CN110439107A - A ground three-dimensional assembly method of space pipe truss - Google Patents

A ground three-dimensional assembly method of space pipe truss Download PDF

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Publication number
CN110439107A
CN110439107A CN201910703728.3A CN201910703728A CN110439107A CN 110439107 A CN110439107 A CN 110439107A CN 201910703728 A CN201910703728 A CN 201910703728A CN 110439107 A CN110439107 A CN 110439107A
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Prior art keywords
truss
ground
space
space pipe
pipe truss
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Pending
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CN201910703728.3A
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Chinese (zh)
Inventor
白海
黄伟
王虎
刘冠杰
马圣钧
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MCC Shanghai Steel Structure Technology Co Ltd
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MCC Shanghai Steel Structure Technology Co Ltd
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Priority to CN201910703728.3A priority Critical patent/CN110439107A/en
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    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04BGENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/18Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
    • E04B1/19Three-dimensional [3D] framework structures
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04BGENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/35Extraordinary methods of construction, e.g. lift-slab, jack-block

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Physics & Mathematics (AREA)
  • Electromagnetism (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Ladders (AREA)

Abstract

本发明具体是一种空间管桁架地面立体拼装方法;其特征是:包括垂直爬梯(1)、高空水平通道(2)、可调节牛腿(3)、防坠器(4)、刚性系杆(5)、斜支撑(6)、马凳(7)、地梁(8)、立柱(9)、柔性柱间支撑(10);还包括下述步骤:在地面组装成单片整体;将组装完成的单片整体树立,安装刚性系杆和柔性柱间支撑,形成一个稳定的结构体系;安装高空水平通道,至此完成整个拼装胎架体系的安装;吊运空间管桁架下弦杆于马凳上;吊运空间管桁架上弦杆于可调节牛腿上;吊运空间管桁架斜腹杆,完成整个空间桁架的焊接;整体吊离空间管桁架。本立体拼装方法方便拆装和调节,可以做到重复使用,并能够根据空间桁架的类型进行灵活调节。

Specifically, the invention is a three-dimensional assembling method for space pipe trusses on the ground; its features are: including vertical ladders (1), high-altitude horizontal passages (2), adjustable corbels (3), fall arresters (4), and rigid tie rods (5), oblique supports (6), horse stools (7), ground beams (8), upright columns (9), flexible inter-column supports (10); the following steps are also included: assembling into a monolithic whole on the ground; The assembled single piece is erected as a whole, and rigid tie rods and flexible inter-column supports are installed to form a stable structural system; high-altitude horizontal passages are installed to complete the installation of the entire assembled tire frame system; the lower chord of the space pipe truss is lifted to the horse bench Above; lifting the upper chord of the space pipe truss on the adjustable corbel; lifting the diagonal rod of the space pipe truss to complete the welding of the entire space truss; hoisting the space pipe truss as a whole. The three-dimensional assembling method is convenient for disassembly and adjustment, can be used repeatedly, and can be flexibly adjusted according to the type of the space truss.

Description

一种空间管桁架地面立体拼装方法A ground three-dimensional assembly method of space pipe truss

技术领域technical field

本发明涉及钢结构施工领域,具体是一种空间管桁架地面立体拼装方法。The invention relates to the field of steel structure construction, in particular to a ground three-dimensional assembling method of a space pipe truss.

背景技术Background technique

近年来随着钢结构的发展,大空间钢结构建筑越来越多,而大空间钢结构建筑的结构形式多采用空间管桁架钢结构,大跨度空间管桁架的体型较大(高度和宽度多大于5m)。这类桁架的施工方法多采用地面拼装、分段吊装,而地面拼装方法多种多样,大部分不成系统,无法高效保质保量的完成管桁架的拼装。In recent years, with the development of steel structures, there are more and more large-space steel structure buildings, and the structural form of large-space steel structure buildings mostly adopts space pipe truss steel structures, and the large-span space pipe trusses are larger in size (height and width are more greater than 5m). The construction methods of this type of truss mostly use ground assembly and segmental hoisting, and there are various ground assembly methods, most of which are not systematic, and cannot complete the assembly of pipe trusses efficiently and with quality and quantity.

发明内容Contents of the invention

本发明的目的在于克服上述缺陷,提供一种快速实现空间管桁架地面拼装的同时,保证拼装支撑系统的安全可靠和桁架拼装质量的空间管桁架地面立体拼装方法。The purpose of the present invention is to overcome the above-mentioned defects, and provide a three-dimensional ground assembling method for space pipe trusses that can quickly realize the ground assembly of space pipe trusses while ensuring the safety and reliability of the assembled support system and the quality of truss assembly.

为了达到上述目的,本发明是这样实现的:In order to achieve the above object, the present invention is achieved in that:

一种空间管桁架地面立体拼装方法,包括垂直爬梯、高空水平通道、可调节牛腿、防坠器、刚性系杆、斜支撑、马凳、地梁、立柱、柔性柱间支撑;还包括下述步骤:A three-dimensional ground assembly method for space pipe trusses, including vertical ladders, high-altitude horizontal passages, adjustable corbels, fall arresters, rigid tie rods, oblique supports, horse stools, ground beams, columns, and flexible inter-column supports; The above steps:

步骤1、在地面将立柱、地梁、斜支撑、可调节牛腿、垂直爬梯、防坠器、马凳组装成单片整体;Step 1. Assemble the column, ground beam, oblique support, adjustable corbel, vertical ladder, fall arrester, and horse stool into a single piece on the ground;

步骤2、将步骤1组装完成的单片整体树立,安装刚性系杆和柔性柱间支撑,形成一个稳定的结构体系;Step 2. Set up the single piece assembled in step 1 as a whole, and install rigid tie rods and flexible inter-column supports to form a stable structural system;

步骤3、安装高空水平通道,至此完成整个拼装胎架体系的安装;Step 3, install the high-altitude horizontal channel, and complete the installation of the entire assembled tire rack system;

步骤4、吊运空间管桁架下弦杆于马凳上;Step 4. Lift the lower chord of the space pipe truss on the horse stool;

步骤5、吊运空间管桁架上弦杆于可调节牛腿上;Step 5. Lift the upper chord of the space pipe truss on the adjustable corbel;

步骤6、吊运空间管桁架斜腹杆,完成整个空间桁架的焊接;Step 6, hoisting the diagonal members of the space pipe truss to complete the welding of the entire space truss;

步骤7、整体吊离空间管桁架。Step 7, hoisting the space tube truss as a whole.

本立体拼装方法,通过支撑柱系统、纵向刚性系杆、柱间柔性支撑、地梁、斜支撑、可调节牛腿组合而成的排架式支撑系统,各个组件之间通过螺栓连接,方便拆装和调节,可以做到重复使用,并能够根据空间桁架的类型进行灵活调节,实现快速组装、快速调节、重复周转使用的效果。This three-dimensional assembly method is a bent support system composed of support column system, longitudinal rigid tie rod, flexible support between columns, ground beam, oblique support and adjustable corbel. The components are connected by bolts to facilitate disassembly. It can be installed and adjusted repeatedly, and can be flexibly adjusted according to the type of space truss to achieve the effects of quick assembly, quick adjustment, and repeated turnover.

附图说明Description of drawings

图1为该支撑体系示意图。Figure 1 is a schematic diagram of the support system.

图2为该支撑系统组件示意图。Figure 2 is a schematic diagram of the support system components.

图3为该支撑系统主要节点图一。Figure 3 is the main node diagram 1 of the support system.

图4为该支撑系统主要节点图二。Figure 4 is the second main node diagram of the support system.

具体实施方式Detailed ways

以下通过具体实施例进一步说明本发明。The present invention is further illustrated below by specific examples.

如图1~图4所示,、一种空间管桁架地面立体拼装方法,包括垂直爬梯1、高空水平通道2、可调节牛腿3、防坠器4、刚性系杆5、斜支撑6、马凳7、地梁8、立柱9、柔性柱间支撑10;还包括下述步骤:As shown in Figures 1 to 4, a three-dimensional assembly method for space pipe trusses on the ground, including vertical ladders 1, high-altitude horizontal passages 2, adjustable corbels 3, fall arresters 4, rigid tie rods 5, oblique supports 6, Horse stool 7, ground beam 8, column 9, support 10 between flexible columns; also include the following steps:

步骤1、在地面将立柱9、地梁8、斜支撑6、可调节牛腿3、垂直爬梯1、防坠器5、马凳7组装成单片整体;Step 1. Assemble the column 9, the ground beam 8, the oblique support 6, the adjustable corbel 3, the vertical ladder 1, the fall arrester 5, and the horse stool 7 into a monolithic whole on the ground;

步骤2、将步骤1组装完成的单片整体树立,安装刚性系杆5和柔性柱间支撑10,形成一个稳定的结构体系;Step 2, erecting the single piece assembled in step 1 as a whole, installing rigid tie rods 5 and flexible inter-column supports 10 to form a stable structural system;

步骤3、安装高空水平通道2,至此完成整个拼装胎架体系的安装;Step 3, install the high-altitude horizontal channel 2, and complete the installation of the entire assembled tire frame system;

步骤4、吊运空间管桁架下弦杆于马凳6上;Step 4, hoisting the lower chord of the space pipe truss on the horse stool 6;

步骤5、吊运空间管桁架上弦杆于可调节牛腿上3;Step 5, hoisting the upper chord of the space pipe truss on the adjustable corbel 3;

步骤6、吊运空间管桁架斜腹杆,完成整个空间桁架的焊接;Step 6, hoisting the diagonal members of the space pipe truss to complete the welding of the entire space truss;

步骤7、整体吊离空间管桁架。Step 7, hoisting the space tube truss as a whole.

本立体拼装方法,通过支撑柱系统、纵向刚性系杆、柱间柔性支撑、地梁、斜支撑、可调节牛腿组合而成的排架式支撑系统,各个组件之间通过螺栓连接,方便拆装和调节,可以做到重复使用,并能够根据空间桁架的类型进行灵活调节,实现快速组装、快速调节、重复周转使用的效果。This three-dimensional assembly method is a bent support system composed of support column system, longitudinal rigid tie rod, flexible support between columns, ground beam, oblique support and adjustable corbel. The components are connected by bolts to facilitate disassembly. It can be installed and adjusted repeatedly, and can be flexibly adjusted according to the type of space truss to achieve the effects of quick assembly, quick adjustment, and repeated turnover.

Claims (1)

1. a kind of space tube truss ground stereoscopic assembling method, it is characterized in that: including vertical ladder (1), overhead horizontal channel (2), it is adjusted bracket (3), catching device (4), rigid tie bar (5), bearing diagonal (6), split heads (7), ground beam (8), column (9), soft Property column braces (10);Further include following step:
Step 1, on ground by column (9), ground beam (8), bearing diagonal (6), adjustable bracket (3), vertical ladder (1), catching device (5), split heads (7) is assembled into monolithic entirety;
Step 2 integrally establishes the monolithic that step 1 is completed, and installs rigid tie bar (5) and flexible column braces (10), shape At a stable structural system;
Step 3, installation overhead horizontal channel (2) so far complete the installation of entire assembled moulding bed system;
Step 4, handling space tube truss lower boom are on split heads (6);
Step 5, handling space tube truss top boom are on adjustable bracket (3);
Step 6, handling space tube truss diagonal web member, complete the welding of entire space truss;
Step 7, entirety hang space tube truss.
CN201910703728.3A 2019-07-31 2019-07-31 A ground three-dimensional assembly method of space pipe truss Pending CN110439107A (en)

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CN201910703728.3A CN110439107A (en) 2019-07-31 2019-07-31 A ground three-dimensional assembly method of space pipe truss

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Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN114515917A (en) * 2022-01-30 2022-05-20 中冶(上海)钢结构科技有限公司 Assembling and welding method for corner column of truss layer
CN117846314A (en) * 2023-12-01 2024-04-09 中冶(上海)钢结构科技有限公司 A construction method for high-altitude bulk installation of main trusses by using auxiliary trusses to lift them

Citations (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2009152170A1 (en) * 2008-06-11 2009-12-17 Koichi Paul Nii Structured terraced land joint and assembly system
CN205852606U (en) * 2016-07-25 2017-01-04 中建三局第三建设工程有限责任公司 Three dimensions tubular truss assembly moulding bed
CN106639358A (en) * 2017-01-20 2017-05-10 中建钢构有限公司 Inverted triangle truss supporting structure and method utilizing same for assembling inverted triangle truss
CN206722425U (en) * 2017-03-30 2017-12-08 中建五局第三建设有限公司 Adjustable conveniently-detachable parallel chord truss assembling jig frame
CN208686115U (en) * 2018-08-14 2019-04-02 湖南金海集团有限公司 A kind of lateral assembled ground assembling jig frame of triangular truss
CN208934441U (en) * 2018-09-20 2019-06-04 四川华神钢构有限责任公司 A kind of English truss assembly tooling
CN110067393A (en) * 2019-05-27 2019-07-30 湖南省第六工程有限公司 The lateral assembled moulding bed of face arch truss

Patent Citations (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2009152170A1 (en) * 2008-06-11 2009-12-17 Koichi Paul Nii Structured terraced land joint and assembly system
CN205852606U (en) * 2016-07-25 2017-01-04 中建三局第三建设工程有限责任公司 Three dimensions tubular truss assembly moulding bed
CN106639358A (en) * 2017-01-20 2017-05-10 中建钢构有限公司 Inverted triangle truss supporting structure and method utilizing same for assembling inverted triangle truss
CN206722425U (en) * 2017-03-30 2017-12-08 中建五局第三建设有限公司 Adjustable conveniently-detachable parallel chord truss assembling jig frame
CN208686115U (en) * 2018-08-14 2019-04-02 湖南金海集团有限公司 A kind of lateral assembled ground assembling jig frame of triangular truss
CN208934441U (en) * 2018-09-20 2019-06-04 四川华神钢构有限责任公司 A kind of English truss assembly tooling
CN110067393A (en) * 2019-05-27 2019-07-30 湖南省第六工程有限公司 The lateral assembled moulding bed of face arch truss

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN114515917A (en) * 2022-01-30 2022-05-20 中冶(上海)钢结构科技有限公司 Assembling and welding method for corner column of truss layer
CN114515917B (en) * 2022-01-30 2023-10-27 中冶(上海)钢结构科技有限公司 Installation and welding method of corner columns at truss level
CN117846314A (en) * 2023-12-01 2024-04-09 中冶(上海)钢结构科技有限公司 A construction method for high-altitude bulk installation of main trusses by using auxiliary trusses to lift them

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Application publication date: 20191112