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CN111979927A - A curved guide beam - Google Patents

A curved guide beam Download PDF

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Publication number
CN111979927A
CN111979927A CN202011008890.2A CN202011008890A CN111979927A CN 111979927 A CN111979927 A CN 111979927A CN 202011008890 A CN202011008890 A CN 202011008890A CN 111979927 A CN111979927 A CN 111979927A
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guide beam
web
curved
plate
transverse
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CN111979927B (en
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罗元成
左卿
谌勇
罗三
刘臻
王坤全
周鑫
陈冰
刘朝卫
余伟
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Guizhou Road and Bridge Group Co Ltd
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Guizhou Road and Bridge Group Co Ltd
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    • EFIXED CONSTRUCTIONS
    • E01CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01DCONSTRUCTION OF BRIDGES, ELEVATED ROADWAYS OR VIADUCTS; ASSEMBLY OF BRIDGES
    • E01D21/00Methods or apparatus specially adapted for erecting or assembling bridges

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Abstract

本发明公开了一种曲线型导梁,包括:位于同一水平面内的内导梁和外导梁,内导梁和外导梁为朝同一侧弯曲的曲线型结构,内导梁和外导梁通过横向连接组件连接,当内导梁和外导梁的长度较长时,可选择多组横向连接组件进行连接。由于内导梁和外导梁呈曲线型结构,因此可以适应曲线型桥梁的施工。

Figure 202011008890

The invention discloses a curved guide beam, comprising: an inner guide beam and an outer guide beam located in the same horizontal plane, the inner guide beam and the outer guide beam are curved structures bent toward the same side, the inner guide beam and the outer guide beam pass through the Connecting components are connected. When the length of the inner guide beam and the outer guide beam is long, multiple sets of transverse connecting components can be selected for connection. Since the inner guide beam and the outer guide beam are curved structures, they can be adapted to the construction of curved bridges.

Figure 202011008890

Description

一种曲线型导梁A curved guide beam

技术领域technical field

本发明涉及桥梁施工领域,特别是涉及一种曲线型导梁。The invention relates to the field of bridge construction, in particular to a curved guide beam.

背景技术Background technique

随着桥梁建设的发展,受原有建筑物和地形条件限制,小半径曲线桥梁的应用也越来越广泛。With the development of bridge construction, limited by the original buildings and terrain conditions, the application of small-radius curved bridges has become more and more extensive.

在目前的桥梁施工中,顶推法被广泛应用,顶推法施工的主要设备是梁体前端设置的导梁,以适应桥梁跨度,减小梁体在顶推过程中的悬臂长度。但是现有的导梁通常为直线型结构,无法满足曲线型桥梁的施工要求。In the current bridge construction, the jacking method is widely used. The main equipment of the jacking method construction is the guide beam set at the front end of the beam to adapt to the span of the bridge and reduce the cantilever length of the beam during the jacking process. However, the existing guide beams are usually linear structures, which cannot meet the construction requirements of curved bridges.

因此,如何提供一种导梁,以使其适应曲线型桥梁的施工,是本领域技术人员急需解决的技术问题。Therefore, how to provide a guide beam to adapt it to the construction of a curved bridge is a technical problem that those skilled in the art need to solve urgently.

发明内容SUMMARY OF THE INVENTION

本发明的目的是提供一种曲线型导梁,可以有效满足曲线型桥梁的施工。The purpose of the present invention is to provide a curved guide beam, which can effectively meet the construction of curved bridges.

为解决上述技术问题,本发明提供了如下技术方案:In order to solve the above-mentioned technical problems, the present invention provides the following technical solutions:

一种曲线型导梁,包括:位于同一水平面内的内导梁和外导梁,所述内导梁和所述外导梁为朝同一侧弯曲的曲线型结构,所述内导梁和所述外导梁通过横向连接组件连接。A curved guide beam, comprising: an inner guide beam and an outer guide beam located in the same horizontal plane, the inner guide beam and the outer guide beam are curved structures bent toward the same side, the inner guide beam and the outer guide beam are curved structures. The guide beams are connected by transverse connection assemblies.

优选地,所述内导梁和所述外导梁均包括多段依次连接的分段梁。Preferably, both the inner guide beam and the outer guide beam comprise a plurality of segmented beams connected in sequence.

优选地,相邻的所述分段梁之间通过连接件可拆卸连接。Preferably, the adjacent segmented beams are detachably connected by connecting pieces.

优选地,所述连接件包括连接板和紧固件,所述连接板通过所述紧固件与相邻的所述分段梁连接。Preferably, the connecting piece includes a connecting plate and a fastener, and the connecting plate is connected to the adjacent segmented beam by the fastener.

优选地,所述内导梁和所述外导梁的截面从一端至另一端渐缩。Preferably, the sections of the inner guide beam and the outer guide beam are tapered from one end to the other end.

优选地,所述内导梁和所述外导梁的截面高度和宽度从一端至另一端线性渐缩。Preferably, the cross-sectional height and width of the inner guide beam and the outer guide beam are linearly tapered from one end to the other end.

优选地,所述内导梁和所述外导梁均包括底板、顶板、水平加劲板、竖向加劲板、底加劲板和腹板,所述顶板和所述底板分别位于所述腹板的上侧和下侧,所述水平加劲板和所述竖向加劲板位于所述腹板的侧面,所述底加劲板位于所述腹板侧面的底部。Preferably, both the inner guide beam and the outer guide beam include a bottom plate, a top plate, a horizontal stiffening plate, a vertical stiffening plate, a bottom stiffening plate and a web, and the top plate and the bottom plate are respectively located at the bottom of the web. On the upper side and the lower side, the horizontal stiffening plate and the vertical stiffening plate are located on the side of the web, and the bottom stiffening plate is located at the bottom of the side of the web.

优选地,所述横向连接组件包括两根横向桁架和两根斜向桁架,两根所述斜向桁架交叉位于两根所述横向桁架之间。Preferably, the transverse connection assembly includes two transverse trusses and two oblique trusses, and the two oblique trusses are located crosswise between the two transverse trusses.

优选地,两根所述横向桁架分别连接在相邻的所述分段梁上。Preferably, the two transverse trusses are respectively connected to the adjacent segmented beams.

优选地,所述横向桁架和所述斜向桁架均包括上弦杆、下弦杆、直腹杆和斜腹杆,所述上弦杆和所述下弦杆通过所述直腹杆和所述斜腹杆连接。Preferably, each of the transverse truss and the oblique truss includes an upper chord, a lower chord, a straight web and a diagonal web, and the upper chord and the lower chord pass through the straight web and the diagonal web connect.

与现有技术相比,上述技术方案具有以下优点:Compared with the prior art, the above technical solution has the following advantages:

本发明所提供的一种曲线型导梁,包括:位于同一水平面内的内导梁和外导梁,内导梁和外导梁为朝同一侧弯曲的曲线型结构,内导梁和外导梁通过横向连接组件连接,当内导梁和外导梁的长度较长时,可选择多组横向连接组件进行连接。由于内导梁和外导梁呈曲线型结构,因此可以适应曲线型桥梁的施工。A curved guide beam provided by the present invention includes: an inner guide beam and an outer guide beam located in the same horizontal plane, the inner guide beam and the outer guide beam are curved structures bent toward the same side, and the inner guide beam and the outer guide beam pass through Transverse connection components are connected. When the length of the inner guide beam and the outer guide beam is long, multiple sets of transverse connection components can be selected for connection. Since the inner guide beam and the outer guide beam are curved structures, they can be adapted to the construction of curved bridges.

附图说明Description of drawings

为了更清楚地说明本发明或现有技术中的技术方案,下面将对实施例或现有技术描述中所需要使用的附图作简单地介绍,显而易见地,下面描述中的附图是本发明的一些实施例,对于本领域普通技术人员来讲,在不付出创造性劳动的前提下,还可以根据这些附图获得其他的附图。In order to illustrate the present invention or the technical solutions in the prior art more clearly, the following briefly introduces the accompanying drawings that are needed in the description of the embodiments or the prior art. Obviously, the drawings in the following description are of the present invention. For some embodiments of the present invention, for those of ordinary skill in the art, other drawings can also be obtained from these drawings without any creative effort.

图1为本发明一种具体实施方式所提供的一种曲线型导梁的俯视结构示意图;Fig. 1 is a top-view structural schematic diagram of a curved guide beam provided by a specific embodiment of the present invention;

图2为图1的主视图;Fig. 2 is the front view of Fig. 1;

图3为图2的爆炸图;Fig. 3 is the exploded view of Fig. 2;

图4为图1的爆炸图;Fig. 4 is the exploded view of Fig. 1;

图5为图1中的横向连接组件的俯视结构示意图;Fig. 5 is a top-view structural schematic diagram of the transverse connection assembly in Fig. 1;

图6为图5中的横向桁架的结构示意图;Fig. 6 is the structural schematic diagram of the transverse truss in Fig. 5;

图7为图5中的斜向桁架的结构示意图。FIG. 7 is a schematic structural diagram of the oblique truss in FIG. 5 .

具体实施方式Detailed ways

为了使本发明的上述目的、特征和优点能够更为明显易懂,下面结合附图对本发明的具体实施方式做详细的说明。In order to make the above objects, features and advantages of the present invention more clearly understood, the specific embodiments of the present invention will be described in detail below with reference to the accompanying drawings.

在以下描述中阐述了具体细节以便于充分理解本发明。但是本发明能够以多种不同于在此描述的其它方式来实施,本领域技术人员可以在不违背本发明内涵的情况下做类似推广。因此本发明不受下面公开的具体实施方式的限制。In the following description, specific details are set forth in order to provide a thorough understanding of the present invention. However, the present invention can be implemented in many other ways different from those described herein, and those skilled in the art can make similar promotions without departing from the connotation of the present invention. Accordingly, the present invention is not limited by the specific embodiments disclosed below.

请参考图1~图7,图1为本发明一种具体实施方式所提供的一种曲线型导梁的俯视结构示意图;图2为图1的主视图;图3为图2的爆炸图;图4为图1的爆炸图;图5为图1中的横向连接组件的俯视结构示意图;图6为图5中的横向桁架的结构示意图;图7为图5中的斜向桁架的结构示意图。Please refer to FIGS. 1 to 7 . FIG. 1 is a schematic top view of a curved guide beam according to a specific embodiment of the present invention; FIG. 2 is a front view of FIG. 1 ; FIG. 3 is an exploded view of FIG. 2 ; Fig. 4 is an exploded view of Fig. 1; Fig. 5 is a schematic top view of the horizontal connection assembly in Fig. 1; Fig. 6 is a schematic structural diagram of the transverse truss in Fig. 5; Fig. 7 is a schematic structural diagram of the oblique truss in Fig. 5 .

本发明的一种具体实施方式提供了一种曲线型导梁,包括:位于同一水平面内的内导梁1和外导梁2,内导梁1和外导梁2为朝同一侧弯曲的曲线型结构,其中内导梁1和外导梁2的弯曲形状优选为圆弧形,内导梁1和外导梁2通过横向连接组件3连接,当内导梁1和外导梁2的长度较长时,可选择多组横向连接组件3进行连接。由于内导梁1和外导梁2呈曲线型结构,因此可以适应曲线型桥梁的施工。A specific embodiment of the present invention provides a curved guide beam, comprising: an inner guide beam 1 and an outer guide beam 2 located in the same horizontal plane, and the inner guide beam 1 and the outer guide beam 2 are curved lines bent toward the same side type structure, wherein the curved shapes of the inner guide beam 1 and the outer guide beam 2 are preferably circular arcs, and the inner guide beam 1 and the outer guide beam 2 are connected by the transverse connection assembly 3. When the length of the inner guide beam 1 and the outer guide beam 2 When longer, multiple sets of transverse connection components 3 can be selected for connection. Since the inner guide beam 1 and the outer guide beam 2 have a curved structure, they can be adapted to the construction of curved bridges.

具体地,内导梁1和外导梁2均包括多段依次连接的分段梁,可知内导梁1和外导梁2均为分体式结构,因此能够根据施工场景,选择相应数量的分段梁来进行组装,以提高导梁的适应性,其中多段分段梁起到了以折代曲的作用,即内导梁1和外导梁2的曲线型结构可由多段梁形成。Specifically, both the inner guide beam 1 and the outer guide beam 2 include a plurality of segmented beams connected in sequence. It can be seen that the inner guide beam 1 and the outer guide beam 2 are both split structures, so a corresponding number of segments can be selected according to the construction scene. Beams are assembled to improve the adaptability of the guide beams, wherein the multi-segmented beams play the role of substituting bending, that is, the curved structures of the inner guide beam 1 and the outer guide beam 2 can be formed by multi-segment beams.

进一步地,相邻的分段梁之间通过连接件可拆卸连接。通过可拆卸连接的方式,能够便于对内导梁1和外导梁2进行维护,而且也便于运输。Further, adjacent segmented beams are detachably connected by connecting pieces. Through the detachable connection, the maintenance of the inner guide beam 1 and the outer guide beam 2 can be facilitated, and the transportation is also convenient.

其中,连接件具体包括连接板6和紧固件7,紧固件优选螺栓,连接板6通过紧固件7与相邻的分段梁连接。在安装时,将连接板6设置在相邻分段梁连接处的外侧,然后将螺栓穿过连接板7和分段梁,即可实现相邻分段梁之间的连接。Wherein, the connecting piece specifically includes a connecting plate 6 and a fastener 7, the fastener is preferably a bolt, and the connecting plate 6 is connected to the adjacent segmented beam through the fastener 7. During installation, the connecting plate 6 is arranged on the outer side of the connection of the adjacent segmented beams, and then the bolts are passed through the connecting plate 7 and the segmented beam to realize the connection between the adjacent segmented beams.

进一步地,在满足安全的前提下,内导梁1和外导梁2的截面从一端至另一端渐缩,即通过变截面的导梁,可有效降低导梁的重量。具体地,内导梁1和外导梁2的截面高度和宽度从一端至另一端线性渐缩,截面较小的一端设有鼻梁。Further, under the premise of satisfying safety, the cross-sections of the inner guide beam 1 and the outer guide beam 2 are tapered from one end to the other end, that is, the weight of the guide beam can be effectively reduced by the guide beam with variable cross-section. Specifically, the section height and width of the inner guide beam 1 and the outer guide beam 2 are linearly tapered from one end to the other end, and the end with the smaller section is provided with a nose bridge.

具体地,内导梁1和外导梁2均包括底板、顶板、水平加劲板、竖向加劲板、底加劲板和腹板,顶板和底板分别位于腹板的上侧和下侧,水平加劲板和竖向加劲板位于腹板的侧面,底加劲板位于腹板侧面的底部,其中水平加劲板、竖向加劲板和底加劲板在腹板的两侧均有设置,各板优选钢板,可通过焊接的方式进行连接。当内导梁1和外导梁2为多段式结构时,每段分段梁均包括底板、顶板、水平加劲板、竖向加劲板、底加劲板和腹板。以4段分段梁为例,分别记为A、B、C、D,其中A段分段梁固定在主梁4上,鼻梁5设置在D段分段梁的末端,由于导梁为变截面结构,高度较高的分段梁可设置数量较多的水平加劲板,具体结构如图3和图4所示:Specifically, both the inner guide beam 1 and the outer guide beam 2 include a bottom plate, a top plate, a horizontal stiffening plate, a vertical stiffening plate, a bottom stiffening plate and a web plate. The plate and the vertical stiffening plate are located on the side of the web, and the bottom stiffening plate is located at the bottom of the side of the web. The horizontal stiffening plate, the vertical stiffening plate and the bottom stiffening plate are arranged on both sides of the web, and each plate is preferably a steel plate. Connections can be made by welding. When the inner guide beam 1 and the outer guide beam 2 are multi-segment structures, each segmented beam includes a bottom plate, a top plate, a horizontal stiffening plate, a vertical stiffening plate, a bottom stiffening plate and a web plate. Take 4 sections of segmented beams as an example, which are marked as A, B, C, and D respectively. The A-section segmented beam is fixed on the main beam 4, and the nose bridge 5 is set at the end of the D-section segmented beam. Sectional structure, a high-height segmented beam can be set with a large number of horizontal stiffening plates, the specific structure is shown in Figure 3 and Figure 4:

A端分段梁包括底板A1、顶板A5、水平加劲板A2、A3、A4、竖向加劲板A6、底板加劲板A7、腹板A8;A-end segmented beams include bottom plate A1, top plate A5, horizontal stiffening plates A2, A3, A4, vertical stiffening plates A6, bottom stiffening plates A7, and web plates A8;

B端分段梁包括底板B1、顶板B4、水平加劲板B2、B3、竖向加劲板B5、底板加劲板B6、腹板B7;B-end segmented beam includes bottom plate B1, top plate B4, horizontal stiffening plates B2, B3, vertical stiffening plate B5, bottom stiffening plate B6, and web plate B7;

C端分段梁包括底板C1、顶板C4、水平加劲板C2、C3、竖向加劲板C5、底板加劲板C6、腹板C7;C-end segmented beam includes bottom plate C1, top plate C4, horizontal stiffening plates C2, C3, vertical stiffening plate C5, bottom stiffening plate C6, and web plate C7;

D端分段梁包括底板D1、顶板D4、水平加劲板D2、D3、竖向加劲板D5、底板加劲板D6、腹板D7。The D-end segmented beam includes the bottom plate D1, the top plate D4, the horizontal stiffening plates D2, D3, the vertical stiffening plate D5, the bottom plate stiffening plate D6, and the web plate D7.

在本发明的一个实施例中,横向连接组件3包括两根横向桁架和两根斜向桁架,两根斜向桁架交叉位于两根横向桁架之间,两根横向桁架的两端分别与内导梁1和外导梁2连接,两根斜向交叉桁架的两端分别连接在两根横向桁架上,横向桁架和斜向桁架优选通过焊接的方式进行连接。In an embodiment of the present invention, the transverse connection component 3 includes two transverse trusses and two oblique trusses, the two oblique trusses are located crosswise between the two transverse trusses, and two ends of the two transverse trusses are connected to the inner guides respectively. The beam 1 and the outer guide beam 2 are connected, the two ends of the two oblique cross trusses are respectively connected to the two transverse trusses, and the transverse truss and the oblique truss are preferably connected by welding.

其中,两根横向桁架分别连接在相邻的分段梁上,例如其中一根横向桁架连接在A段分段梁上,另一根横向桁架连接在B段分段梁上,通过该连接方式。Among them, two transverse trusses are respectively connected to the adjacent segmented beams, for example, one of the transverse trusses is connected to the segmented beam of section A, and the other transverse truss is connected to the segmented beam of section B. Through this connection method .

具体地,横向桁架E、F和斜向桁架G、H均包括上弦杆、下弦杆、直腹杆和斜腹杆,上弦杆和下弦杆通过直腹杆和斜腹杆连接。其中横向桁架E包括一根上弦杆E1、一根下弦杆E2、三根直腹杆E3和两根斜腹杆E4,三根直腹杆E3相互平行等间距位于上弦杆E1和下弦杆E2之间,相邻的直腹杆E3之间设有一根斜腹杆E4,相邻的斜腹杆E4呈八字型设置;斜向桁架包括一根上弦杆G1、一根下弦杆G2、五根直腹杆G3和四根斜腹杆G4,五根直腹杆G3相互平行等间距位于上弦杆G1和下弦杆G2之间,相邻的直腹杆G3之间设有一根斜腹杆G4,相邻的斜腹杆G4呈八字型设置。Specifically, the transverse trusses E and F and the oblique trusses G and H each include upper chords, lower chords, straight webs and inclined webs, and the upper and lower chords are connected by the straight and inclined webs. The transverse truss E includes an upper chord E1, a lower chord E2, three straight webs E3 and two inclined webs E4, and the three straight webs E3 are parallel and equally spaced between the upper chord E1 and the lower chord E2. A diagonal web member E4 is arranged between the adjacent straight web members E3, and the adjacent diagonal web members E4 are arranged in a figure-eight shape; the diagonal truss includes an upper chord member G1, a lower chord member G2, and five straight web members. G3 and four sloping web bars G4, five straight web bars G3 are located between the upper chord G1 and the lower chord G2 in parallel with each other at equal intervals, and a sloping web bar G4 is arranged between the adjacent straight web bars G3. The oblique abdominal rod G4 is set in a figure-eight shape.

需要说明的是,在本文中,诸如术语“包括”、“包含”或者其任何其他变体意在涵盖非排他性的包含,从而使得包括一系列要素的过程、方法、物品或者设备不仅包括那些要素,而且还包括没有明确列出的其他要素,或者是还包括为这种过程、方法、物品或者设备所固有的要素。在没有更多限制的情况下,由语句“包括一个……”限定的要素,并不排除在包括所述要素的过程、方法、物品或者设备中还存在另外的相同要素。It should be noted that, herein, terms such as "comprising", "comprising" or any other variation thereof are intended to encompass non-exclusive inclusion, such that a process, method, article or device comprising a series of elements includes not only those elements , but also other elements not expressly listed or inherent to such a process, method, article or apparatus. Without further limitation, an element qualified by the phrase "comprising a..." does not preclude the presence of additional identical elements in a process, method, article or apparatus that includes the element.

对所公开的实施例的上述说明,使本领域专业技术人员能够实现或使用本发明。对这些实施例的多种修改对本领域的专业技术人员来说将是显而易见的,本文中所定义的一般原理可以在不脱离本发明的精神或范围的情况下,在其它实施例中实现。因此,本发明将不会被限制于本文所示的这些实施例,而是要符合与本文所公开的原理和新颖特点相一致的最宽的范围。The above description of the disclosed embodiments enables any person skilled in the art to make or use the present invention. Various modifications to these embodiments will be readily apparent to those skilled in the art, and the generic principles defined herein may be implemented in other embodiments without departing from the spirit or scope of the invention. Thus, the present invention is not intended to be limited to the embodiments shown herein, but is to be accorded the widest scope consistent with the principles and novel features disclosed herein.

Claims (10)

1. A curved guide beam, comprising: lie in interior nose girder (1) and outer nose girder (2) of same horizontal plane, interior nose girder (1) with outer nose girder (2) are towards the curved line type structure of same side bending, interior nose girder (1) with outer nose girder (2) are connected through horizontal coupling assembling (3).
2. The curved guide beam according to claim 1, characterized in that the inner guide beam (1) and the outer guide beam (2) each comprise a plurality of sections of sequentially connected segmented beams.
3. The curvilinear guide beam according to claim 2 wherein adjacent segmented beams are removably connected by a connector.
4. The curved guide beam according to claim 3, characterized in that the connection comprises a connection plate (6) and a fastener (7), the connection plate (6) being connected to the adjacent segmented beam by means of the fastener (7).
5. The curved guide beam according to claim 1, characterized in that the cross section of the inner guide beam (1) and the outer guide beam (2) is tapered from one end to the other.
6. The curved guide beam according to claim 5, characterized in that the cross-sectional height and width of the inner guide beam (1) and the outer guide beam (2) taper linearly from one end to the other.
7. The curved guide beam according to any one of claims 1 to 6, wherein the inner guide beam (1) and the outer guide beam (2) each comprise a bottom plate, a top plate, horizontal stiffening plates, vertical stiffening plates, bottom stiffening plates and a web, the top plate and the bottom plate being located at the upper side and the lower side of the web, respectively, the horizontal stiffening plates and the vertical stiffening plates being located at the sides of the web, and the bottom stiffening plates being located at the bottom of the sides of the web.
8. The curved guide beam according to claim 2, characterized in that the transverse connection assembly (3) comprises two transverse girders and two diagonal girders, which are crosswise located between the two transverse girders.
9. The curvilinear guide beam according to claim 8 wherein two of the transverse girders are connected to adjacent segmented beams, respectively.
10. The curvilinear guide beam of claim 8 wherein the transverse truss and the diagonal truss each comprise an upper chord, a lower chord, a straight web, and a diagonal web, the upper chord and the lower chord being connected by the straight web and the diagonal web.
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CA2158163A1 (en) * 1993-07-05 1995-01-19 Kurt Jaruzel A form panel with girder(s) having an approximately u-shaped cross section
CN201943009U (en) * 2011-02-22 2011-08-24 北京城建道桥建设集团有限公司 Simple fast-dismounting type steel truss guide beam
CN102720143A (en) * 2012-06-30 2012-10-10 中铁二十三局集团有限公司 Guide beam and installation and disassembly method thereof
CN202672045U (en) * 2012-06-30 2013-01-16 中铁二十三局集团有限公司 Guide beam
CN203905033U (en) * 2014-06-04 2014-10-29 陈伟炳 Reinforced steel plate cofferdam structure
KR20190068679A (en) * 2017-12-09 2019-06-19 권형규 A Form for Bridge Girder Using wrinkled straight form units, Girder and Bridge construction methods by it
CN211340473U (en) * 2019-08-22 2020-08-25 中铁八局集团昆明铁路建设有限公司 Steel guide beam for large-span steel beam pushing construction
CN212270706U (en) * 2020-09-23 2021-01-01 贵州路桥集团有限公司 Curved guide beam

Patent Citations (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CA2158163A1 (en) * 1993-07-05 1995-01-19 Kurt Jaruzel A form panel with girder(s) having an approximately u-shaped cross section
CN201943009U (en) * 2011-02-22 2011-08-24 北京城建道桥建设集团有限公司 Simple fast-dismounting type steel truss guide beam
CN102720143A (en) * 2012-06-30 2012-10-10 中铁二十三局集团有限公司 Guide beam and installation and disassembly method thereof
CN202672045U (en) * 2012-06-30 2013-01-16 中铁二十三局集团有限公司 Guide beam
CN203905033U (en) * 2014-06-04 2014-10-29 陈伟炳 Reinforced steel plate cofferdam structure
KR20190068679A (en) * 2017-12-09 2019-06-19 권형규 A Form for Bridge Girder Using wrinkled straight form units, Girder and Bridge construction methods by it
CN211340473U (en) * 2019-08-22 2020-08-25 中铁八局集团昆明铁路建设有限公司 Steel guide beam for large-span steel beam pushing construction
CN212270706U (en) * 2020-09-23 2021-01-01 贵州路桥集团有限公司 Curved guide beam

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