CN211621251U - A kind of auxiliary adjusting device of track beam overhead section - Google Patents

A kind of auxiliary adjusting device of track beam overhead section Download PDF

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Publication number
CN211621251U
CN211621251U CN202020060974.XU CN202020060974U CN211621251U CN 211621251 U CN211621251 U CN 211621251U CN 202020060974 U CN202020060974 U CN 202020060974U CN 211621251 U CN211621251 U CN 211621251U
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angle steel
adjusting device
sleeve
auxiliary
track
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唐琪
寇卫国
李光均
张程
陈中竹
张宏
陈�胜
刘贺
罗刚
徐大兴
童伟伟
卢涛
方青云
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Shanghai Civil Engineering Co Ltd of CREC
First Engineering Co Ltd of Shanghai Civil Engineering Co Ltd of CREC
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Shanghai Civil Engineering Co Ltd of CREC
First Engineering Co Ltd of Shanghai Civil Engineering Co Ltd of CREC
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Abstract

本实用新型公开了一种轨道梁高架区间辅助调节装置,包括形成有梁体卡接空间的支架,所述支架设有横向及纵向连接测量棱镜头的横纵向连接结构。本实用新型使轨道梁精调准确、方便、快捷,极大地降低了施工中的质量风险;简化了调梁过程控制,使施工过程中工效缩短,有利于施工。

Figure 202020060974

The utility model discloses an auxiliary adjusting device for an elevated section of a track beam, which comprises a bracket formed with a beam body clamping space, and the bracket is provided with a horizontal and vertical connection structure for connecting a measuring prism head horizontally and vertically. The utility model makes the fine adjustment of the track beam accurate, convenient and fast, greatly reduces the quality risk in construction; simplifies the control of the beam adjustment process, shortens the work efficiency in the construction process, and is beneficial to the construction.

Figure 202020060974

Description

一种轨道梁高架区间辅助调节装置A kind of auxiliary adjusting device of track beam overhead section

技术领域technical field

本实用新型属于轨道交通建设技术领域,具体涉及一种轨道梁高架区间辅助调节装置。The utility model belongs to the technical field of rail transit construction, and in particular relates to an auxiliary adjusting device for an elevated section of a rail beam.

背景技术Background technique

对于跨座式单轨连续钢构PC轨道梁施工过程中,需要确认轨道梁的位置及高程安装的是否合适,若不合适,还需要进行调整。若没有合理的调节装置,会增加施工难度,同时还可能会导致施工中的质量风险问题。For the straddle-type monorail continuous steel PC track beam construction process, it is necessary to confirm whether the position and elevation of the track beam are suitable for installation. If it is not suitable, it needs to be adjusted. If there is no reasonable adjustment device, it will increase the difficulty of construction, and may also lead to quality risk problems during construction.

实用新型内容Utility model content

本实用新型旨在解决现有技术中存在的技术问题。为此,本实用新型提供一种轨道梁高架区间辅助调节装置,目的是确定轨道梁安装位置精度是否合适,以便于后续调节施工。The utility model aims to solve the technical problems existing in the prior art. To this end, the utility model provides an auxiliary adjustment device for the elevated section of the track beam, which aims to determine whether the installation position accuracy of the track beam is appropriate, so as to facilitate subsequent adjustment and construction.

为了实现上述目的,本实用新型采取的技术方案为:In order to achieve the above-mentioned purpose, the technical scheme that the utility model takes is:

一种轨道梁高架区间辅助调节装置,包括形成有梁体卡接空间的支架,所述支架设有横向及纵向连接测量棱镜头的横纵向连接结构。The utility model relates to an auxiliary adjusting device for an elevated section of a track beam, comprising a bracket formed with a beam body clamping space, and the bracket is provided with a transverse and longitudinal connection structure for connecting the measuring prisms in the transverse direction and the longitudinal direction.

所述支架包括第一角钢、垂直设于第一角钢两端下侧的第二角钢和第三角钢,所述第三角钢的长度大于第二角钢的长度,第一角钢、第二角钢及第三角钢围合形成所述梁体卡接空间。The bracket comprises a first angle steel, a second angle steel and a third angle steel vertically arranged on the lower sides of both ends of the first angle steel, the length of the third angle steel is greater than the length of the second angle steel, the first angle steel, the second angle steel and the third angle steel. The triangular steel is enclosed to form the beam body clamping space.

所述横纵向连接结构包括设于第一角钢上的第一套筒和设于第三角钢远离第一角钢一端的第二套筒,所述第一套筒与第二套筒的轴向方向相互垂直。The transverse and longitudinal connection structure includes a first sleeve arranged on the first angle steel and a second sleeve arranged at one end of the third angle steel away from the first angle steel. The axial direction of the first sleeve and the second sleeve is perpendicular to each other.

所述第一套筒为两个,两个第一套筒分别设于第一角钢的两端。There are two first sleeves, and the two first sleeves are respectively arranged at both ends of the first angle steel.

所述第一套筒与第一角钢焊接连接,所述第二套筒与第三角钢焊接连接。The first sleeve is connected with the first angle steel by welding, and the second sleeve is connected with the third angle steel by welding.

所述第一套筒与第二套筒分别与梁体的两端端头接触。The first sleeve and the second sleeve are respectively in contact with both ends of the beam body.

所述第一角钢与第二角钢焊接连接,所述第三角钢与第一角钢为可拆卸固定连接。The first angle steel and the second angle steel are welded and connected, and the third angle steel and the first angle steel are detachably and fixedly connected.

所述第一角钢与第三角钢之间设有辅助连接板,所述第一角钢、辅助连接板及第三角钢通过螺栓组件相连接。An auxiliary connecting plate is arranged between the first angle steel and the third angle steel, and the first angle steel, the auxiliary connecting plate and the third angle steel are connected by bolt assemblies.

通过三向千斤顶对梁体进行调节。The beam body is adjusted by a three-way jack.

本实用新型的有益效果:本实用新型使轨道梁精调准确、方便、快捷,极大地降低了施工中的质量风险;简化了调梁过程控制,使施工过程中工效缩短,有利于施工;可广范适用于后期跨坐式单轨PC轨道梁精调施工。The beneficial effects of the utility model: the utility model makes the fine adjustment of the track beam accurate, convenient and fast, which greatly reduces the quality risk in the construction; simplifies the process control of the beam adjustment, shortens the work efficiency in the construction process, and is beneficial to the construction; Guangfan is suitable for fine-tuning construction of straddle-type monorail PC track beams in the later stage.

附图说明Description of drawings

本说明书包括以下附图,所示内容分别是:This manual includes the following drawings, which are as follows:

图1是本实用新型的结构示意图;Fig. 1 is the structural representation of the present utility model;

图2是本实用新型的侧视图;Fig. 2 is the side view of the present utility model;

图3是本实用新型的俯视图。Figure 3 is a top view of the present invention.

图中标记为:The figure is marked as:

1、支架,2、第一角钢,3、第二角钢,4、第三角钢,5、梁体,6、第一套筒,7、第二套筒,8、辅助连接板。1. Bracket, 2. First angle steel, 3. Second angle steel, 4. Third angle steel, 5. Beam body, 6. First sleeve, 7. Second sleeve, 8. Auxiliary connecting plate.

具体实施方式Detailed ways

下面对照附图,通过对实施例的描述,对本实用新型的具体实施方式作进一步详细的说明,目的是帮助本领域的技术人员对本实用新型的构思、技术方案有更完整、准确和深入的理解,并有助于其实施。需要说明的是,术语“上”、“下”、“前”、“后”、“左”、“右”、“竖直”、“内”、“外”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实用新型和简化描述,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,因此不能理解为对实用新型的限制。在下述的实施方式中,所述的“第一”、“第二”和“第三”并不代表结构和/或功能上的绝对区分关系,也不代表先后的执行顺序,而仅仅是为了描述的方便。Below with reference to the accompanying drawings, through the description of the embodiments, the specific implementation of the present utility model will be described in further detail, in order to help those skilled in the art to have a more complete, accurate and in-depth understanding of the concept and technical solutions of the present utility model , and facilitate its implementation. It should be noted that the orientation or positional relationship indicated by the terms "up", "down", "front", "rear", "left", "right", "vertical", "inside", "outside", etc. Based on the orientation or positional relationship shown in the drawings, it is only for the convenience of describing the present invention and simplifying the description, rather than indicating or implying that the referred device or element must have a specific orientation, be constructed and operated in a specific orientation, and therefore cannot It is understood as a limitation on the utility model. In the following embodiments, the "first", "second" and "third" do not represent an absolute distinction relationship in structure and/or function, nor do they represent a sequential execution order, but only for the purpose of Convenience of description.

如图1至图3所示,一种轨道梁高架区间辅助调节装置,包括形成有梁体5卡接空间的支架1,支架1设有横向及纵向连接测量棱镜头的横纵向连接结构。通过横纵向连接结构的设置,在横向方向连接测量棱镜头后,可检测横向方向的安装位置角度是否满足要求,在纵向方向连接测量棱镜头后,可检测纵向方向的安装位置角度是否满足要求。当梁体卡装入支架内后,若安装位置不满足要求,可通过升降调节装置进行调节梁体在横向或纵向方向的位置,为了便于操作,可通过三向千斤顶对梁体进行调节。具体而言,在调节梁体的空间位置时,若需要调节横向位置,通过三向千斤顶抵触梁体横向调节,若需要调节纵向位置,通过三向千斤顶抵触梁体纵向调节。As shown in Figures 1 to 3, an auxiliary adjusting device for an elevated section of a rail beam includes a bracket 1 with a beam body 5 clipping space formed. Through the setting of the horizontal and vertical connection structure, after connecting the measuring prism in the horizontal direction, it can detect whether the installation position angle in the horizontal direction meets the requirements, and after connecting the measuring prism in the vertical direction, it can detect whether the installation position angle in the vertical direction meets the requirements. After the beam body is clamped into the bracket, if the installation position does not meet the requirements, the position of the beam body in the horizontal or vertical direction can be adjusted by the lifting adjustment device. For the convenience of operation, the beam body can be adjusted by a three-way jack. Specifically, when adjusting the spatial position of the beam body, if it is necessary to adjust the lateral position, the three-way jack is used to interfere with the beam body for lateral adjustment.

支架可采用常规的方框型支架,为了便于安装梁体,支架包括第一角钢2、垂直设于第一角钢2两端下侧的第二角钢3和第三角钢4,第三角钢4的长度大于第二角钢3的长度,第一角钢2、第二角钢3及第三角钢4围合形成梁体5卡接空间。具体而言,如图1所示,第一角钢位于梁体的上方,第二角钢位于梁体的左侧(外侧),第三角钢位于梁体的右侧(内侧),第三角钢的长度略长于梁体的长度,第一角钢的长度略长于梁体的横向宽度,两端比梁体横向宽度多出的部分便于与第二角钢和第三角钢连接,第二角钢的长度相对第三角钢而言要多一些,第三角钢的长度约为第二角钢长度的4.5倍。此第一角钢、第二角钢及第三角钢围合形成带有下部缺口的梁体卡装空间,便于梁体的卡装限位。The bracket can adopt the conventional frame type bracket, in order to facilitate the installation of the beam body, the bracket comprises the first angle steel 2, the second angle steel 3 and the third angle steel 4 that are vertically arranged on the lower side of both ends of the first angle steel 2, the third angle steel 4 The length is greater than that of the second angle steel 3 , and the first angle steel 2 , the second angle steel 3 and the third angle steel 4 are enclosed to form a clamping space for the beam body 5 . Specifically, as shown in Figure 1, the first angle steel is located above the beam body, the second angle steel is located on the left side (outside) of the beam body, the third angle steel is located on the right side (inside) of the beam body, and the length of the third angle steel is Slightly longer than the length of the beam body, the length of the first angle steel is slightly longer than the lateral width of the beam body. Steel is a bit more, the third angle is about 4.5 times the length of the second angle. The first angle steel, the second angle steel and the third angle steel are enclosed to form a beam body clamping space with a lower gap, which is convenient for the clamping and positioning of the beam body.

横纵向连接结构可采用卡接、嵌接、紧固件连接等等,较好的是,为了便于与测量棱镜头上的螺纹连接段配合连接,如图1所示,横纵向连接结构包括设于第一角钢2上的第一套筒6和设于第三角钢远离第一角钢一端的第二套筒7,第一套筒6与第二套筒7的轴向方向相互垂直。第一套筒和第二套筒内均设置有内螺纹,便于与测量棱镜头的螺纹连接段配合螺纹连接,连接快速、简单方便。具体设置时,第一套筒优选为两个,两个第一套筒分别设于第一角钢2的两端。为了保证连接的牢固性,第一套筒6与第一角钢2焊接连接,第二套筒7与第三角钢4焊接连接。进一步的,第一套筒6与第二套筒7分别与梁体的两端端头接触,方便轨道梁精准调节控制。The horizontal and vertical connection structure can be snap-connected, embedded, fastener connection, etc. Preferably, in order to facilitate the connection with the threaded connection section on the measuring prism, as shown in Figure 1, the horizontal and vertical connection structure includes a set of The first sleeve 6 on the first angle steel 2 and the second sleeve 7 on the end of the third angle steel away from the first angle steel, the axial directions of the first sleeve 6 and the second sleeve 7 are perpendicular to each other. Both the first sleeve and the second sleeve are provided with internal threads, which are convenient for threaded connection with the threaded connection section of the measuring prism head, and the connection is fast, simple and convenient. In the specific setting, there are preferably two first sleeves, and the two first sleeves are respectively provided at both ends of the first angle steel 2 . In order to ensure the firmness of the connection, the first sleeve 6 is connected to the first angle steel 2 by welding, and the second sleeve 7 is connected to the third angle steel 4 by welding. Further, the first sleeve 6 and the second sleeve 7 are respectively in contact with both ends of the beam body, which facilitates precise adjustment and control of the rail beam.

为了保证支架整体的稳固性,同时也便于拆卸梁体,第一角钢2与第二角钢3焊接连接,第三角钢与第一角钢为可拆卸固定连接。为了方便第一角钢及第三角钢的连接,第一角钢与第三角钢之间设有辅助连接板8,第一角钢2、辅助连接板8及第三角钢4通过螺栓组件相连接。具体而言,辅助连接板采用钢板,钢板中间设置螺栓安装孔,通过螺栓螺母的配合,使得第一角钢与第三角钢在钢板连接处进行固定连接。In order to ensure the overall stability of the bracket and also facilitate the disassembly of the beam body, the first angle steel 2 and the second angle steel 3 are welded and connected, and the third angle steel and the first angle steel are detachably and fixedly connected. In order to facilitate the connection of the first angle steel and the third angle steel, an auxiliary connecting plate 8 is provided between the first angle steel and the third angle steel, and the first angle steel 2, the auxiliary connecting plate 8 and the third angle steel 4 are connected by bolt assemblies. Specifically, the auxiliary connecting plate is made of steel plate, and bolt mounting holes are arranged in the middle of the steel plate.

该轨道梁高架区间辅助调节装置的安装方法,包括如下步骤:The installation method of the auxiliary adjusting device in the elevated section of the track beam includes the following steps:

a,第一角钢(水平角钢)与梁体外侧第二角钢焊接;b,第一角钢与梁内侧第三角钢使用螺栓连接;c,将形成的支架卡在梁体上;d,将横向套筒及纵向套筒分别与测量棱镜头进行装配连接;e,通过三向千斤顶抵触梁体,开始轨道梁精调。a, the first angle steel (horizontal angle steel) is welded with the second angle steel outside the beam body; b, the first angle steel and the third angle steel inside the beam are connected by bolts; c, the formed bracket is clamped on the beam body; d, the transverse sleeve The cylinder and the longitudinal sleeve are respectively assembled and connected with the measuring prism; e, the beam body is collided with the three-way jack to start the fine adjustment of the rail beam.

采用上述的方案后,使轨道梁精调准确、方便、快捷,极大地降低了施工中的质量风险;简化了调梁过程控制,使施工过程中工效缩短有利于施工;可广范适用于后期跨坐式单轨连续钢构PC轨道梁高架区间轨道梁精调施工。After the above scheme is adopted, the fine adjustment of the track beam is accurate, convenient and fast, which greatly reduces the quality risk in the construction; the control of the beam adjustment process is simplified, and the work efficiency during the construction process is shortened, which is beneficial to the construction; it can be widely used in the later stage. Straddle type monorail continuous steel PC track girder elevated section track girder fine adjustment construction.

以上结合附图对本实用新型进行了示例性描述。显然,本实用新型具体实现并不受上述方式的限制。只要是采用了本实用新型的方法构思和技术方案进行的各种非实质性的改进;或未经改进,将本实用新型的上述构思和技术方案直接应用于其它场合的,均在本实用新型的保护范围之内。The present invention has been exemplarily described above with reference to the accompanying drawings. Obviously, the specific implementation of the present invention is not limited by the above manner. As long as the method concept and technical solution of the present invention are adopted for various non-substantial improvements; or without improvement, the above-mentioned concept and technical solution of the present invention are directly applied to other occasions, all of which are included in the present invention. within the scope of protection.

Claims (9)

1. The utility model provides an overhead interval auxiliary regulating device of track roof beam which characterized in that, is including being formed with the support in roof beam body joint space, the support is equipped with horizontal and vertical connection structure who transversely and vertically connects measuring prism lens.
2. The overhead interval auxiliary adjusting device for the track beam according to claim 1, wherein the bracket comprises a first angle steel, a second angle steel and a third angle steel, the second angle steel and the third angle steel are vertically arranged on the lower sides of two ends of the first angle steel, the length of the third angle steel is larger than that of the second angle steel, and the first angle steel, the second angle steel and the third angle steel are enclosed to form the beam body clamping space.
3. The auxiliary adjusting device for the elevated area of the track beam as claimed in claim 2, wherein the transverse and longitudinal connecting structure comprises a first sleeve arranged on the first angle steel and a second sleeve arranged on the end of the third angle steel far away from the first angle steel, and the axial directions of the first sleeve and the second sleeve are perpendicular to each other.
4. The auxiliary adjusting device for the elevated area of the track beam as claimed in claim 3, wherein the number of the first sleeves is two, and the two first sleeves are respectively arranged at two ends of the first angle steel.
5. The track beam elevated zone auxiliary adjusting device of claim 3, wherein the first sleeve is welded to the first angle steel, and the second sleeve is welded to the third angle steel.
6. The overhead rail beam adjusting device as claimed in claim 3, wherein the first and second sleeves are respectively in contact with both ends of the beam body.
7. The auxiliary adjusting device for the track beam elevated area is characterized in that the first angle steel is connected with the second angle steel in a welding mode, and the third angle steel is connected with the first angle steel in a detachable and fixed mode.
8. The overhead rail beam adjusting device as claimed in claim 7, wherein an auxiliary connecting plate is disposed between the first angle steel and the third angle steel, and the first angle steel, the auxiliary connecting plate and the third angle steel are connected by a bolt assembly.
9. The overhead rail beam section adjusting device of claim 1, wherein the beam body is adjusted by a three-way jack.
CN202020060974.XU 2020-01-13 2020-01-13 A kind of auxiliary adjusting device of track beam overhead section Active CN211621251U (en)

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GR01 Patent grant