WO2015024464A1 - Quickly assembled truss for hanging baskets - Google Patents

Quickly assembled truss for hanging baskets Download PDF

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Publication number
WO2015024464A1
WO2015024464A1 PCT/CN2014/084048 CN2014084048W WO2015024464A1 WO 2015024464 A1 WO2015024464 A1 WO 2015024464A1 CN 2014084048 W CN2014084048 W CN 2014084048W WO 2015024464 A1 WO2015024464 A1 WO 2015024464A1
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WO
WIPO (PCT)
Prior art keywords
chord
connecting rod
plane connecting
quick
node shaft
Prior art date
Application number
PCT/CN2014/084048
Other languages
French (fr)
Chinese (zh)
Inventor
高作平
周剑波
陈明祥
张畅
Original Assignee
武汉武大巨成结构股份有限公司
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Publication date
Application filed by 武汉武大巨成结构股份有限公司 filed Critical 武汉武大巨成结构股份有限公司
Publication of WO2015024464A1 publication Critical patent/WO2015024464A1/en

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Classifications

    • EFIXED CONSTRUCTIONS
    • E01CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01DCONSTRUCTION OF BRIDGES, ELEVATED ROADWAYS OR VIADUCTS; ASSEMBLY OF BRIDGES
    • E01D19/00Structural or constructional details of bridges
    • E01D19/10Railings; Protectors against smoke or gases, e.g. of locomotives; Maintenance travellers; Fastening of pipes or cables to bridges
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04CSTRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C3/00Structural elongated elements designed for load-supporting
    • E04C3/005Girders or columns that are rollable, collapsible or otherwise adjustable in length or height
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04GSCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G3/00Scaffolds essentially supported by building constructions, e.g. adjustable in height
    • E04G3/28Mobile scaffolds; Scaffolds with mobile platforms
    • E04G3/30Mobile scaffolds; Scaffolds with mobile platforms suspended by flexible supporting elements, e.g. cables
    • EFIXED CONSTRUCTIONS
    • E01CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01DCONSTRUCTION OF BRIDGES, ELEVATED ROADWAYS OR VIADUCTS; ASSEMBLY OF BRIDGES
    • E01D22/00Methods or apparatus for repairing or strengthening existing bridges ; Methods or apparatus for dismantling bridges
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04CSTRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C3/00Structural elongated elements designed for load-supporting
    • E04C3/02Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces
    • E04C3/04Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal
    • E04C2003/0486Truss like structures composed of separate truss elements
    • E04C2003/0491Truss like structures composed of separate truss elements the truss elements being located in one single surface or in several parallel surfaces

Definitions

  • the present invention relates to a basket truss, and more particularly to a basket truss that can be assembled quickly, and belongs to the technical field of bridge maintenance equipment.
  • the Chinese patent authorization publication number is: CN102635069A
  • the announcement date is: August 15, 2012
  • invention patent discloses a composite bridge truss structure assembly rotating frame, including a bracket, and the bracket is formed into a narrow and wide trapezoidal stable structure.
  • Two bearing seats are fixedly mounted on both ends of the bracket, a frame type platform is arranged in the middle of the bracket, two shafts are fixedly connected on both sides of the frame type platform, and the two bearing housings are connected with the bracket, in the frame
  • the inside of the platform is provided with eight workpieces, and the workpiece is fixed on the frame platform by a pressure plate, and the frame platform can be rotated around the axis by a certain angle on the bracket.
  • the structure of the device is complicated, cannot be assembled and disassembled quickly, and cannot be integrally stretched and unfolded. It is difficult, time-consuming and labor-intensive to assemble and disassemble, occupying a large space, and being inconvenient to transport, which is not conducive to improving the construction efficiency of bridge maintenance.
  • the object of the present invention is to solve the single structure of the hanging basket truss used in the existing bridge maintenance, which cannot be assembled and disassembled quickly, and is difficult and time-consuming to assemble and disassemble, and the space occupied is large, and the defects of transportation are not easy. Insufficient, it is now available as a fast-assembling basket truss that is compact, quick to assemble and disassemble, small in space, easy to transport, easy to use, and reusable.
  • a basket truss that can be quickly assembled, including an upper chord plane connecting rod and a lower chord plane connecting rod, and an end portion of the upper chord plane connecting rod and the lower chord plane connecting rod
  • An abdominal rod is respectively connected, and an upper node shaft bolt is arranged on an outer side of the upper end of the upper chord plane connecting rod and the lower chord plane connecting rod, and a lower node shaft bolt is arranged on the outer side of the upper end of the upper chord plane connecting rod and the lower chord plane connecting rod , the adjacent two upper node shaft bolts and the lower node shaft bolt are hinged by a diagonal web, and the upper joint shaft bolts on the same side are mounted with an upper chord.
  • a lower chord is mounted on the lower node shaft bolt, and an aluminum spring plate is mounted on the upper plane of the upper chord by bolts.
  • the upper chord is equidistantly disposed with a guardrail support, and the guardrail support is vertically installed on the guardrail support, and the guardrail is connected by a plurality of guardrails, and the guardrail is a steel cable or a soft rope, steel Both ends of the cable or the cord are respectively fixed on the upper chord.
  • the end portions of the upper chord and the lower chord are respectively provided with end plates, and the end plates are provided with bolt holes, and the upper chord and the lower chord respectively pass the bolt holes on the end plate and the upper node shaft bolt and the lower node shaft bolt Connected.
  • the inner diameter of the guardrail support is larger than the outer diameter of the guardrail, the bottom end of the guardrail is sleeved into the inner hole of the guardrail support, and the guardrail support and the guardrail are fixed by the screw.
  • the intersecting bars are respectively fixed on the diagonal lines of the rectangular frames formed by the upper chord plane connecting rod, the lower chord plane connecting rod and the webs, and the intersecting rods are made of angle steel.
  • the aluminum springboard is formed by longitudinally and cross-welding of the slotted aluminum material, and a patterned aluminum plate is also laid on the board surface and the bottom of the aluminum springboard.
  • the upper chord and the lower chord are both made of steel pipe, and the guardrail is made of steel pipe or aluminum alloy.
  • the upper node shaft bolt and the lower node shaft bolt are respectively provided with a limit position circlip.
  • the inclined web group of the present invention can be rotated or folded around a node axis by a certain angle, and the upper node shaft bolt is mounted with an upper chord, and the lower node shaft bolt is correspondingly equipped with a lower chord, and the upper chord and the lower string are mounted.
  • a rectangular frame formed by the upper chord connecting rod, the lower chord connecting rod and the web is installed between the rods, forming a space truss structure with quick installation and reasonable force.
  • the invention is provided with an aluminum springboard on the upper plane of the upper chord.
  • the aluminum springboard can not only bear the vertical load, but also has a certain in-plane stiffness, and can play a certain horizontal supporting role on the upper chord.
  • a guardrail is installed through the guardrail support, and the guardrails are connected by a plurality of guardrails to improve the safety protection performance during construction.
  • the invention has compact structure, adopts integral stretching and partial assembling structure, and the inclined web can realize stretching or gathering, which is convenient for quick assembly and disassembly, and has small space occupation, is convenient for transportation and repeated use, and can be widely used. Used for bridge overhaul.
  • FIG. 1 is a schematic view showing the structure of a diagonal web of the present invention when unstretched.
  • FIG. 2 is a schematic structural view of the oblique web of the present invention after stretching and stretching.
  • FIG 3 is a schematic structural view of the oblique web of the present invention after stretching and deploying the upper chord and the lower chord.
  • FIG. 4 is a schematic structural view of the utility model after installing the guard rail and the guard rail.
  • FIG. 5 is a schematic view showing the connection of the upper chord and the upper chord plane connecting rod of the present invention.
  • FIG. 6 is a schematic view showing the connection of the lower chord and the lower chord plane connecting rod of the present invention.
  • FIG. 7 is a schematic structural view of a rectangular frame of the present invention.
  • FIG. 8 is a schematic structural view of a joint shaft bolt connection portion of the present invention.
  • FIG. 9 is a side view of the joint shaft bolt connection portion of the present invention.
  • FIG. 10 is a schematic structural view of the present invention after laying an aluminum springboard.
  • FIG. 11 is a schematic view showing the structure of an end portion of an upper chord and a lower chord according to the present invention.
  • FIG. 12 is a side view of FIG. 11.
  • FIG. 13 is a schematic view showing the end structure of the web of the present invention.
  • FIG. 14 is a side view of FIG. 13.
  • a quick-assembling basket truss of the present invention includes an upper chord plane connecting rod 9 and a lower chord plane connecting rod 10, an end of the upper chord plane connecting rod 9 and the lower chord plane connecting rod 10.
  • An abdominal rod 11 is respectively connected between the upper shaft connecting rod 9 and the lower end of the lower chord connecting rod 10, and the upper node shaft bolt 2 is disposed at the lower end of the upper chord plane connecting rod 9 and the lower chord plane connecting rod 10
  • the lower node shaft bolt 3 is disposed on the outer side, and the adjacent two upper node shaft bolts 2 and the lower node shaft bolt 3 are hinged by the inclined web 1 , and the upper node shaft bolt 2 on the same side is mounted with the upper chord 4
  • a lower chord 5 is mounted on the lower node shaft bolt 3, and an aluminum springboard 15 is attached to the upper plane of the upper chord 4 by bolts.
  • the upper chord 4 is equidistantly disposed with a guardrail support 6, and the guardrail support 6 is vertically mounted with a guardrail 7, a guardrail
  • guard rails 8 are steel cables or cords, and the ends of the ropes or cords are respectively fixed on the upper chord 4.
  • the inner diameter of the guard rail support 6 is larger than the outer diameter of the guard rail 7, and the bottom end of the guard rail 7 is fitted into the inner hole of the guard rail support 6, and the guard rail support 6 and the guard rail 7 are fixed by the screw.
  • the aluminum springboard 15 is formed by cross-welding of the slot-shaped aluminum material, and a pattern aluminum plate is further laid on the board surface and the bottom of the aluminum springboard 15.
  • the upper chord 4 and the lower chord 5 are both made of steel pipe, and the guardrail 7 is made of steel pipe or aluminum alloy.
  • the upper node shaft bolt 2 and the lower node shaft bolt 3 are respectively provided with a limit position circlip 14 .
  • a rectangular frame formed by a web 11, an upper chord plane connecting rod 9, a lower chord plane connecting rod 10, and a web 11 is respectively connected between the end portions of the upper chord plane connecting rod 9 and the lower chord plane connecting rod 10.
  • the cross bars 12 are respectively fixed on the diagonal lines of the rectangular frame.
  • the cross bar 12 is made of angle steel, and the cross bar 12 serves as a support for improving the stability of the rectangular frame.
  • the upper node shaft bolt 2 is disposed on the outer side of the upper end of the upper chord plane connecting rod 9 and the lower chord plane connecting rod 10, and the lower node shaft bolt 3 is provided on the outer side of the lower end of the upper chord plane connecting rod 9 and the lower chord plane connecting rod 10, the upper chord plane
  • the connecting rod 9 and the lower chord plane connecting rod 10 mainly serve to connect.
  • the two adjacent upper node shaft bolts 2 and the lower node shaft bolts 3 are hinged by the inclined web 1 and the formed diagonal web system can be stretched or folded, which is quick and easy to deploy.
  • the upper node shaft bolt 2 on the same side is mounted with the upper chord 4, and the lower node shaft bolt 3 is correspondingly mounted with the lower chord 5.
  • the end portions of the upper chord 4 and the lower chord 5 are respectively provided with end plates, and the end plates are provided with bolt holes, and the upper chord 4 and the lower chord 5 respectively pass the bolt holes on the end plates and the upper node shaft bolts 2 and the lower node shaft bolts 3 phase connection.
  • Both the upper chord 4 and the lower chord 5 are made of steel pipe and have good strength.
  • the upper chord 4 is equidistantly disposed with a guard rail support 6, the inner diameter of the guard rail support 6 is larger than the outer diameter of the guard rail 7, and the bottom end of the guard rail 7 is fitted into the inner hole of the guard rail support 6, and is passed through a screw or The rivet secures the guard rail support 6 and the guard rail 7, and the guard rail 7 is perpendicular to the upper chord 4.
  • the guard rails 7 are connected by a plurality of guard rails 8 and the guard rails 8 are steel cables or cords, and the two ends of the ropes or cords are respectively fixed on the upper chord 4.
  • An aluminum springboard is mounted on the upper plane of the upper chord 4 by bolts, and the aluminum springboard is formed by cross-section welding of the slotted aluminum material, and a pattern aluminum plate is also laid on the surface and the bottom of the aluminum springboard.
  • the aluminum springboard should have a certain in-plane stiffness and horizontal support, which increases the space stiffness of the truss.
  • the basic parameters of the basket platform are finally determined.
  • the calculation of the space truss structure includes material strength check, member yield stress check, node bearing capacity check and overall structural stability check. Due to the uncertainty of the joint characteristics of the nodes and the spatial torsional effect, the finite element simulation of stability is difficult, so the stability of the overall structure is determined by the load test.
  • the invention adopts an overall stretching and partial assembling structure, and the inclined web can realize stretching or gathering, which is convenient for quick assembly and disassembly, and greatly facilitates transportation. It eliminates the need for a traditional hanging basket to be assembled with a large number of bolts. The trivial process saves manpower and is conducive to improving the construction efficiency of bridge overhaul.

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Mechanical Engineering (AREA)
  • Refuge Islands, Traffic Blockers, Or Guard Fence (AREA)
  • Bridges Or Land Bridges (AREA)

Abstract

A quickly assembled truss for hanging baskets, comprising upper cord planar connection rods (9) and lower cord planar connection rods (10); web rods (11) are connected between the ends of the upper cord planar connection rods (9) and the lower cord planar connection rods (10); the upper connection points of the upper cord planar connection rods (9) and the lower cord planar connection rods (10) are provided on the outside with upper node shaft bolts (2), and the lower connection points of the upper cord planar connection rods (9) and the lower cord planar connection rods (10) are provided on the outside with lower node shaft bolts (3); two neighboring upper node shaft bolts (2) and lower node shaft bolts (3) are connected hingely via a diagonal web rod (1); the upper node shaft bolts (2) at the same side are provided with upper cord rods (4), and lower cord rods (5) are correspondingly provided at the lower node shaft bolts (3); the upper plane of the upper cord rods (4) are provided with an aluminum gangplank (15). The truss for hanging baskets has a compact structure, and uses a structure of overall extension and partial assembly. Diagonal web rods can be extended or collapsed for quick assembly and disassembly. The present invention occupies small space, and is suitable for bridge inspection and maintenance.

Description

一种能快速组装的吊篮桁架 技术领域  Hanging basket truss capable of quick assembly
[0001] 本发明涉及一种吊篮桁架, 尤其涉及一种能快速组装的吊篮桁架, 属于桥梁检修设 备技术领域。  [0001] The present invention relates to a basket truss, and more particularly to a basket truss that can be assembled quickly, and belongs to the technical field of bridge maintenance equipment.
背景技术 Background technique
[0002] 随着我国大量新建桥梁工程的推进及旧有桥梁的损伤累计, 目前桥梁检测与加固施 工工程量较大。 虽然目前市场上已有一些专业的吊篮产品出售, 但是它们有一个共同特点: 跨度小, 一般为 5米〜 12米, 售价高, 且无法快速组装, 运输难度大和耗费高, 无法适应桥 梁结构常态化的检测与加固施工要求。 现阶段很多桥梁施工或检测工程中, 大量使用的自制 吊篮平台, 吊篮由各单跨通过节点螺栓拼装而成, 其组装难度较高, 并且不便于运输。 吊篮 通过大量螺栓将众多杆件逐一拼装而成, 螺栓连接工作量大, 且耗时长, 以 28密跨吊篮为 例, 5人同时作业所需拼装时间为 5小时, 不利于提高工程施工效率和节约工程成本。  [0002] With the advancement of a large number of new bridge projects in China and the accumulation of damage to old bridges, the amount of bridge inspection and reinforcement construction is currently large. Although there are some professional hanging basket products on the market, they have one common feature: small span, generally 5 meters to 12 meters, high price, and can not be assembled quickly, difficult to transport and expensive, unable to adapt to the bridge Structural normalization testing and reinforcement construction requirements. At present, in many bridge construction or inspection projects, the self-made basket system is widely used. The baskets are assembled by single bolts through joint bolts, which is difficult to assemble and is not easy to transport. The basket is assembled by assembling a large number of bolts one by one. The bolting work is large and takes a long time. Taking the 28-deep basket as an example, the assembly time required for 5 people to work at the same time is 5 hours, which is not conducive to improving the construction. Efficiency and savings in engineering costs.
[0003] 例如中国专利授权公开号为: CN102635069A, 公告日为: 2012年 8月 15 日发明专 利公开了一种组合桥梁桁架结构组装旋转架, 包括支架, 支架成上窄下宽的梯形稳定结构, 在支架的两端上固定安装有两个轴承座, 在支架的中间设置了一框型平台, 框型平台的两侧 固定连接两个轴, 并且通过两个轴承座与支架连接, 在框型平台的内侧设置有八个工件, 工 件用压板固定在框型平台上, 框型平台在支架上能绕轴旋转一定角度。 但是该装置结构复 杂, 不能快速组装和拆卸, 而且不能整体拉伸展开, 组装和拆卸难度较大、 费时费力, 占用 空间较大, 不便于运输, 不利于提高桥梁检修的施工效率。 [0003] For example, the Chinese patent authorization publication number is: CN102635069A, and the announcement date is: August 15, 2012 invention patent discloses a composite bridge truss structure assembly rotating frame, including a bracket, and the bracket is formed into a narrow and wide trapezoidal stable structure. Two bearing seats are fixedly mounted on both ends of the bracket, a frame type platform is arranged in the middle of the bracket, two shafts are fixedly connected on both sides of the frame type platform, and the two bearing housings are connected with the bracket, in the frame The inside of the platform is provided with eight workpieces, and the workpiece is fixed on the frame platform by a pressure plate, and the frame platform can be rotated around the axis by a certain angle on the bracket. However, the structure of the device is complicated, cannot be assembled and disassembled quickly, and cannot be integrally stretched and unfolded. It is difficult, time-consuming and labor-intensive to assemble and disassemble, occupying a large space, and being inconvenient to transport, which is not conducive to improving the construction efficiency of bridge maintenance.
发明内容 Summary of the invention
[0004] 本发明的目的是针对现有的桥梁检修所用的吊篮桁架结构单一, 不能快速组装和拆 卸, 组装和拆卸难度较大、 费时费力, 而且占用空间较大, 不便于运输的缺陷和不足, 现提 供一种结构紧凑, 能够快速组装和拆卸, 而且占用空间小, 便于运输, 使用方便, 可重复使 用的一种能快速组装的吊篮桁架。  [0004] The object of the present invention is to solve the single structure of the hanging basket truss used in the existing bridge maintenance, which cannot be assembled and disassembled quickly, and is difficult and time-consuming to assemble and disassemble, and the space occupied is large, and the defects of transportation are not easy. Insufficient, it is now available as a fast-assembling basket truss that is compact, quick to assemble and disassemble, small in space, easy to transport, easy to use, and reusable.
[0005] 为实现上述目的, 本发明的技术解决方案是: 一种能快速组装的吊篮桁架, 包括上 弦平面连接杆和下弦平面连接杆, 上弦平面连接杆和下弦平面连接杆的端部之间分别连接有 腹杆, 所述上弦平面连接杆和下弦平面连接杆上端连接处的外侧设置有上节点轴螺栓, 上弦 平面连接杆和下弦平面连接杆下端连接处的外侧设置有下节点轴螺栓, 相邻的两个上节点轴 螺栓和下节点轴螺栓之间通过斜腹杆相铰接, 位于同一侧的上节点轴螺栓上安装有上弦杆, 下节点轴螺栓上对应安装有下弦杆, 上弦杆的上平面上通过螺栓安装有铝跳板。 [0005] In order to achieve the above object, the technical solution of the present invention is: a basket truss that can be quickly assembled, including an upper chord plane connecting rod and a lower chord plane connecting rod, and an end portion of the upper chord plane connecting rod and the lower chord plane connecting rod An abdominal rod is respectively connected, and an upper node shaft bolt is arranged on an outer side of the upper end of the upper chord plane connecting rod and the lower chord plane connecting rod, and a lower node shaft bolt is arranged on the outer side of the upper end of the upper chord plane connecting rod and the lower chord plane connecting rod , the adjacent two upper node shaft bolts and the lower node shaft bolt are hinged by a diagonal web, and the upper joint shaft bolts on the same side are mounted with an upper chord. A lower chord is mounted on the lower node shaft bolt, and an aluminum spring plate is mounted on the upper plane of the upper chord by bolts.
[0006] 所述上弦杆上等间距的设置有护栏支座, 护栏支座上垂直安装有护栏, 护栏之间通 过多根护栏保护索连成整体, 护栏保护索为钢索或软绳, 钢索或软绳的两端分别固定在上弦 杆上。  [0006] The upper chord is equidistantly disposed with a guardrail support, and the guardrail support is vertically installed on the guardrail support, and the guardrail is connected by a plurality of guardrails, and the guardrail is a steel cable or a soft rope, steel Both ends of the cable or the cord are respectively fixed on the upper chord.
[0007] 所述上弦杆和下弦杆的端部分别设置有端板, 端板上开设有螺栓孔, 上弦杆和下弦 杆分别通过端板上的螺栓孔与上节点轴螺栓和下节点轴螺栓相连接。  [0007] The end portions of the upper chord and the lower chord are respectively provided with end plates, and the end plates are provided with bolt holes, and the upper chord and the lower chord respectively pass the bolt holes on the end plate and the upper node shaft bolt and the lower node shaft bolt Connected.
[0008] 所述护栏支座的内孔径大于护栏的外径, 护栏的底端套入护栏支座的内孔, 并通过 螺杆将护栏支座和护栏相固定。  [0008] The inner diameter of the guardrail support is larger than the outer diameter of the guardrail, the bottom end of the guardrail is sleeved into the inner hole of the guardrail support, and the guardrail support and the guardrail are fixed by the screw.
[0009] 所述上弦平面连接杆、 下弦平面连接杆以及腹杆构成的矩形框架的对角线上分别固 定有交叉杆, 交叉杆采用角钢制成。  [0009] The intersecting bars are respectively fixed on the diagonal lines of the rectangular frames formed by the upper chord plane connecting rod, the lower chord plane connecting rod and the webs, and the intersecting rods are made of angle steel.
[0010] 所述铝跳板采用槽型铝材纵横交叉焊接而成, 并且在铝跳板的板面和板底还铺设有 花纹铝板。  [0010] The aluminum springboard is formed by longitudinally and cross-welding of the slotted aluminum material, and a patterned aluminum plate is also laid on the board surface and the bottom of the aluminum springboard.
[0011] 所述上弦杆和下弦杆均由钢管制成, 护栏为钢管或铝合金材质。  [0011] The upper chord and the lower chord are both made of steel pipe, and the guardrail is made of steel pipe or aluminum alloy.
[0012] 所述上节点轴螺栓和下节点轴螺栓上分别设置有限位卡簧。 [0012] The upper node shaft bolt and the lower node shaft bolt are respectively provided with a limit position circlip.
[0013] 本发明的有益效果是: [0013] The beneficial effects of the present invention are:
1、 本发明的斜腹杆组能够分别绕节点轴转动一定角度实现拉伸或收拢, 上节点轴螺栓上安 装有上弦杆, 下节点轴螺栓上对应安装有下弦杆, 并且在上弦杆和下弦杆之间安装有由上弦 平面连接杆、 下弦平面连接杆以及腹杆构成的矩形框架, 形成了安装快捷、 受力合理的空间 桁架结构。  1. The inclined web group of the present invention can be rotated or folded around a node axis by a certain angle, and the upper node shaft bolt is mounted with an upper chord, and the lower node shaft bolt is correspondingly equipped with a lower chord, and the upper chord and the lower string are mounted. A rectangular frame formed by the upper chord connecting rod, the lower chord connecting rod and the web is installed between the rods, forming a space truss structure with quick installation and reasonable force.
[0014] 2、 本发明在上弦杆的上平面上安装有铝跳板, 铝跳板不仅能够承受竖向荷载, 而且 还应具有一定的平面内刚度, 能够起到一定的水平支撑作用, 上弦杆上通过护栏支座安装有 护栏, 护栏之间通过多根护栏保护索连成整体, 提高了施工时的安全防护性能。  [0014] 2. The invention is provided with an aluminum springboard on the upper plane of the upper chord. The aluminum springboard can not only bear the vertical load, but also has a certain in-plane stiffness, and can play a certain horizontal supporting role on the upper chord. A guardrail is installed through the guardrail support, and the guardrails are connected by a plurality of guardrails to improve the safety protection performance during construction.
[0015] 3、 本发明结构紧凑, 采用了整体拉伸、 局部拼装式结构, 斜腹杆能够实现拉伸或收 拢, 便于快速组装和拆卸, 而且占用空间小, 便于运输和重复使用, 能够广泛的运用于桥梁 检修。  [0015] 3. The invention has compact structure, adopts integral stretching and partial assembling structure, and the inclined web can realize stretching or gathering, which is convenient for quick assembly and disassembly, and has small space occupation, is convenient for transportation and repeated use, and can be widely used. Used for bridge overhaul.
附图说明 DRAWINGS
[0016] 图 1是本发明斜腹杆未拉伸展开时的结构示意图。  1 is a schematic view showing the structure of a diagonal web of the present invention when unstretched.
[0017] 图 2是本发明斜腹杆拉伸展开后的结构示意图。 2 is a schematic structural view of the oblique web of the present invention after stretching and stretching.
[0018] 图 3是本发明斜腹杆拉伸展开并安装上弦杆和下弦杆后的结构示意图。  3 is a schematic structural view of the oblique web of the present invention after stretching and deploying the upper chord and the lower chord.
[0019] 图 4是本发明安装护栏和护栏保护索后的结构示意图。 [0020] 图 5是本发明上弦杆和上弦平面连接杆的连接示意图。 4 is a schematic structural view of the utility model after installing the guard rail and the guard rail. [0020] FIG. 5 is a schematic view showing the connection of the upper chord and the upper chord plane connecting rod of the present invention.
[0021] 图 6是本发明下弦杆和下弦平面连接杆的连接示意图。  [0021] FIG. 6 is a schematic view showing the connection of the lower chord and the lower chord plane connecting rod of the present invention.
[0022] 图 7是本发明矩形框架的结构示意图。  7 is a schematic structural view of a rectangular frame of the present invention.
[0023] 图 8是本发明上节点轴螺栓连接部位的结构示意图。  8 is a schematic structural view of a joint shaft bolt connection portion of the present invention.
[0024] 图 9是本发明上节点轴螺栓连接部位的侧面示意图。  9 is a side view of the joint shaft bolt connection portion of the present invention.
[0025] 图 10是本发明铺设铝跳板后的结构示意图。  10 is a schematic structural view of the present invention after laying an aluminum springboard.
[0026] 图 11是本发明上弦杆、 下弦杆的端部结构示意图。  11 is a schematic view showing the structure of an end portion of an upper chord and a lower chord according to the present invention.
[0027] 图 12是图 11的侧面示意图。  12 is a side view of FIG. 11.
[0028] 图 13是本发明腹杆的端部结构示意图。  13 is a schematic view showing the end structure of the web of the present invention.
[0029] 图 14是图 13的侧面示意图。  14 is a side view of FIG. 13.
[0030] 图中: 斜腹杆 1, 上节点轴螺栓 2, 下节点轴螺栓 3, 上弦杆 4, 下弦杆 5, 护栏支座 6, 护栏 7, 护栏保护索 8, 上弦平面连接杆 9, 下弦平面连接杆 10, 腹杆 11, 交叉杆 12, 移动轮 13, 限位卡簧 14, 铝跳板 15。  [0030] In the figure: the inclined web 1, the upper node shaft bolt 2, the lower node shaft bolt 3, the upper chord 4, the lower chord 5, the guard rail support 6, the guardrail 7, the guard rail protection cable 8, the upper chord plane connecting rod 9, The lower chord plane connecting rod 10, the web rod 11, the cross rod 12, the moving wheel 13, the limit retaining spring 14, the aluminum spring board 15.
具体实 i ¾r式 Concrete i 3⁄4r
[0031] 以下结合附图说明和具体实施方式对本发明作进一步的详细描述。  [0031] The present invention will be further described in detail below with reference to the accompanying drawings and specific embodiments.
[0032] 参见图 1至图 14, 本发明的一种能快速组装的吊篮桁架, 包括上弦平面连接杆 9和 下弦平面连接杆 10, 上弦平面连接杆 9和下弦平面连接杆 10的端部之间分别连接有腹杆 11, 所述上弦平面连接杆 9和下弦平面连接杆 10上端连接处的外侧设置有上节点轴螺栓 2, 上弦平面连接杆 9和下弦平面连接杆 10下端连接处的外侧设置有下节点轴螺栓 3, 相邻 的两个上节点轴螺栓 2和下节点轴螺栓 3之间通过斜腹杆 1相铰接, 位于同一侧的上节点轴 螺栓 2上安装有上弦杆 4, 下节点轴螺栓 3上对应安装有下弦杆 5, 上弦杆 4的上平面上通 过螺栓安装有铝跳板 15。  1 to 14, a quick-assembling basket truss of the present invention includes an upper chord plane connecting rod 9 and a lower chord plane connecting rod 10, an end of the upper chord plane connecting rod 9 and the lower chord plane connecting rod 10. An abdominal rod 11 is respectively connected between the upper shaft connecting rod 9 and the lower end of the lower chord connecting rod 10, and the upper node shaft bolt 2 is disposed at the lower end of the upper chord plane connecting rod 9 and the lower chord plane connecting rod 10 The lower node shaft bolt 3 is disposed on the outer side, and the adjacent two upper node shaft bolts 2 and the lower node shaft bolt 3 are hinged by the inclined web 1 , and the upper node shaft bolt 2 on the same side is mounted with the upper chord 4 A lower chord 5 is mounted on the lower node shaft bolt 3, and an aluminum springboard 15 is attached to the upper plane of the upper chord 4 by bolts.
[0033] 所述上弦杆 4上等间距的设置有护栏支座 6, 护栏支座 6上垂直安装有护栏 7, 护栏 [0033] The upper chord 4 is equidistantly disposed with a guardrail support 6, and the guardrail support 6 is vertically mounted with a guardrail 7, a guardrail
7之间通过多根护栏保护索 8连成整体, 护栏保护索 8为钢索或软绳, 钢索或软绳的两端分 别固定在上弦杆 4上。 7 is connected to the whole by a plurality of guard rails 8 and the guard rails 8 are steel cables or cords, and the ends of the ropes or cords are respectively fixed on the upper chord 4.
[0034] 所述上弦杆 4和下弦杆 5的端部分别设置有端板, 端板上开设有螺栓孔, 上弦杆 4 和下弦杆 5分别通过端板上的螺栓孔与上节点轴螺栓 2和下节点轴螺栓 3相连接。  [0034] The end portions of the upper chord 4 and the lower chord 5 are respectively provided with end plates, and the end plates are provided with bolt holes, and the upper chord 4 and the lower chord 5 respectively pass the bolt holes on the end plates and the upper node shaft bolts 2 It is connected to the lower node shaft bolt 3.
[0035] 所述护栏支座 6的内孔径大于护栏 7的外径, 护栏 7的底端套入护栏支座 6的内 孔, 并通过螺杆将护栏支座 6和护栏 7相固定。 [0035] The inner diameter of the guard rail support 6 is larger than the outer diameter of the guard rail 7, and the bottom end of the guard rail 7 is fitted into the inner hole of the guard rail support 6, and the guard rail support 6 and the guard rail 7 are fixed by the screw.
[0036] 所述上弦平面连接杆 9、 下弦平面连接杆 10以及腹杆 11构成的矩形框架的对角线上 分别固定有交叉杆 12, 交叉杆 12采用角钢制成。 [0036] The diagonal line of the rectangular frame formed by the upper chord plane connecting rod 9, the lower chord plane connecting rod 10 and the web 11 Cross bars 12 are fixed respectively, and the cross bars 12 are made of angle steel.
[0037] 所述铝跳板 15采用槽型铝材纵横交叉焊接而成, 并且在铝跳板 15的板面和板底还 铺设有花纹铝板。  [0037] The aluminum springboard 15 is formed by cross-welding of the slot-shaped aluminum material, and a pattern aluminum plate is further laid on the board surface and the bottom of the aluminum springboard 15.
[0038] 所述上弦杆 4和下弦杆 5均由钢管制成, 护栏 7为钢管或铝合金材质。  [0038] The upper chord 4 and the lower chord 5 are both made of steel pipe, and the guardrail 7 is made of steel pipe or aluminum alloy.
[0039] 所述上节点轴螺栓 2和下节点轴螺栓 3上分别设置有限位卡簧 14。  [0039] The upper node shaft bolt 2 and the lower node shaft bolt 3 are respectively provided with a limit position circlip 14 .
[0040] 参见图 3, 上弦平面连接杆 9和下弦平面连接杆 10的端部之间分别连接有腹杆 11, 上弦平面连接杆 9、 下弦平面连接杆 10以及腹杆 11构成的矩形框架, 并且在矩形框架的对 角线上分别固定有交叉杆 12。 交叉杆 12采用角钢制成, 交叉杆 12起到支撑作用, 提高矩 形框架的稳定性。 上弦平面连接杆 9和下弦平面连接杆 10上端连接处的外侧设置有上节点 轴螺栓 2, 上弦平面连接杆 9和下弦平面连接杆 10下端连接处的外侧设置有下节点轴螺栓 3, 上弦平面连接杆 9和下弦平面连接杆 10主要起连接作用。 相邻的两个上节点轴螺栓 2和 下节点轴螺栓 3之间通过斜腹杆 1相铰接, 所形成的斜腹杆体系能够拉伸或收拢, 展开时方 便快捷。  [0040] Referring to FIG. 3, a rectangular frame formed by a web 11, an upper chord plane connecting rod 9, a lower chord plane connecting rod 10, and a web 11 is respectively connected between the end portions of the upper chord plane connecting rod 9 and the lower chord plane connecting rod 10. And the cross bars 12 are respectively fixed on the diagonal lines of the rectangular frame. The cross bar 12 is made of angle steel, and the cross bar 12 serves as a support for improving the stability of the rectangular frame. The upper node shaft bolt 2 is disposed on the outer side of the upper end of the upper chord plane connecting rod 9 and the lower chord plane connecting rod 10, and the lower node shaft bolt 3 is provided on the outer side of the lower end of the upper chord plane connecting rod 9 and the lower chord plane connecting rod 10, the upper chord plane The connecting rod 9 and the lower chord plane connecting rod 10 mainly serve to connect. The two adjacent upper node shaft bolts 2 and the lower node shaft bolts 3 are hinged by the inclined web 1 and the formed diagonal web system can be stretched or folded, which is quick and easy to deploy.
[0041] 位于同一侧的上节点轴螺栓 2上安装有上弦杆 4, 下节点轴螺栓 3上对应安装有下弦 杆 5。 上弦杆 4和下弦杆 5的端部分别设置有端板, 端板上开设有螺栓孔, 上弦杆 4和下弦 杆 5分别通过端板上的螺栓孔与上节点轴螺栓 2和下节点轴螺栓 3相连接。 上弦杆 4和下弦 杆 5均由钢管制成, 具有较好的强度。  [0041] The upper node shaft bolt 2 on the same side is mounted with the upper chord 4, and the lower node shaft bolt 3 is correspondingly mounted with the lower chord 5. The end portions of the upper chord 4 and the lower chord 5 are respectively provided with end plates, and the end plates are provided with bolt holes, and the upper chord 4 and the lower chord 5 respectively pass the bolt holes on the end plates and the upper node shaft bolts 2 and the lower node shaft bolts 3 phase connection. Both the upper chord 4 and the lower chord 5 are made of steel pipe and have good strength.
[0042] 上弦杆 4上等间距的设置有护栏支座 6, 护栏支座 6的内孔径大于护栏 7的外径, 护 栏 7的底端套入护栏支座 6的内孔, 并通过螺杆或铆钉将护栏支座 6和护栏 7相固定, 护栏 7与上弦杆 4相垂直。 护栏 7之间通过多根护栏保护索 8连成整体, 护栏保护索 8为钢索或 软绳, 钢索或软绳的两端分别固定在上弦杆 4上。  [0042] The upper chord 4 is equidistantly disposed with a guard rail support 6, the inner diameter of the guard rail support 6 is larger than the outer diameter of the guard rail 7, and the bottom end of the guard rail 7 is fitted into the inner hole of the guard rail support 6, and is passed through a screw or The rivet secures the guard rail support 6 and the guard rail 7, and the guard rail 7 is perpendicular to the upper chord 4. The guard rails 7 are connected by a plurality of guard rails 8 and the guard rails 8 are steel cables or cords, and the two ends of the ropes or cords are respectively fixed on the upper chord 4.
[0043] 上弦杆 4的上平面上通过螺栓安装有铝跳板, 铝跳板采用槽型铝材纵横交叉焊接而 成, 并且在铝跳板的板面和板底还铺设有花纹铝板。 铝跳板除了能承受竖向荷载外还应具有 一定的平面内刚度, 兼有水平支撑的作用, 增加了桁架的空间刚度。  [0043] An aluminum springboard is mounted on the upper plane of the upper chord 4 by bolts, and the aluminum springboard is formed by cross-section welding of the slotted aluminum material, and a pattern aluminum plate is also laid on the surface and the bottom of the aluminum springboard. In addition to the vertical load, the aluminum springboard should have a certain in-plane stiffness and horizontal support, which increases the space stiffness of the truss.
[0044] 依据以上设计思路, 以有限元模型的整体优化及节点承载性能计算为依据, 结合载 荷试验验证, 以最终确定吊篮平台的基本参数。 空间桁架结构的验算包括材料强度验算、 杆 件屈服应力验算、 节点承载力验算及整体结构稳定性验算。 由于节点连接特性及空间扭转效 应的不确定性, 稳定性的有限元仿真难度较大, 因此整体结构的稳定性借助载荷试验确定。  [0044] According to the above design ideas, based on the overall optimization of the finite element model and the calculation of the node bearing performance, combined with the load test verification, the basic parameters of the basket platform are finally determined. The calculation of the space truss structure includes material strength check, member yield stress check, node bearing capacity check and overall structural stability check. Due to the uncertainty of the joint characteristics of the nodes and the spatial torsional effect, the finite element simulation of stability is difficult, so the stability of the overall structure is determined by the load test.
[0045] 本发明采用了整体拉伸、 局部拼装式结构, 斜腹杆能够实现拉伸或收拢, 便于快速 组装和拆卸, 极大的方便了运输。 省去了传统吊篮需要用大量螺栓将众多杆件逐一拼装的繁 琐工序, 从而节省了人力, 有利于提高桥梁检修的施工效率。 [0045] The invention adopts an overall stretching and partial assembling structure, and the inclined web can realize stretching or gathering, which is convenient for quick assembly and disassembly, and greatly facilitates transportation. It eliminates the need for a traditional hanging basket to be assembled with a large number of bolts. The trivial process saves manpower and is conducive to improving the construction efficiency of bridge overhaul.

Claims

权 利 要 求 书 Claim
1. 一种能快速组装的吊篮桁架, 包括上弦平面连接杆 (9) 和下弦平面连接杆 (10), 上弦 平面连接杆 (9) 和下弦平面连接杆 (10) 的端部之间分别连接有腹杆 (11), 其特征在于: 所述上弦平面连接杆 (9) 和下弦平面连接杆 (10) 上端连接处的外侧设置有上节点轴螺栓 1. A quick-assembling basket truss comprising a winding plane connecting rod (9) and a lower chord connecting rod (10), respectively, between the upper chord plane connecting rod (9) and the lower chord plane connecting rod (10) Connected with a web (11), characterized in that: an upper node shaft bolt is arranged on the outer side of the upper end of the upper chord plane connecting rod (9) and the lower chord plane connecting rod (10)
(2), 上弦平面连接杆 (9) 和下弦平面连接杆 (10) 下端连接处的外侧设置有下节点轴螺 栓 (3), 相邻的两个上节点轴螺栓 (2) 和下节点轴螺栓 (3) 之间通过斜腹杆 (1) 相铰 接, 位于同一侧的上节点轴螺栓 (2) 上安装有上弦杆 (4), 下节点轴螺栓 (3) 上对应安装 有下弦杆 (5), 上弦杆 (4) 的上平面上通过螺栓安装有铝跳板 (15)。 (2), the lower node joint bolt (9) and the lower chord plane connecting rod (10) are provided with a lower node shaft bolt (3) on the outer side of the lower end joint, two adjacent upper node shaft bolts (2) and the lower node shaft The bolts (3) are hinged by the inclined webs (1), the upper joint shaft bolts (2) on the same side are mounted with the upper chord (4), and the lower joint shaft bolts (3) are correspondingly equipped with the lower chords ( 5) An aluminum springboard (15) is attached to the upper plane of the upper chord (4) by bolts.
2. 根据权利要求 1所述的一种能快速组装的吊篮桁架, 其特征在于: 所述上弦杆 (4) 上等 间距的设置有护栏支座 (6), 护栏支座 (6) 上垂直安装有护栏 (7), 护栏 (7) 之间通过多 根护栏保护索 (8) 连成整体, 护栏保护索 (8) 为钢索或软绳, 钢索或软绳的两端分别固定 在上弦杆 (4) 上。  2. A quick-assembling basket truss according to claim 1, characterized in that: the upper chord (4) is equidistantly arranged with a guard support (6), the guard support (6) Vertically installed with guardrails (7), the guardrails (7) are connected by a plurality of guardrails (8), and the guardrails (8) are steel cables or cords, and the two ends of the ropes or cords are respectively fixed. On the upper chord (4).
3. 根据权利要求 1所述的一种能快速组装的吊篮桁架, 其特征在于: 所述上弦杆 (4) 和下 弦杆 (5) 的端部分别设置有端板, 端板上开设有螺栓孔, 上弦杆 (4) 和下弦杆 (5) 分别 通过端板上的螺栓孔与上节点轴螺栓 (2) 和下节点轴螺栓 (3) 相连接。  3. The quick-assembling basket truss according to claim 1, wherein: the ends of the upper chord (4) and the lower chord (5) are respectively provided with end plates, and the end plates are opened The bolt holes, upper chord (4) and lower chord (5) are connected to the upper node shaft bolt (2) and the lower node shaft bolt (3) via bolt holes on the end plate, respectively.
4. 根据权利要求 1所述的一种能快速组装的吊篮桁架, 其特征在于: 所述护栏支座 (6) 的 内孔径大于护栏 (7) 的外径, 护栏 (7) 的底端套入护栏支座 (6) 的内孔, 并通过螺杆将 护栏支座 (6) 和护栏 (7) 相固定。  4. A quick-assembling basket truss according to claim 1, wherein: the inner diameter of the guard rail support (6) is larger than the outer diameter of the guard rail (7), and the bottom end of the guard rail (7) Insert the inner hole of the guardrail support (6) and secure the guardrail support (6) and the guardrail (7) with the screw.
5. 根据权利要求 1所述的一种能快速组装的吊篮桁架, 其特征在于: 所述上弦平面连接杆 (9)、 下弦平面连接杆 (10) 以及腹杆 (11) 构成的矩形框架的对角线上分别固定有交叉杆 (12), 交叉杆 (12) 采用角钢制成。  5. A quick-assembling basket truss according to claim 1, characterized by: a rectangular frame formed by the upper chord plane connecting rod (9), the lower chord plane connecting rod (10) and the web (11) The cross bars (12) are fixed on the diagonal lines, and the cross bars (12) are made of angle steel.
6. 根据权利要求 1所述的一种能快速组装的吊篮桁架, 其特征在于: 所述铝跳板 (15) 采 用槽型铝材纵横交叉焊接而成, 并且在铝跳板 (15) 的板面和板底还铺设有花纹铝板。 6. The quick-assembling basket truss according to claim 1, wherein: the aluminum springboard (15) is formed by slot-and-iron aluminum cross-over welding, and the board of the aluminum springboard (15) The surface and the bottom of the board are also covered with patterned aluminum plates.
7. 根据权利要求 1所述的一种能快速组装的吊篮桁架, 其特征在于: 所述上弦杆 (4) 和下 弦杆 (5) 均由钢管制成, 护栏 (7) 为钢管或铝合金材质。 7. The quick-assembling basket truss according to claim 1, wherein: the upper chord (4) and the lower chord (5) are made of steel pipe, and the guardrail (7) is steel pipe or aluminum. Alloy material.
8. 根据权利要求 1所述的一种能快速组装的吊篮桁架, 其特征在于: 所述上节点轴螺栓 (2) 和下节点轴螺栓 (3) 上分别设置有限位卡簧 (14)。  8. The quick-assembling basket truss according to claim 1, wherein: the upper node shaft bolt (2) and the lower node shaft bolt (3) are respectively provided with a limit position circlip (14) .
PCT/CN2014/084048 2013-08-21 2014-08-10 Quickly assembled truss for hanging baskets WO2015024464A1 (en)

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