CN221895535U - A Bailey beam construction truss and slope connection node - Google Patents
A Bailey beam construction truss and slope connection node Download PDFInfo
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- CN221895535U CN221895535U CN202420199425.9U CN202420199425U CN221895535U CN 221895535 U CN221895535 U CN 221895535U CN 202420199425 U CN202420199425 U CN 202420199425U CN 221895535 U CN221895535 U CN 221895535U
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- 238000010276 construction Methods 0.000 title claims abstract description 15
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 19
- 239000010959 steel Substances 0.000 claims abstract description 19
- 230000002787 reinforcement Effects 0.000 claims description 9
- 238000009434 installation Methods 0.000 claims description 5
- 238000010030 laminating Methods 0.000 claims 2
- 238000003466 welding Methods 0.000 claims 1
- 230000003014 reinforcing effect Effects 0.000 abstract description 33
- 238000006073 displacement reaction Methods 0.000 abstract description 6
- 238000010586 diagram Methods 0.000 description 5
- 101100233916 Saccharomyces cerevisiae (strain ATCC 204508 / S288c) KAR5 gene Proteins 0.000 description 2
- 239000002023 wood Substances 0.000 description 2
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- 101100012902 Saccharomyces cerevisiae (strain ATCC 204508 / S288c) FIG2 gene Proteins 0.000 description 1
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Abstract
本实用新型公开了一种贝雷梁建造桁架与边坡连接节点,其包括锥坡和设置在锥坡的顶部的支撑桥台和贝雷梁支撑桁架:所述支撑桥台位于贝雷梁支撑桁架下方,所述横向支撑架的内腔固定连接有多个纵向的竖向支撑架,所述竖向支撑架的两侧均设置有两个对称的加强横架。本实用新型通过将贝雷梁支撑桁架架设在支撑桥台的上方,通过螺栓和螺帽将加强横架固定在竖向支撑架的表面,将固定板固定在支撑桥台的左侧,将卡件固定在加强横架的表面,使连接头一与连接头二固定连接,即可达到可以通过固定组件对贝雷梁和桥台进行连接,避免贝雷梁和桥台之间产生位移和形变较大,导致结构不稳定,提高了钢栈桥牢固度的目的。
The utility model discloses a connection node between a Bailey beam construction truss and a slope, which includes a conical slope and a supporting abutment and a Bailey beam supporting truss arranged on the top of the conical slope: the supporting abutment is located below the Bailey beam supporting truss, the inner cavity of the transverse supporting frame is fixedly connected with a plurality of longitudinal vertical supporting frames, and two symmetrical reinforcing cross frames are arranged on both sides of the vertical supporting frame. The utility model sets up the Bailey beam supporting truss above the supporting abutment, fixes the reinforcing cross frame to the surface of the vertical supporting frame by bolts and nuts, fixes the fixing plate to the left side of the supporting abutment, fixes the clamp to the surface of the reinforcing cross frame, and fixes the first connector to the second connector, so as to achieve the purpose of connecting the Bailey beam and the abutment through the fixing assembly, avoiding large displacement and deformation between the Bailey beam and the abutment, resulting in structural instability, and improving the firmness of the steel trestle.
Description
技术领域Technical Field
本实用新型属于贝雷梁与边坡连接技术领域,特别是涉及一种贝雷梁建造桁架与边坡连接节点。The utility model belongs to the technical field of Bailey beam and slope connection, in particular to a Bailey beam construction truss and slope connection node.
背景技术Background Art
在桥梁工程中,常常需要设置临时钢栈桥,钢栈桥上部结构大多由贝雷梁拼装而成,在钢栈桥架设时,其架设在边坡上时,由于边坡支撑力不足,因此通常需要在边坡上设置桥台对贝雷梁进行支撑。In bridge engineering, it is often necessary to set up temporary steel trestles. The upper structure of steel trestles is mostly assembled from Bailey beams. When the steel trestles are erected on the slope, due to insufficient slope support, it is usually necessary to set abutments on the slope to support the Bailey beams.
目前钢栈桥架设使大多需要在边坡上设置桥台对贝雷梁进行支撑,在对贝雷梁进行架设时,部分情况会将贝雷梁直接放置在桥台上,但是使用后可能会因为贝雷梁的重量较大,导致贝雷梁和桥台之间产生位移和形变,使得结构不稳固,因此需要一种贝雷梁建造桁架与边坡连接节点,可以通过固定组件对贝雷梁和桥台进行连接,避免贝雷梁和桥台之间产生位移和形变较大,导致结构不稳定,提高了钢栈桥的牢固度。At present, the construction of steel trestles mostly requires the installation of abutments on the slope to support the Bailey beam. When the Bailey beam is erected, it is sometimes placed directly on the abutment. However, after use, the Bailey beam may be displaced and deformed between the Bailey beam and the abutment due to its heavy weight, making the structure unstable. Therefore, a Bailey beam is needed to construct a truss connecting the slope. The Bailey beam and the abutment can be connected by a fixed component to avoid large displacement and deformation between the Bailey beam and the abutment, which may lead to structural instability and improve the firmness of the steel trestles.
实用新型内容Utility Model Content
本实用新型的目的是提供一种贝雷梁建造桁架与边坡连接节点,具有可以通过固定组件对贝雷梁和桥台进行连接,避免贝雷梁和桥台之间产生位移和形变较大,导致结构不稳定,提高了钢栈桥牢固度的目的,以解决上述背景技术问题。The purpose of the utility model is to provide a Bailey beam construction truss and slope connection node, which can connect the Bailey beam and the abutment through a fixed component, avoid large displacement and deformation between the Bailey beam and the abutment, resulting in structural instability, and improve the firmness of the steel trestle, so as to solve the above-mentioned background technical problems.
本实用新型解决上述技术问题的技术方案如下:一种贝雷梁建造桁架与边坡连接节点,其包括锥坡和设置在锥坡的顶部的支撑桥台和贝雷梁支撑桁架:所述支撑桥台位于贝雷梁支撑桁架下方,所述横向支撑架的内腔固定连接有多个纵向的竖向支撑架,所述竖向支撑架的两侧均设置有两个对称的加强横架,其中一个所述加强横架的左侧贯穿设置有螺栓,所述螺栓贯穿竖向支撑架与加强横架至加强横架的右侧,所述螺栓的表面螺纹连接有螺帽,所述螺帽位于其中一个所述加强横架的右侧,其中两个加强横架至设置有弹性垫块,所述弹性垫块贴合在两个所述加强横架之间的左侧,所述弹性垫块的右侧设置有板凳支撑架,所述板凳支撑架贴合在竖向支撑架的左侧,所述螺栓贯穿弹性垫块和板凳支撑架,其中一个加强横架的表面套设有卡件,所述卡件的右侧焊接有连接头一,所述卡件的左侧贯穿设置有螺栓,所述螺栓贯穿至卡件的右侧并螺纹连接有连接头一,所述支撑桥台的左侧设置有固定板,所述固定板的左侧焊接有连接头二,所述连接头二与连接头一通过螺栓与螺帽转动连接,所述固定板的左侧贯穿设置有两排对称的紧固螺栓,所述紧固螺栓贯穿至固定板的右侧并与支撑桥台螺纹连接。The technical solution of the utility model for solving the above technical problems is as follows: a Bailey beam construction truss and slope connection node, which includes a tapered slope and a supporting abutment and a Bailey beam supporting truss arranged on the top of the tapered slope: the supporting abutment is located below the Bailey beam supporting truss, the inner cavity of the transverse support frame is fixedly connected with a plurality of longitudinal vertical support frames, two symmetrical reinforcing cross frames are arranged on both sides of the vertical support frame, a bolt is penetrated on the left side of one of the reinforcing cross frames, the bolt penetrates the vertical support frame and the reinforcing cross frame to the right side of the reinforcing cross frame, a nut is threadedly connected on the surface of the bolt, the nut is located on the right side of one of the reinforcing cross frames, two of the reinforcing cross frames are provided with elastic pads, and the elastic pads fit on A bench support frame is arranged on the left side between the two reinforcing cross frames, and the right side of the elastic pad is provided with a bench support frame, and the bench support frame is attached to the left side of the vertical support frame, and the bolt passes through the elastic pad and the bench support frame. A clamp is sleeved on the surface of one of the reinforcing cross frames, and a connector 1 is welded on the right side of the clamp, and a bolt is penetrated on the left side of the clamp, and the bolt penetrates to the right side of the clamp and is threadedly connected with the connector 1, and a fixing plate is arranged on the left side of the supporting abutment, and a connector 2 is welded on the left side of the fixing plate, and the connector 2 is rotatably connected to the connector 1 by bolts and nuts, and two rows of symmetrical fastening bolts are penetrated on the left side of the fixing plate, and the fastening bolts penetrate to the right side of the fixing plate and are threadedly connected to the supporting abutment.
优选的,所述贝雷梁支撑桁架的右侧通过螺栓和螺帽固定连接有两个对称的连接横梁。Preferably, the right side of the Bailey beam support truss is fixedly connected with two symmetrical connecting beams by bolts and nuts.
优选的,所述支撑桥台的上方设置有安装底板,所述安装底板的底部固定连接有固定钢栓,所述固定钢栓的底部与支撑桥台的顶部固定连接,所述安装底板通过固定钢栓固定连接支撑桥台的上方。Preferably, a mounting base plate is provided above the supporting abutment, the bottom of the mounting base plate is fixedly connected with a fixing steel bolt, the bottom of the fixing steel bolt is fixedly connected to the top of the supporting abutment, and the mounting base plate is fixedly connected to the top of the supporting abutment through the fixing steel bolt.
优选的,所述安装底板的顶部设置有方木,所述方木位于贝雷梁支撑桁架的右侧。Preferably, a square timber is provided on the top of the installation base plate, and the square timber is located on the right side of the Bailey beam support truss.
优选的,所述贝雷梁支撑桁架上方设置有桥板,所述锥坡的上方设置有搭板。Preferably, a bridge deck is provided above the Bailey beam support truss, and a buttress plate is provided above the conical slope.
1、本实用新型的有益效果是:本实用新型通过将贝雷梁支撑桁架架设在支撑桥台的上方,通过螺栓和螺帽将加强横架固定在竖向支撑架的表面,将固定板固定在支撑桥台的左侧,将卡件固定在加强横架的表面,使连接头一与连接头二固定连接,即可达到可以通过固定组件对贝雷梁和桥台进行连接,避免贝雷梁和桥台之间产生位移和形变较大,导致结构不稳定,提高了钢栈桥牢固度的目的。1. The beneficial effects of the utility model are as follows: the utility model sets up a Bailey beam support truss above the supporting abutment, fixes the reinforcing cross frame to the surface of the vertical supporting frame by bolts and nuts, fixes the fixing plate to the left side of the supporting abutment, fixes the clamp to the surface of the reinforcing cross frame, and fixes the connector 1 with the connector 2, thereby achieving the purpose of connecting the Bailey beam and the abutment through the fixing assembly, avoiding large displacement and deformation between the Bailey beam and the abutment, resulting in structural instability, and improving the firmness of the steel trestle.
2、本实用新型通过方木的设置,将贝雷梁支撑桁架与支撑桥台隔开,避免贝雷梁支撑桁架与支撑桥台直接接触,防止贝雷梁支撑桁架与支撑桥台直接接触产生摩擦,导致支撑桥台受到损伤,提高了支撑桥台的使用寿命。2. The utility model separates the Bailey beam support truss from the supporting abutment by setting square timber, thereby avoiding direct contact between the Bailey beam support truss and the supporting abutment, preventing friction caused by direct contact between the Bailey beam support truss and the supporting abutment, thereby preventing damage to the supporting abutment and improving the service life of the supporting abutment.
附图说明BRIEF DESCRIPTION OF THE DRAWINGS
其中:in:
图1为本实用新型一种实施例的立体示意图;FIG1 is a perspective schematic diagram of an embodiment of the utility model;
图2为本实用新型一种实施例贝雷梁支撑架的立体示意图;FIG2 is a perspective schematic diagram of a Bailey beam support frame according to an embodiment of the present utility model;
图3为本实用新型一种实施例加强组件的立体拆分示意图;FIG3 is a three-dimensional disassembled schematic diagram of a reinforcement component according to an embodiment of the utility model;
图4为本实用新型一种实施例连接组件的立体拆分示意图;FIG4 is a three-dimensional disassembled schematic diagram of a connecting assembly according to an embodiment of the utility model;
图5为本实用新型一种实施例的正视示意图;FIG5 is a front view schematic diagram of an embodiment of the utility model;
图6为本实用新型一种实施例图3中A点的局部放大图;FIG6 is a partial enlarged view of point A in FIG3 of an embodiment of the utility model;
图7为本实用新型一种实施例图5中B点的局部放大图。FIG. 7 is a partial enlarged view of point B in FIG. 5 of an embodiment of the utility model.
附图中,各标号所代表的部件列表如下:In the accompanying drawings, the components represented by the reference numerals are listed as follows:
1、锥坡,2、支撑桥台,3、贝雷梁支撑桁架,31、横向支撑架,32、竖向支撑架,4、加强横架,51、螺栓,52、螺帽,6、弹性垫块,7、板凳支撑架,81、卡件,82、连接头一,91、固定板,92、连接头二,93、紧固螺栓,10、连接横梁,11、安装底板,12、固定钢栓,13、方木,14、桥板,15、搭板。1. Conical slope, 2. Supporting abutment, 3. Bailey beam supporting truss, 31. Horizontal support frame, 32. Vertical support frame, 4. Strengthening cross frame, 51. Bolts, 52. Nuts, 6. Elastic pads, 7. Bench support frame, 81. Clips, 82. Connector 1, 91. Fixing plate, 92. Connector 2, 93. Fastening bolts, 10. Connecting beam, 11. Installing base plate, 12. Fixing steel bolts, 13. Square timber, 14. Bridge deck, 15. Lap board.
具体实施方式DETAILED DESCRIPTION
在下文中,将参照附图描述本实用新型的贝雷梁建造桁架与边坡连接节点的实施例。Hereinafter, embodiments of a Bailey beam construction truss and a slope connection node of the present invention will be described with reference to the accompanying drawings.
实施例一:Embodiment 1:
图1-7示出本实用新型一种实施例的贝雷梁建造桁架与边坡连接节点,其包括:锥坡1和设置在锥坡1的顶部的支撑桥台2和贝雷梁支撑桁架3:支撑桥台2位于贝雷梁支撑桁架3下方,支撑桥台2的上方设置有安装底板11,安装底板11的底部固定连接有固定钢栓12,固定钢栓12的底部与支撑桥台2的顶部固定连接,安装底板11通过固定钢栓12固定连接支撑桥台2的上方,安装底板11的顶部设置有方木13,方木13位于贝雷梁支撑桁架3的右侧,通过方木13的设置,将贝雷梁支撑桁架3与支撑桥台2隔开,避免贝雷梁支撑桁架3与支撑桥台2直接接触,防止贝雷梁支撑桁架3与支撑桥台2直接接触产生摩擦,导致支撑桥台2受到损伤,提高了支撑桥台2的使用寿命,横向支撑架31的内腔固定连接有多个纵向的竖向支撑架32,竖向支撑架32的两侧均设置有两个对称的加强横架4,其中一个加强横架4的左侧贯穿设置有螺栓51,螺栓51贯穿竖向支撑架32与加强横架4至加强横架4的右侧,螺栓51的表面螺纹连接有螺帽52,螺帽52位于其中一个加强横架4的右侧,其中两个加强横架4至设置有弹性垫块6,弹性垫块6贴合在两个加强横架4之间的左侧,弹性垫块6的右侧设置有板凳支撑架7,板凳支撑架7贴合在竖向支撑架32的左侧,螺栓51贯穿弹性垫块6和板凳支撑架7,其中一个加强横架4的表面套设有卡件81,卡件81的右侧焊接有连接头一82,卡件81的左侧贯穿设置有螺栓51,螺栓51贯穿至卡件81的右侧并螺纹连接有连接头一82,支撑桥台2的左侧设置有固定板91,固定板91的左侧焊接有连接头二92,连接头二92与连接头一82通过螺栓51与螺帽52转动连接,固定板91的左侧贯穿设置有两排对称的紧固螺栓93,紧固螺栓93贯穿至固定板91的右侧并与支撑桥台2螺纹连接。Fig. 1-7 shows a Bailey beam construction truss and slope connection node of an embodiment of the utility model, which includes: a conical slope 1 and a supporting abutment 2 and a Bailey beam supporting truss 3 arranged at the top of the conical slope 1: the supporting abutment 2 is located below the Bailey beam supporting truss 3, and a mounting base plate 11 is arranged above the supporting abutment 2, and a fixing steel bolt 12 is fixedly connected to the bottom of the mounting base plate 11, and the bottom of the fixing steel bolt 12 is fixedly connected to the top of the supporting abutment 2, and the mounting base plate 11 is fixedly connected to the top of the supporting abutment 2 through the fixing steel bolt 12, and a square is arranged on the top of the mounting base plate 11 The square wood 13 is located on the right side of the Bailey beam supporting truss 3. The square wood 13 is arranged to separate the Bailey beam supporting truss 3 from the supporting abutment 2, so as to avoid direct contact between the Bailey beam supporting truss 3 and the supporting abutment 2, and to prevent friction caused by direct contact between the Bailey beam supporting truss 3 and the supporting abutment 2, thereby damaging the supporting abutment 2 and improving the service life of the supporting abutment 2. The inner cavity of the transverse support frame 31 is fixedly connected with a plurality of longitudinal vertical support frames 32. Two symmetrical reinforcing cross frames 4 are arranged on both sides of the vertical support frame 32, and the left side of one of the reinforcing cross frames 4 is provided with a plurality of longitudinal vertical support frames 32. A bolt 51 is provided on the side, and the bolt 51 passes through the vertical support frame 32 and the reinforcing cross frame 4 to the right side of the reinforcing cross frame 4. The surface of the bolt 51 is threadedly connected with a nut 52, and the nut 52 is located on the right side of one of the reinforcing cross frames 4. Two of the reinforcing cross frames 4 are provided with elastic pads 6, and the elastic pads 6 are attached to the left side between the two reinforcing cross frames 4. A bench support frame 7 is provided on the right side of the elastic pads 6, and the bench support frame 7 is attached to the left side of the vertical support frame 32. The bolt 51 passes through the elastic pads 6 and the bench support frame 7. The surface of one of the reinforcing cross frames 4 is sleeved A clamping piece 81 is provided, a connector 82 is welded on the right side of the clamping piece 81, a bolt 51 is penetrated on the left side of the clamping piece 81, the bolt 51 penetrates to the right side of the clamping piece 81 and is threadedly connected with the connector 82, a fixing plate 91 is provided on the left side of the supporting abutment 2, a connector 2 92 is welded on the left side of the fixing plate 91, the connector 2 92 is rotatably connected with the connector 82 through the bolt 51 and the nut 52, two rows of symmetrical fastening bolts 93 are penetrated on the left side of the fixing plate 91, the fastening bolts 93 penetrate to the right side of the fixing plate 91 and are threadedly connected with the supporting abutment 2.
实施例二:Embodiment 2:
图1-7示出本实用新型一种实施例的贝雷梁建造桁架与边坡连接节点,其包括:锥坡1和设置在锥坡1的顶部的支撑桥台2和贝雷梁支撑桁架3:支撑桥台2位于贝雷梁支撑桁架3下方,贝雷梁支撑桁架3的右侧通过螺栓51和螺帽52固定连接有两个对称的连接横梁10,贝雷梁支撑桁架3上方设置有桥板14,锥坡1的上方设置有搭板15,横向支撑架31的内腔固定连接有多个纵向的竖向支撑架32,竖向支撑架32的两侧均设置有两个对称的加强横架4,其中一个加强横架4的左侧贯穿设置有螺栓51,螺栓51贯穿竖向支撑架32与加强横架4至加强横架4的右侧,螺栓51的表面螺纹连接有螺帽52,螺帽52位于其中一个加强横架4的右侧,其中两个加强横架4至设置有弹性垫块6,弹性垫块6贴合在两个加强横架4之间的左侧,弹性垫块6的右侧设置有板凳支撑架7,板凳支撑架7贴合在竖向支撑架32的左侧,螺栓51贯穿弹性垫块6和板凳支撑架7,其中一个加强横架4的表面套设有卡件81,卡件81的右侧焊接有连接头一82,卡件81的左侧贯穿设置有螺栓51,螺栓51贯穿至卡件81的右侧并螺纹连接有连接头一82,支撑桥台2的左侧设置有固定板91,固定板91的左侧焊接有连接头二92,连接头二92与连接头一82通过螺栓51与螺帽52转动连接,固定板91的左侧贯穿设置有两排对称的紧固螺栓93,紧固螺栓93贯穿至固定板91的右侧并与支撑桥台2螺纹连接。Fig. 1-7 shows a connection node between a Bailey beam construction truss and a slope in an embodiment of the utility model, which comprises: a conical slope 1 and a supporting abutment 2 and a Bailey beam supporting truss 3 arranged on the top of the conical slope 1: the supporting abutment 2 is located below the Bailey beam supporting truss 3, and the right side of the Bailey beam supporting truss 3 is fixedly connected with two symmetrical connecting cross beams 10 by bolts 51 and nuts 52, a bridge plate 14 is arranged above the Bailey beam supporting truss 3, and a slat 15 is arranged above the conical slope 1, and the inner cavity of the transverse support frame 31 is fixedly connected with a plurality of longitudinal vertical support frames 32, and two symmetrical reinforcing cross frames 4 are arranged on both sides of the vertical support frame 32, and a bolt 51 is arranged through the left side of one of the reinforcing cross frames 4, and the bolt 51 penetrates the vertical support frame 32 and the reinforcing cross frame 4 to the right side of the reinforcing cross frame 4, and the surface of the bolt 51 is threadedly connected with a nut 52, and the nut 52 is located on the right side of one of the reinforcing cross frames 4. Two of the reinforcing cross frames 4 are provided with elastic pads 6, which are attached to the left side between the two reinforcing cross frames 4, and a bench support frame 7 is provided on the right side of the elastic pad 6, which is attached to the left side of the vertical support frame 32. Bolts 51 penetrate the elastic pads 6 and the bench support frame 7. A clamp 81 is sleeved on the surface of one of the reinforcing cross frames 4, and a connector 82 is welded to the right side of the clamp 81. Bolts 51 are penetrated on the left side of the clamp 81, and the bolts 51 penetrate to the right side of the clamp 81 and are threadedly connected with connector 82. A fixing plate 91 is provided on the left side of the supporting abutment 2, and a connector 2 92 is welded to the left side of the fixing plate 91. Connector 2 92 is rotatably connected to connector 1 82 through bolts 51 and nuts 52. Two rows of symmetrical fastening bolts 93 are penetrated on the left side of the fixing plate 91, and the fastening bolts 93 penetrate to the right side of the fixing plate 91 and are threadedly connected to the supporting abutment 2.
工作原理:本实用新型使用时,使用者通过将安装底板11安装在支撑桥台2的顶部,将贝雷梁支撑桁架3架设在安装底板11的顶部,通过螺栓51、螺帽52和连接横梁10对贝雷梁支撑桁架3进行安装,通过螺栓51、螺帽52和加强横架4对多个对称的竖向支撑架32进行连接,通过紧固螺栓93将固定板91安装在支撑桥台2的左侧,将卡件81套设在其中一个加强横架4的表面,通过螺栓51和螺帽52对卡件81进行固定,通过螺栓51和螺帽52将连接头一82和连接头二92固定连接,即可使支撑桥台2与贝雷梁支撑桁架3固定连接,避免贝雷梁和桥台之间产生位移和形变较大,导致结构不稳定,通过方木13的设置,将贝雷梁支撑桁架3与支撑桥台2隔开,避免贝雷梁支撑桁架3与支撑桥台2直接接触,防止贝雷梁支撑桁架3与支撑桥台2直接接触产生摩擦,导致支撑桥台2受到损伤。Working principle: When the utility model is used, the user installs the installation base plate 11 on the top of the supporting abutment 2, sets up the Bailey beam support truss 3 on the top of the installation base plate 11, installs the Bailey beam support truss 3 through bolts 51, nuts 52 and connecting cross beams 10, connects multiple symmetrical vertical support frames 32 through bolts 51, nuts 52 and reinforcing cross frames 4, installs the fixing plate 91 on the left side of the supporting abutment 2 through tightening bolts 93, sets the clamp 81 on the surface of one of the reinforcing cross frames 4, and connects the Bailey beam support truss 3 through bolts 51, nuts 52 and connecting cross frames 10. By fixing the clamp 81 with the bolts 51 and the nuts 52, and fixing the connector 1 82 and the connector 2 92 with the bolts 51 and the nuts 52, the supporting abutment 2 can be fixedly connected with the Bailey beam supporting truss 3, avoiding large displacement and deformation between the Bailey beam and the abutment, which would lead to structural instability. By setting the square timber 13, the Bailey beam supporting truss 3 is separated from the supporting abutment 2, avoiding direct contact between the Bailey beam supporting truss 3 and the supporting abutment 2, and preventing the Bailey beam supporting truss 3 from directly contacting with the supporting abutment 2 to generate friction, which would cause damage to the supporting abutment 2.
综上所述:该贝雷梁建造桁架与边坡连接节点,通过将贝雷梁支撑桁架3架设在支撑桥台2的上方,通过螺栓51和螺帽52将加强横架4固定在竖向支撑架32的表面,将固定板91固定在支撑桥台2的左侧,将卡件81固定在加强横架4的表面,使连接头一82与连接头二92固定连接,即可达到可以通过固定组件对贝雷梁和桥台进行连接,避免贝雷梁和桥台之间产生位移和形变较大,导致结构不稳定,提高了钢栈桥牢固度的目的。To sum up: the Bailey beam construction truss and the slope connection node are constructed by erecting the Bailey beam support truss 3 above the supporting abutment 2, fixing the reinforcing cross frame 4 to the surface of the vertical support frame 32 by bolts 51 and nuts 52, fixing the fixing plate 91 to the left side of the supporting abutment 2, and fixing the clamp 81 to the surface of the reinforcing cross frame 4, so that the connector 1 82 is fixedly connected to the connector 2 92, so that the Bailey beam and the abutment can be connected through the fixing assembly, avoiding large displacement and deformation between the Bailey beam and the abutment, resulting in structural instability, and improving the firmness of the steel trestle.
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