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CN206538684U - A kind of steel platform for bifurcated section Bridge Erector construction - Google Patents

A kind of steel platform for bifurcated section Bridge Erector construction Download PDF

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Publication number
CN206538684U
CN206538684U CN201621373497.2U CN201621373497U CN206538684U CN 206538684 U CN206538684 U CN 206538684U CN 201621373497 U CN201621373497 U CN 201621373497U CN 206538684 U CN206538684 U CN 206538684U
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construction
steel platform
platform structure
bifurcated
steel
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朱俊滔
尤雪春
方思倩
周吉
汪廷安
季方
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Shanghai No 7 Construction Co Ltd
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Shanghai No 7 Construction Co Ltd
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Abstract

The utility model discloses a kind of steel platform for bifurcated section Bridge Erector construction, including some columns on existing structure cushion cap, the lower floor's crossbeam being sequentially arranged in above the column, middle level crossbeam and upper strata crossbeam, flushed at the top of the top of the upper strata crossbeam and bent cap.Pass through the steel platform being made up of column, lower floor's crossbeam, middle level crossbeam and upper strata crossbeam, it is used as the assistance platform of bridge formation machine equipment, when running into bifurcated section circuit, bifurcated Duan Liang is placed on steel platform according to decorating position, because the top of steel platform at the top of bent cap with flushing, only bifurcated section beam translate in place, bridge formation machine equipment need not be changed, cost is saved, improve the convenient degree of construction and security performance, construction speed is accelerated, the platform structure is simple, convenient disassembly, safe and reliable.

Description

一种用于分叉段架桥机施工的钢平台结构A steel platform structure used for the construction of bifurcated bridge erecting machines

技术领域technical field

本实用新型涉及架桥机施工领域,具体涉及一种用于分叉段架桥机施工的钢平台结构。The utility model relates to the construction field of a bridge erecting machine, in particular to a steel platform structure used for the construction of a bifurcation section bridge erecting machine.

背景技术Background technique

在目前的高架桥预制梁架设施工中,由于普通架桥机设备支腿的横向间距和运梁车轨距是一定的,当遇到由双线墩向单线墩过渡的分叉段线路的时候,如果上下行间距超过架桥机设备支腿横向间距的参数,则需要重新更换架桥机设备,不仅对施工现场造成大量的材料浪费,同时也造成了工期的延误,未能满足实际施工需求。In the current prefabricated girder erection construction of viaducts, since the lateral spacing of the outriggers of ordinary bridge erecting machines and the gauge of the girder transport vehicles are fixed, when encountering a bifurcated section of the line transitioning from a double-line pier to a single-line pier, If the up-down distance exceeds the parameters of the lateral distance between the legs of the bridge-erecting machine equipment, the bridge-erecting machine equipment needs to be replaced, which not only causes a lot of material waste on the construction site, but also causes delays in the construction period and fails to meet actual construction needs.

实用新型内容Utility model content

本实用新型提供了一种用于分叉段架桥机施工的钢平台结构,以解决现有技术中存在的材料浪费以及导致工期延误的问题。The utility model provides a steel platform structure used for the construction of a bifurcated section bridge erecting machine to solve the problems of material waste and construction period delay in the prior art.

为了解决上述技术问题,本实用新型的技术方案是:一种用于分叉段架桥机施工的钢平台结构,包括设于已有结构承台上的若干立柱、依次设于所述立柱上方的下层横梁、中层横梁和上层横梁,所述上层横梁的顶部和盖梁的顶部齐平。In order to solve the above-mentioned technical problems, the technical solution of the present utility model is: a steel platform structure for the construction of bifurcated section bridge erecting machine, including a number of columns arranged on the caps of the existing structure, which are successively arranged above the columns The lower beam, the middle beam and the upper beam, the top of the upper beam is flush with the top of the cover beam.

进一步的,所述立柱设有四根,依次连接围成矩形状。Further, there are four upright columns, which are sequentially connected to form a rectangle.

进一步的,所述立柱采用钢管制成,所述钢管的直径为500mm,厚度为16mm。Further, the column is made of steel pipe, the diameter of the steel pipe is 500mm, and the thickness is 16mm.

进一步的,还包括设于若干所述立柱之间的拉结件。Further, it also includes tie pieces arranged between several of the uprights.

进一步的,所述拉结件包括水平撑和斜撑。Further, the tie members include horizontal braces and diagonal braces.

进一步的,所述水平撑和斜撑采用槽钢制成,所述水平撑和斜撑的两端与所述立柱之间焊接固定。Further, the horizontal brace and the diagonal brace are made of channel steel, and the two ends of the horizontal brace and the diagonal brace are welded and fixed to the column.

进一步的,所述下层横梁、中层横梁和上层横梁由下至上纵横交错布置。Further, the lower beams, middle beams and upper beams are arranged in a criss-cross pattern from bottom to top.

进一步的,所述下层横梁和中层横梁采用工字钢制成,所述上层横梁采用型钢制成,相邻两层横梁之间焊接固定。Further, the lower beam and the middle beam are made of I-shaped steel, the upper beam is made of section steel, and two adjacent beams are welded and fixed.

进一步的,所述立柱的底端与已有结构承台之间通过预埋件连接。Further, the bottom end of the column is connected to the existing structural platform through embedded parts.

进一步的,所述立柱的顶端与下层横梁之间通过法兰盘连接。Further, the top of the column is connected to the lower beam through a flange.

本实用新型提供的用于分叉段架桥机施工的钢平台结构,包括设于已有结构承台上的若干立柱、依次设于所述立柱上方的下层横梁、中层横梁和上层横梁,所述上层横梁的顶部和盖梁的顶部齐平。通过设置由立柱、下层横梁、中层横梁和上层横梁组成的钢平台结构,作为架桥机设备的辅助平台,当遇到分叉段线路时,将分叉段梁根据架设位置置于钢平台结构上,由于钢平台结构的顶部与盖梁的顶部齐平,只需对分叉段梁进行平移就位即可,无需更换架桥机设备,节约了成本,提高了施工便捷度和安全性能,加快了施工进度,该平台结构简单、拆装方便、安全可靠。The steel platform structure provided by the utility model for the construction of bifurcated section bridge erecting machines includes a number of columns arranged on the caps of the existing structure, and a lower beam, a middle beam and an upper beam sequentially arranged above the columns. The top of the upper beam is flush with the top of the cover beam. By setting up a steel platform structure composed of columns, lower beams, middle beams and upper beams, as an auxiliary platform for bridge erecting machine equipment, when encountering a branch line, place the branch beam on the steel platform structure according to the erection position On the other hand, since the top of the steel platform structure is flush with the top of the cover beam, it is only necessary to translate the bifurcated beam into position without replacing the bridge erecting machine equipment, which saves costs and improves construction convenience and safety performance. The construction progress is accelerated, and the platform is simple in structure, convenient in disassembly and assembly, safe and reliable.

附图说明Description of drawings

图1是本实用新型用于分叉段架桥机施工的钢平台结构的结构示意图。Fig. 1 is a structural schematic diagram of the steel platform structure used in the construction of the bifurcation section bridge erecting machine of the present invention.

图中所示:1、立柱;2、下层横梁;3、中层横梁;4、上层横梁;5、已有结构承台;6、拉结件;61、水平撑;62、斜撑。As shown in the figure: 1. Upright column; 2. Lower beam; 3. Middle beam; 4. Upper beam; 5. Existing structural platform;

具体实施方式detailed description

下面结合附图对本实用新型作详细描述:Below in conjunction with accompanying drawing, the utility model is described in detail:

如图1所示,本实用新型提供了一种用于分叉段架桥机施工的钢平台结构,包括设于已有结构承台5上的若干立柱1、依次设于所述立柱1上方的下层横梁2、中层横梁3和上层横梁4,所述上层横梁4的顶部和盖梁的顶部齐平。该已有结构承台5位于桥墩位置处。通过由立柱1、下层横梁2、中层横梁3和上层横梁4组成的钢平台结构,当遇到分叉段线路时,将分叉段梁根据架设位置置于钢平台结构上,由于钢平台结构的顶部与盖梁的顶部齐平,只需对分叉段梁进行平移就位即可,无需更换架桥机设备,节约了成本,提高了施工便捷度和安全性能,加快了施工进度。As shown in Figure 1, the utility model provides a steel platform structure for the construction of bifurcated bridge erecting machines, including a number of columns 1 arranged on the existing structural cap 5, which are successively arranged above the columns 1 The lower beam 2, the middle beam 3 and the upper beam 4, the top of the upper beam 4 is flush with the top of the cover beam. The existing structural cap 5 is located at the position of the bridge pier. Through the steel platform structure composed of columns 1, lower beams 2, middle beams 3 and upper beams 4, when encountering a branch line, the branch beams are placed on the steel platform structure according to the erection position, due to the steel platform structure The top of the bridge is flush with the top of the cover beam, and only the bifurcated beam needs to be translated into place without replacing the bridge erecting machine equipment, which saves costs, improves construction convenience and safety performance, and speeds up the construction progress.

优选的,所述立柱1设有四根,依次连接围成矩形状,稳定性好,支撑可靠。优选的,该述立柱1采用钢管制成,所述钢管的直径为500mm,厚度为16mm,刚度大,承重力强。Preferably, there are four upright columns 1, which are sequentially connected to form a rectangle, with good stability and reliable support. Preferably, the column 1 is made of a steel pipe with a diameter of 500mm and a thickness of 16mm, which has high rigidity and strong bearing capacity.

请继续参照图1,该钢平台结构还包括设于若干所述立柱1之间的拉结件6,所述拉结件6包括水平撑61和斜撑62,所述水平撑61和斜撑62采用槽钢制成,所述水平撑61和斜撑62的两端与所述立柱1之间焊接固定,具体的,若干立柱1之间通过拉结件6连成一个整体,且拉结件6与立柱1在水平方向形成抱固,用于提供整个钢平台结构的支撑。Please continue to refer to FIG. 1, the steel platform structure also includes a tie member 6 arranged between several columns 1, the tie member 6 includes a horizontal brace 61 and a diagonal brace 62, and the horizontal brace 61 and the diagonal brace 62 is made of channel steel, and the two ends of the horizontal brace 61 and the diagonal brace 62 are welded and fixed to the column 1. Specifically, several columns 1 are connected into a whole by tie pieces 6, and the tie The piece 6 and the column 1 form a hug in the horizontal direction, and are used to provide support for the entire steel platform structure.

优选的,所述下层横梁2、中层横梁3和上层横梁4由下至上纵横交错布置。如图1中所示,下层横梁2和上层横梁4均沿横向布置(X向),中层横梁3沿纵向布置(Y向),三者纵横交错布置,提高了钢平台结构的稳定性。所述下层横梁2和中层横梁3采用工字钢制成,型号为40C,所述上层横梁4采用型钢制成,规格为H502*465*16*25,相邻两层横梁之间焊接固定。Preferably, the lower beams 2 , the middle beams 3 and the upper beams 4 are arranged in a criss-cross pattern from bottom to top. As shown in Figure 1, the lower beam 2 and the upper beam 4 are arranged horizontally (X direction), and the middle beam 3 is arranged longitudinally (Y direction). The three are arranged in a criss-cross pattern, which improves the stability of the steel platform structure. The lower beam 2 and the middle beam 3 are made of I-beam, model 40C, the upper beam 4 is made of section steel, specification is H502*465*16*25, and the two adjacent beams are welded and fixed.

优选的,所述立柱1的底端与已有结构承台5之间通过预埋件连接,顶端与下层横梁2之间通过法兰盘焊接固定。Preferably, the bottom end of the column 1 is connected to the existing structural platform 5 through embedded parts, and the top end and the lower beam 2 are fixed by flange welding.

本实施例提供的钢结构平台,在搭设时,首先在已有结构承台5上安装4根立柱1,在立柱1顶端沿垂直桥梁方向安装下层横梁2,接着沿平行桥梁方向安装中层横梁3,然后沿垂直桥梁方向安装上层横梁4,安装前根据已有结构承台5顶面至盖梁顶面净高度计算钢平台结构总高度,使其完成后上层横梁4的顶面与盖梁顶面齐平,最后在立柱1之间布置水平撑61和斜撑62进行拉结,以确保钢平台结构的稳定性。在使用时,先将分叉段的梁按标准线路间距临时放置在钢平台上,在架桥机设备将非分叉段的梁全部架设完后,再依次将分叉段的梁横移就位即可。The steel structure platform provided by this embodiment, when erecting, first install four columns 1 on the existing structural cap 5, install the lower beam 2 on the top of the column 1 along the direction perpendicular to the bridge, and then install the middle beam 3 along the direction parallel to the bridge , and then install the upper beam 4 along the vertical bridge direction, calculate the total height of the steel platform structure according to the net height from the top surface of the existing structural cap 5 to the top surface of the cover beam before installation, so that the top surface of the upper beam 4 and the top of the cover beam after completion Finally, arrange horizontal braces 61 and diagonal braces 62 between the uprights 1 to tie them together, so as to ensure the stability of the steel platform structure. When in use, temporarily place the beams of the bifurcated section on the steel platform according to the standard line spacing. bit.

综上所述,本实用新型提供的用于分叉段架桥机施工的钢平台结构,包括设于已有结构承台5上的若干立柱1、依次设于所述立柱1上方的下层横梁2、中层横梁3和上层横梁4,所述上层横梁4的顶部和盖梁的顶部齐平。通过由立柱1、下层横梁2、中层横梁3和上层横梁4组成的钢平台结构,作为架桥机设备的辅助平台,当遇到分叉段线路时,将分叉段梁根据架设位置置于钢平台结构上,由于钢平台结构的顶部与盖梁的顶部齐平,只需对分叉段梁进行平移就位即可,无需更换架桥机设备,节约了成本,提高了施工便捷度和安全性能,加快了施工进度,该平台结构简单、拆装方便、安全可靠。In summary, the steel platform structure provided by the utility model for the construction of bifurcated section bridge erecting machines includes several columns 1 arranged on the existing structural cap 5, and the lower beams arranged above the columns 1 in turn. 2. The middle beam 3 and the upper beam 4, the top of the upper beam 4 is flush with the top of the cover beam. The steel platform structure composed of column 1, lower beam 2, middle beam 3 and upper beam 4 is used as an auxiliary platform for bridge erecting machine equipment. On the steel platform structure, since the top of the steel platform structure is flush with the top of the cover beam, it is only necessary to translate the bifurcated beam into position without replacing the bridge erecting machine equipment, which saves costs and improves construction convenience and The safety performance speeds up the construction progress. The platform has a simple structure, convenient disassembly and assembly, and is safe and reliable.

虽然说明书中对本实用新型的实施方式进行了说明,但这些实施方式只是作为提示,不应限定本实用新型的保护范围。在不脱离本实用新型宗旨的范围内进行各种省略、置换和变更均应包含在本实用新型的保护范围内。Although the description has described the embodiments of the present utility model, these embodiments are only used as hints and should not limit the scope of protection of the present utility model. Various omissions, substitutions and changes within the scope not departing from the gist of the utility model shall be included in the protection scope of the utility model.

Claims (9)

1.一种用于分叉段架桥机施工的钢平台结构,其特征在于,包括设于已有结构承台上的若干立柱、依次设于所述立柱上方的下层横梁、中层横梁和上层横梁,所述上层横梁的顶部和盖梁的顶部齐平,所述下层横梁、中层横梁和上层横梁由下至上纵横交错布置,分叉段梁置于所述钢平台结构上,且与架设位置对应。1. a kind of steel platform structure that is used for bifurcation section bridge erecting machine construction, it is characterized in that, comprise and be located at some columns on existing structure cap, be located at the lower floor crossbeam, middle floor beam and upper floor successively above described column The top of the upper beam is flush with the top of the cover beam, the lower beam, the middle beam and the upper beam are arranged in a criss-cross pattern from bottom to top, and the bifurcated beam is placed on the steel platform structure, and is aligned with the erection position. correspond. 2.根据权利要求1所述的用于分叉段架桥机施工的钢平台结构,其特征在于,所述立柱设有四根,依次连接围成矩形状。2. The steel platform structure for construction of bifurcated section bridge erecting machines according to claim 1, characterized in that, four columns are provided, which are sequentially connected to form a rectangular shape. 3.根据权利要求1所述的用于分叉段架桥机施工的钢平台结构,其特征在于,所述立柱采用钢管制成,所述钢管的直径为500mm,厚度为16mm。3. The steel platform structure for construction of bifurcated bridge erecting machines according to claim 1, wherein the column is made of steel pipes with a diameter of 500mm and a thickness of 16mm. 4.根据权利要求1所述的用于分叉段架桥机施工的钢平台结构,其特征在于,还包括设于若干所述立柱之间的拉结件。4. The steel platform structure used for construction of bifurcated section bridge erecting machines according to claim 1, further comprising tie members arranged between several of the columns. 5.根据权利要求4所述的用于分叉段架桥机施工的钢平台结构,其特征在于,所述拉结件包括水平撑和斜撑。5 . The steel platform structure used for the construction of bifurcated bridge erecting machines according to claim 4 , wherein the tie members include horizontal braces and diagonal braces. 6 . 6.根据权利要求5所述的用于分叉段架桥机施工的钢平台结构,其特征在于,所述水平撑和斜撑采用槽钢制成,所述水平撑和斜撑的两端与所述立柱之间焊接固定。6. The steel platform structure for the construction of bifurcated bridge erecting machines according to claim 5, wherein the horizontal brace and the diagonal brace are made of channel steel, and the two ends of the horizontal brace and the diagonal brace are It is welded and fixed with the column. 7.根据权利要求1所述的用于分叉段架桥机施工的钢平台结构,其特征在于,所述下层横梁和中层横梁采用工字钢制成,所述上层横梁采用型钢制成,相邻两层横梁之间焊接固定。7. The steel platform structure for the construction of bifurcated bridge erecting machines according to claim 1, wherein the lower beam and the middle beam are made of I-beam, and the upper beam is made of section steel, Welding and fixing between two adjacent beams. 8.根据权利要求1所述的用于分叉段架桥机施工的钢平台结构,其特征在于,所述立柱的底端与已有结构承台之间通过预埋件连接。8. The steel platform structure used for the construction of bifurcated bridge erecting machines according to claim 1, wherein the bottom end of the column is connected to the existing structural cap through embedded parts. 9.根据权利要求1所述的用于分叉段架桥机施工的钢平台结构,其特征在于,所述立柱的顶端与下层横梁之间通过法兰盘连接。9. The steel platform structure used for construction of bifurcation section bridge erecting machine according to claim 1, characterized in that, the top of the column and the lower beam are connected by a flange.
CN201621373497.2U 2016-12-14 2016-12-14 A kind of steel platform for bifurcated section Bridge Erector construction Expired - Fee Related CN206538684U (en)

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Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN108487089A (en) * 2018-04-03 2018-09-04 锦州铁道勘察设计院有限公司 A method of railroad bridge is removed and set up on hillside

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN108487089A (en) * 2018-04-03 2018-09-04 锦州铁道勘察设计院有限公司 A method of railroad bridge is removed and set up on hillside

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Granted publication date: 20171003