丝杠10固定连接。转动旋钮12带动丝杠10转动,丝杠10在连接板9的内部转动,在螺纹的作用下,丝杠10带动固定柱11移动,固定柱11挡住拉力杆5,避免拉力杆5脱离卡槽8。As an optional technical solution of the present invention, connecting plates 9 are respectively provided on both sides of the second tensioning screw 3 , and the connecting plates 9 are fixedly connected with the second tensioning screw 3 . The connecting plate 9 is an L-shaped structural steel plate. The long side of the L-shaped structure of the connecting plate 9 is fixedly connected with the second tension screw 3 , and the short side of the L-shaped structure of the connecting plate 9 is located on the top of the block 7 and away from the block 7 . The short side of the L-shaped structure of the connecting plate 9 is provided with a threaded hole, and a screw 10 is arranged inside the screw hole, and the screw 10 is threadedly connected with the short side of the L-shaped structure of the connecting plate 9 . The first end of the lead screw 10 is provided with a fixing column 11 , which is fixedly connected with the lead screw 10 , and the second end of the lead screw 10 is provided with a knob 12 , and the knob 12 is fixedly connected with the lead screw 10 . Rotating the knob 12 drives the lead screw 10 to rotate, and the lead screw 10 rotates inside the connecting plate 9. Under the action of the thread, the lead screw 10 drives the fixed column 11 to move, and the fixed column 11 blocks the tension rod 5 to prevent the tension rod 5 from leaving the slot. 8.

具体的,固定柱11的直径大于丝杠10的直径。如此当丝杠10带动固定柱11移动时,固定柱11能够挡住拉力杆5。Specifically, the diameter of the fixing column 11 is larger than the diameter of the lead screw 10 . In this way, when the lead screw 10 drives the fixed column 11 to move, the fixed column 11 can block the tension rod 5 .

具体的,限位片6的直径大于拉力杆5的直径。如此当连接盘4带动拉力杆5转动时,限位片6挡在卡块7的一侧,避免拉力杆5受拉力影响脱离卡块。具体的,卡槽8的位置与拉力杆5的位置相适配,当转动连接盘4,连接盘4带动拉力杆5转动,使得拉力杆5转动到卡槽8的内部。Specifically, the diameter of the limiting piece 6 is larger than the diameter of the tension rod 5 . In this way, when the connecting plate 4 drives the tension rod 5 to rotate, the limiting piece 6 is blocked on one side of the clamping block 7 to prevent the tension rod 5 from being separated from the clamping block by the pulling force. Specifically, the position of the clamping slot 8 is adapted to the position of the tension rod 5 . When the connecting plate 4 is rotated, the connecting plate 4 drives the tension rod 5 to rotate, so that the tension rod 5 rotates into the interior of the clamping slot 8 .

实施例2Example 2

本实用新型实施例提供一种用于预制节段拼装式桥梁的临时预应力结构的工作方法,具体包括:The embodiment of the present utility model provides a working method for a temporary prestressed structure of a prefabricated segment-assembled bridge, which specifically includes:

当第一拉力螺杆1通过螺杆连接器2与第二拉力螺杆3连接在一起后,转动连接盘4,连接盘4带动拉力杆5转动,拉力杆5转动到卡槽8的内部,限位片6挡在卡块7的一侧,当第一拉力螺杆1与第二拉力螺杆3受到拉力时,拉力杆5受到一定的拉力,减少较大的拉力对第一拉力螺杆1、螺杆连接器2和第二拉力螺杆3上开设的螺纹造成影响,通过转动旋钮12带动丝杠10转动,丝杠10在连接板9的内部转动,在螺纹的作用下,丝杠10带动固定柱11移动,固定柱11挡住拉力杆5,避免拉力杆5脱离卡槽8。When the first tension screw 1 is connected with the second tension screw 3 through the screw connector 2, the connecting plate 4 is rotated, and the connecting plate 4 drives the tension rod 5 to rotate, and the tension rod 5 rotates into the interior of the slot 8, and the limit piece 6 is blocked on one side of the block 7. When the first tension screw 1 and the second tension screw 3 are under tension, the tension rod 5 is under a certain tension, reducing the larger tension to the first tension screw 1 and the screw connector 2. and the thread opened on the second tension screw 3, the screw 10 is driven to rotate by rotating the knob 12, and the screw 10 rotates inside the connecting plate 9. The column 11 blocks the tension rod 5 to prevent the tension rod 5 from being separated from the slot 8 .

综上所述,本实用新型提供的一种用于预制节段拼装式桥梁的临时预应力结构,通过在第一拉力螺杆设置的连接盘,固定在连接盘上的拉力杆以及在第二拉力螺杆上设置的卡块之间的配合,当第一拉力螺杆与第二拉力螺杆受到拉力时,拉力杆会受到一定的拉力,减少较大的拉力对第一拉力螺杆、螺杆连接器和第二拉力螺杆上开设的螺纹造成影响,大大提高了装置的使用寿命,便于重复使用。To sum up, the present utility model provides a temporary prestressed structure for prefabricated segmented bridges, through the connecting plate set on the first tension screw, the tension rod fixed on the connecting plate, and the second tension rod. The cooperation between the blocks set on the screw, when the first tension screw and the second tension screw are under tension, the tension rod will be subject to a certain tension, reducing the larger tension to the first tension screw, the screw connector and the second tension screw The thread on the tension screw has an influence, which greatly improves the service life of the device and facilitates repeated use.

以上结合具体实施方式(包括实施例和实例)详细描述了本实用新型的概念、原理和思想。本领域技术人员应理解,本实用新型的实施方式不止上文给出的这几种形式,本领域技术人员在阅读本申请文件以后,可以对上述实施方式中的步骤、方法、系统、部件做出任何可能的改进、替换和等同形式,这些改进、替换和等同形式应视为落入在本实用新型的范围内,本实用新型的保护范围仅以权利要求书为准。The concepts, principles and ideas of the present invention have been described in detail above in conjunction with specific implementations (including embodiments and examples). Those skilled in the art should understand that the embodiments of the present invention are not limited to the above-mentioned forms. After reading the application documents, those skilled in the art can perform steps, methods, systems and components in the above-mentioned embodiments. Any possible improvements, replacements and equivalent forms should be considered, and these improvements, replacements and equivalent forms should be regarded as falling within the scope of the present utility model, and the protection scope of the present utility model is only subject to the claims.

Claims (9)

1.一种用于预制节段拼装式桥梁的临时预应力结构,其特征在于,包括:第一拉力螺杆和第二拉力螺杆,所述第一拉力螺杆和所述第二拉力螺杆之间设置有螺杆连接器,所述第一拉力螺杆与所述第二拉力螺杆分别与所述螺杆连接器螺纹连接,所述第一拉力螺杆的外表面设置有连接盘,所述连接盘与所述第一拉力螺杆螺纹连接,且所述连接盘远离所述螺杆连接器,所述连接盘的一侧固定连接有两个拉力杆,两个所述拉力杆沿所述第一拉力螺杆的延伸方向对称设置,所述拉力杆的顶端固定连接有限位片,所述第二拉力螺杆的外表面设置有两个卡块,两个所述卡块对称焊接在所述第二拉力螺杆的两侧。1. A temporary prestressed structure for a prefabricated segment-assembled bridge, characterized in that it comprises: a first tension screw and a second tension screw, the first tension screw and the second tension screw being arranged between the first tension screw and the second tension screw There is a screw connector, the first tension screw and the second tension screw are respectively connected with the screw connector, the outer surface of the first tension screw is provided with a connecting plate, and the connecting plate is connected with the first tension screw. A tension screw is threadedly connected, and the connecting plate is far away from the screw connector. Two tension rods are fixedly connected to one side of the connection disk, and the two tension rods are symmetrical along the extending direction of the first tension screw. The top end of the tension rod is fixedly connected with the limiting piece, and the outer surface of the second tension screw is provided with two clamping blocks, and the two clamping blocks are symmetrically welded on both sides of the second tension screw. 2.根据权利要求1所述的用于预制节段拼装式桥梁的临时预应力结构,其特征在于,所述卡块的内部开设有卡槽,所述卡槽的宽度与所述拉力杆的直径相适配。2 . The temporary prestressed structure for a prefabricated segment-assembled bridge according to claim 1 , wherein the clamping block is provided with a clamping groove, and the width of the clamping groove is the same as the width of the tension rod. 3 . diameter to match. 3.根据权利要求1所述的用于预制节段拼装式桥梁的临时预应力结构,其特征在于,所述第二拉力螺杆的两侧分别设置有连接板,所述连接板与所述第二拉力螺杆固定连接。3 . The temporary prestressed structure for a prefabricated segment-assembled bridge according to claim 1 , wherein connecting plates are respectively provided on both sides of the second tension screw, and the connecting plates are connected to the first tension screw. 4 . Two tension screws are fixedly connected. 4.根据权利要求3所述的用于预制节段拼装式桥梁的临时预应力结构,其特征在于,所述连接板为L型结构钢板,所述连接板的L型结构长边与所述第二拉力螺杆固定连接,所述连接板的L型结构短边位于所述卡块的顶部并远离所述卡块。4 . The temporary prestressed structure for prefabricated segmented bridges according to claim 3 , wherein the connecting plate is an L-shaped structural steel plate, and the long side of the L-shaped structure of the connecting plate is the same as that of the connecting plate. 5 . The second tension screw is fixedly connected, and the short side of the L-shaped structure of the connecting plate is located on the top of the clamping block and away from the clamping block. 5.根据权利要求3所述的用于预制节段拼装式桥梁的临时预应力结构,其特征在于,所述连接板的L型结构短边上开设有螺纹孔,所述螺纹孔内部设置有丝杠,所述丝杠与所述连接板的L型结构短边螺纹连接。5 . The temporary prestressed structure for prefabricated segmented bridges according to claim 3 , wherein the short side of the L-shaped structure of the connecting plate is provided with threaded holes, and the threaded holes are provided with threaded holes. 6 . The lead screw is threadedly connected with the short side of the L-shaped structure of the connecting plate. 6.根据权利要求5所述的用于预制节段拼装式桥梁的临时预应力结构,其特征在于,所述丝杠的第一端设置有固定柱,所述固定柱与所述丝杠固定连接,所述丝杠的第二端设置有旋钮,所述旋钮与所述丝杠固定连接。6 . The temporary prestressed structure for prefabricated segment-assembled bridges according to claim 5 , wherein the first end of the lead screw is provided with a fixed column, and the fixed column is fixed to the lead screw. 7 . The second end of the lead screw is provided with a knob, and the knob is fixedly connected with the lead screw. 7.根据权利要求6所述的用于预制节段拼装式桥梁的临时预应力结构,其特征在于,所述固定柱的直径大于所述丝杠的直径。7 . The temporary prestressed structure for a prefabricated segment-assembled bridge according to claim 6 , wherein the diameter of the fixing column is larger than the diameter of the lead screw. 8 . 8.根据权利要求1所述的用于预制节段拼装式桥梁的临时预应力结构,其特征在于,所述连接盘的直径大于所述第一拉力螺杆的直径。8 . The temporary prestressed structure for a prefabricated segmented bridge according to claim 1 , wherein the diameter of the connecting plate is larger than the diameter of the first tension screw. 9 . 9.根据权利要求1所述的用于预制节段拼装式桥梁的临时预应力结构,其特征在于,所述限位片的直径大于所述拉力杆的直径。9 . The temporary prestressed structure for a prefabricated segmented bridge according to claim 1 , wherein the diameter of the limiting piece is larger than the diameter of the tension rod. 10 .
CN202122892136.6U 2021-11-24 2021-11-24 Temporary prestress structure for prefabricated section assembled bridge Expired - Fee Related CN216405132U (en)

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