CN112267563A - A refined construction steel beam-column connection node - Google Patents

A refined construction steel beam-column connection node Download PDF

Info

Publication number
CN112267563A
CN112267563A CN202011317825.8A CN202011317825A CN112267563A CN 112267563 A CN112267563 A CN 112267563A CN 202011317825 A CN202011317825 A CN 202011317825A CN 112267563 A CN112267563 A CN 112267563A
Authority
CN
China
Prior art keywords
column
shaped steel
construction
steel
bolt holes
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Withdrawn
Application number
CN202011317825.8A
Other languages
Chinese (zh)
Inventor
刘海卿
简相洋
赵中伟
吴秀峰
王云龙
董金凤
雷明
陈子木
刘文伍
程杨
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Liaoning Technical University
Original Assignee
Liaoning Technical University
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Liaoning Technical University filed Critical Liaoning Technical University
Priority to CN202011317825.8A priority Critical patent/CN112267563A/en
Publication of CN112267563A publication Critical patent/CN112267563A/en
Withdrawn legal-status Critical Current

Links

Images

Classifications

    • 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
    • E04B1/24Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
    • E04B1/2403Connection details of the elongated load-supporting parts
    • 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
    • E04B1/38Connections for building structures in general
    • E04B1/58Connections for building structures in general of bar-shaped building elements
    • E04B1/5806Connections for building structures in general of bar-shaped building elements with a cross-section having an open profile
    • E04B1/5812Connections for building structures in general of bar-shaped building elements with a cross-section having an open profile of substantially I - or H - form
    • 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
    • E04B1/24Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
    • E04B1/2403Connection details of the elongated load-supporting parts
    • E04B2001/2406Connection nodes
    • 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
    • E04B1/24Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
    • E04B1/2403Connection details of the elongated load-supporting parts
    • E04B2001/2418Details of bolting
    • 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
    • E04B1/24Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
    • E04B1/2403Connection details of the elongated load-supporting parts
    • E04B2001/2448Connections between open section profiles

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Physics & Mathematics (AREA)
  • Electromagnetism (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Joining Of Building Structures In Genera (AREA)

Abstract

一种精细化施工钢梁柱连接节点,包括带柱端帽的矩形钢柱,所述带柱端帽的矩形钢柱上部设置有H型钢柱,所述H型型钢柱四周有带有端板的H型钢梁,它们之间均由高强螺栓连接,所述连接节点不仅满足力学特性,还能够满足现阶段人们对纵横跨度的空间的需求,更易于达到高效率施工,而结构构造形式独特,结构易于安装或更换,当某个构件在服役期不能正常使用,可以实现快速更换,不仅减少维护成本,而且还可以实现快速施工,同时降低了施工人员的工作量,更有利于绿色建筑,提高了施工效率,可以达到精细化施工,然后结构构件均由机械设计和工厂化生产的,构件比较精密准确,几乎没有加工误差,现场只需吊装和拧紧螺栓就可以完成工作,减少工人的工作量,提高了工程质量和工作效率,可以达到精细化施工。A refined construction steel beam-column connection node includes a rectangular steel column with column end caps, an H-shaped steel column is arranged on the upper part of the rectangular steel column with column end caps, and the H-shaped steel column is surrounded by end plates with end plates. The H-shaped steel beams are connected by high-strength bolts. The connecting nodes not only meet the mechanical properties, but also meet people's needs for vertical and horizontal space at the current stage, making it easier to achieve high-efficiency construction, and the unique structural form. , The structure is easy to install or replace. When a component cannot be used normally during the service period, it can be quickly replaced, which not only reduces maintenance costs, but also achieves rapid construction, while reducing the workload of construction personnel, which is more conducive to green buildings. The construction efficiency is improved, and refined construction can be achieved. Then the structural components are all mechanically designed and factory-produced. The components are relatively precise and accurate, and there is almost no processing error. The work can be completed by hoisting and tightening the bolts on site, reducing the work of workers. It can improve the project quality and work efficiency, and can achieve refined construction.

Description

一种精细化施工钢梁柱连接节点A refined construction steel beam-column connection node

技术领域technical field

本发明涉及建筑钢结构工程技术领域,特别涉及一种精细化施工钢梁柱连接节点。The invention relates to the technical field of building steel structure engineering, in particular to a fine construction steel beam-column connection node.

背景技术Background technique

随着钢结构在建筑行业的应用,明显提高了现在施工现场的工作环境,但是有些结构复杂和体型笨重也增加了施工难度,简单的结构形式又不能形成较大的建筑空间。With the application of steel structures in the construction industry, the working environment of the current construction site has been significantly improved, but some complex structures and bulky body also increase the difficulty of construction, and simple structural forms cannot form a large building space.

发明内容SUMMARY OF THE INVENTION

为了实现上述目的,本发明采用如下技术方案:In order to achieve the above object, the present invention adopts the following technical solutions:

一种精细化施工钢梁柱连接节点,包括带柱端帽的矩形钢柱,所述带柱端帽的矩形钢柱上部设置有H型钢柱,所述H型钢柱四周有带有端板的H型钢梁,所述结构构件之间均由高强螺栓进行连接。A refined construction steel beam-column connection node includes a rectangular steel column with a column end cap, an H-shaped steel column is arranged on the upper part of the rectangular steel column with a column end cap, and the H-shaped steel column is surrounded with end plates. The H-shaped steel beams are connected by high-strength bolts between the structural members.

所述带柱端帽的矩形钢柱包括带螺栓孔的柱帽和矩形钢柱,所述螺栓孔为了与H型钢柱端板相应的螺栓孔用高强螺栓连接。The rectangular steel column with column end caps includes a column cap with bolt holes and a rectangular steel column, and the bolt holes are connected with the bolt holes corresponding to the end plates of the H-shaped steel column with high-strength bolts.

所述H型型钢柱包括带螺栓孔的翼缘板、腹板带螺栓孔加劲肋,所述腹板带螺栓孔加劲肋和带螺栓孔的H型钢梁连接,所述翼缘板上的螺栓孔为了与H型钢梁相应端板的螺栓孔用高强螺栓连接。The H-shaped steel column includes a flange plate with bolt holes, a web plate with bolt hole stiffeners, and the web plate with bolt hole stiffeners is connected with an H-shaped steel beam with bolt holes. The bolt holes are connected with the bolt holes of the corresponding end plates of the H-beam with high-strength bolts.

所述带有端板的H型钢梁包括H型钢梁和钢端板,所述H型钢梁与钢端板通过焊缝连接,在构件加工厂完成。The H-shaped steel beam with end plates includes an H-shaped steel beam and a steel end plate, and the H-shaped steel beam and the steel end plate are connected by welding seams and completed in a component processing plant.

所述腹板面连接的H型钢梁端部带有螺栓孔,通过两侧外加钢垫板进行连接。The ends of the H-shaped steel beams connected by the web surface are provided with bolt holes, which are connected by external steel backing plates on both sides.

所述钢垫板包括腹板面连接梁柱外加垫板,腹板面两侧外加垫板对应位置有螺丝孔为了H型钢柱腹板面与H钢梁的连接。The steel backing plate includes a web surface connecting the beam-column and an extra backing plate, and the corresponding positions of the extra backing plate on both sides of the web surface are provided with screw holes for the connection between the web surface of the H-shaped steel column and the H steel beam.

所述高强螺栓,在施工现场整个连接节点均由高强螺栓进行连接的。The high-strength bolts are connected by high-strength bolts throughout the connection nodes at the construction site.

本发明的有益效果为,The beneficial effects of the present invention are:

1、本发明装置通过H型钢柱和H型钢梁采用高强螺栓连接,结构形式简单,满足工程的需要,明显的降低了施工现场工人的工作量和工作环境,并且提高了施工工程质量,工作效率高,无危害性。1. The device of the present invention adopts high-strength bolts to connect H-shaped steel columns and H-shaped steel beams, and the structure is simple, which meets the needs of the project, significantly reduces the workload and working environment of workers on the construction site, and improves the quality of construction projects. High efficiency and no harm.

2、本发明结构构件均由机械设计和工厂化生产的,构件比较精密准确,几乎没有加工误差,现场只需吊装和拧紧螺栓就可以完成工作,减少工人的工作量,提高了工程质量和工作效率,缩短工程工期,节约成本。2. The structural components of the present invention are all mechanically designed and produced in factories. The components are relatively precise and accurate, and there is almost no machining error. The work can be completed only by hoisting and tightening the bolts on site, reducing the workload of workers and improving engineering quality and work. efficiency, shorten the construction period and save costs.

3、本发明结构连接部位直接相当于钢柱与钢桁架梁连接,不仅满足力学特性,还能够满足现阶段人们对纵横跨度的空间的需求,同时也满足现代化大跨度建筑的需求。。3. The structural connection part of the present invention is directly equivalent to the connection between the steel column and the steel truss beam, which not only meets the mechanical properties, but also meets people's current requirements for vertical span and space, and also meets the needs of modern large-span buildings. .

4、本发明结构节点均由高强螺栓连接,满足构造和力学性能,高强螺栓可以拆卸或者更换,如果建筑满足服役期需要拆卸,结构可以有序的拆除,全部构件可以全部回收或者进行二次利用,或者随着时间的增加,某些构件不能满足正常使用要求,可以快速更换构件,减少服役期的维护成本。4. The structural nodes of the present invention are all connected by high-strength bolts, which meet the structural and mechanical properties. The high-strength bolts can be disassembled or replaced. If the building needs to be dismantled to meet the service period, the structure can be dismantled in an orderly manner, and all components can be recycled or used for secondary use. , or with the increase of time, some components can not meet the normal use requirements, the components can be quickly replaced, and the maintenance cost during the service period can be reduced.

附图说明Description of drawings

图1是本发明提供的钢梁柱连接节点分解示意图。FIG. 1 is an exploded schematic diagram of a steel beam-column connection node provided by the present invention.

图2是本发明提供的钢梁柱连接节点总装示意图。FIG. 2 is a schematic diagram of the general assembly of the steel beam-column connection node provided by the present invention.

图3是本发明提供的钢梁柱连接节点俯视图。FIG. 3 is a top view of a steel beam-column connection node provided by the present invention.

图4是本发明提供的钢梁柱连接节点左视图。FIG. 4 is a left side view of a steel beam-column connection node provided by the present invention.

图5是本发明提供的钢梁柱连接节点前视图。Fig. 5 is a front view of the steel beam-column connection node provided by the present invention.

其中,in,

1-H型钢柱,101-H型钢柱的下部端板,102-H型钢柱的翼缘板,103-H型钢柱腹板带螺栓孔加劲肋,2-H型钢屋梁,3-带有端板的H型钢梁,4-矩形钢柱,401-带螺栓孔的柱帽,401-矩形钢柱,5-H型钢梁端的端板,6-钢屋梁端的钢垫板,7-所有的高强螺栓,8-所有的螺栓孔。1-H section steel column, 101-H section steel column lower end plate, 102-H section steel column flange plate, 103-H section steel column web with bolt hole stiffener, 2-H section steel roof beam, 3- with H-beam for end plate, 4-rectangular steel column, 401-column cap with bolt holes, 401-rectangular steel column, 5-end plate for H-beam end, 6-steel backing plate for steel roof beam end, 7 - All high strength bolts, 8- All bolt holes.

具体实施方式Detailed ways

下面结合附图对本发明作进一步的详细说明。The present invention will be further described in detail below in conjunction with the accompanying drawings.

为了解决现有结构节点存在的问题,如图1至图5所示,一种精细化施工钢梁柱连接节点,其特征在于,包括带柱端帽的矩形钢管柱4,所述带柱端帽的矩形钢柱4上部设置有H型钢柱1,所述H型钢柱1四周有带有端板的H型钢梁(2或3),所述H型钢梁2两侧端部运用钢垫板6和高强螺栓7连接,所述各钢结构构件之间均由高强螺栓7进行连接。In order to solve the problems existing in the existing structural nodes, as shown in Figures 1 to 5, a refined construction steel beam-column connection node is characterized in that it includes a rectangular steel pipe column 4 with a column end cap. The upper part of the rectangular steel column 4 of the cap is provided with an H-shaped steel column 1, and the H-shaped steel column 1 is surrounded by an H-shaped steel beam (2 or 3) with an end plate, and the ends on both sides of the H-shaped steel beam 2 are made of steel. The backing plate 6 is connected with high-strength bolts 7 , and the steel structural members are connected by high-strength bolts 7 .

所述带柱端帽401的矩形钢柱4包括带螺栓孔的柱帽401和矩形钢柱402,所述螺栓孔8为了与H型钢柱端板101相应的螺栓孔用高强螺栓7连接。The rectangular steel column 4 with column end cap 401 includes a column cap 401 with bolt holes and a rectangular steel column 402 , and the bolt holes 8 are connected with the bolt holes corresponding to the H-shaped steel column end plate 101 with high-strength bolts 7 .

所述H型型钢柱1包括带螺栓孔的翼缘板102、腹板带螺栓孔加劲肋103,所述腹板带螺栓孔加劲肋103和带螺栓孔8的H型钢梁连接,所述翼缘板102上的螺栓孔8为了与H型钢梁(2或3)相应端板的螺栓孔8用高强螺栓7连接。The H-shaped steel column 1 includes a flange plate 102 with bolt holes, a stiffener 103 with bolt holes on the web, and the stiffener 103 with bolt holes on the web is connected with the H-shaped steel beam with bolt holes 8. The bolt holes 8 on the flange plate 102 are connected with the bolt holes 8 of the corresponding end plates of the H-beam (2 or 3) with high-strength bolts 7.

所述带有端板的H型钢梁(2或3)包括H型钢屋梁2和钢端板3,所述H型钢梁3与钢端板5通过焊缝连接,在构件加工厂完成。The H-shaped steel beam (2 or 3) with end plates includes an H-shaped steel roof beam 2 and a steel end plate 3. The H-shaped steel beam 3 and the steel end plate 5 are connected by welding seams and are completed in the component processing plant. .

所述腹板面连接的H型钢梁2端部带有螺栓孔8,通过两侧外加钢垫板6进行连接。The ends of the H-shaped steel beams 2 connected by the web surface are provided with bolt holes 8, which are connected by external steel backing plates 6 on both sides.

所述钢垫板包括腹板面连接梁柱外加垫板6,腹板面两侧外加垫板6对应位置有螺丝孔8为了H型钢柱腹板面103与H钢梁2的连接。The steel backing plate includes a web surface connecting the beam-column and an extra backing plate 6, and the corresponding positions of the extra backing plate 6 on both sides of the web surface are provided with screw holes 8 for the connection of the H-shaped steel column web surface 103 and the H steel beam 2.

所述高强螺栓7,在施工现场整个连接节点均由高强螺栓7进行连接的。The high-strength bolts 7 are connected by high-strength bolts 7 on the entire connection node at the construction site.

本发明的施工过程为以下步骤,The construction process of the present invention is the following steps,

步骤1,根据现场的施工条件和人们的需求,由机械设计公司进行部件的精准设计,然后由工厂进行加工,运回施工现场;Step 1. According to the construction conditions on site and people's needs, the precise design of the components is carried out by the mechanical design company, and then processed by the factory and transported back to the construction site;

步骤2,在施工现场,有机械车吊装矩形钢柱4,扭紧矩形柱脚的高强螺栓7一部分预紧力,用四根绳索固定竖立;Step 2, at the construction site, a mechanical vehicle is used to hoist the rectangular steel column 4, tighten a part of the pre-tightening force of the high-strength bolts 7 at the foot of the rectangular column, and use four ropes to fix and erect;

步骤3,在施工现场用高强螺栓7把H型钢柱4与H型钢梁1连接,高强螺栓7扭紧到最大状态;Step 3, use high-strength bolts 7 to connect the H-shaped steel column 4 and the H-shaped steel beam 1 at the construction site, and the high-strength bolts 7 are tightened to the maximum state;

步骤4,吊起桁架梁(2或3)与两侧的矩形钢柱4进行对准组装,组装对准之后把连接处的高强螺栓7的预紧力均扭到最大状态,完成一种精细化施工钢梁柱连接节点的安装;Step 4, hoist the truss beam (2 or 3) and align and assemble with the rectangular steel columns 4 on both sides. After assembling and aligning, twist the pre-tightening force of the high-strength bolts 7 at the connection to the maximum state to complete a fine Installation of steel beam-column connection nodes in chemical construction;

以上所述仅为本发明的工程实例,并不用以限制本发明,凡在本发明的精神和原则之内,所作的任何修改、等同替换、改进等,均应包含在本发明的保护范围之内。The above is only an engineering example of the present invention, and is not intended to limit the present invention. Any modification, equivalent replacement, improvement, etc. made within the spirit and principle of the present invention shall be included in the protection scope of the present invention. Inside.

Claims (5)

1.一种精细化施工钢梁柱连接节点,其特征在于,包括带柱端帽的矩形钢管柱(4),所述带柱端帽(401)的矩形钢柱(4)上部设置有H型钢柱(1),所述H型钢柱(4)翼缘板(102)与有带端板的H型钢梁(3)连接,所述H型钢柱腹板有带螺栓孔加劲肋(103)两侧运用钢垫板(6)和高强螺栓(7)与H型钢梁(2)连接,所述各钢结构构件之间均由高强螺栓(7)进行连接。1. A refined construction steel beam-column connection node, characterized in that it comprises a rectangular steel pipe column (4) with a column end cap, and the upper part of the rectangular steel column (4) with a column end cap (401) is provided with H The H-shaped steel column (1), the flange plate (102) of the H-shaped steel column (4) is connected with the H-shaped steel beam (3) with the end plate, and the web plate of the H-shaped steel column has stiffeners (103) with bolt holes. ) are connected with the H-shaped steel beam (2) by steel backing plates (6) and high-strength bolts (7) on both sides, and the steel structural members are connected by high-strength bolts (7). 2.根据权利要求1所述的一种精细化施工钢梁柱连接节点,其特征在于:所述H型钢柱(1)包括带螺栓孔的下部端板(101)、带螺栓孔的翼缘板(102)和腹板带螺栓孔加劲肋(103),所述带螺栓孔的下部端板(101)与矩形钢管柱有带螺栓孔的柱帽(401)连接,所述翼缘板(102)上的螺栓孔(8)为了与H型钢梁(2或3)相应端板的螺栓孔(8)连接,所述腹板带螺栓孔加劲肋(103)和带螺栓孔(8)的H型钢梁(2)连接,所述连接均采用高强螺栓(7)。2. A fine construction steel beam-column connection node according to claim 1, characterized in that: the H-shaped steel column (1) comprises a lower end plate (101) with bolt holes, a flange with bolt holes The plate (102) and the web have stiffeners (103) with bolt holes, the lower end plate (101) with bolt holes is connected to the rectangular steel column with column caps (401) with bolt holes, and the flange plate ( The bolt holes (8) on 102) are connected with the bolt holes (8) of the corresponding end plates of the H-beam (2 or 3), and the web is provided with bolt hole stiffeners (103) and bolt holes (8) The H-shaped steel beams (2) are connected, and high-strength bolts (7) are used for the connections. 3.根据权利要求1所述的一种精细化施工钢梁柱连接节点,其特征在于:所述H型钢梁(2或3),包括带螺栓孔的H型钢梁(2)和带有端板的H型钢梁(3),所述带有端板的H型钢梁(3)与钢端板(5)通过焊缝连接,均在构件加工厂完成。3. A fine construction steel beam-column connection node according to claim 1, characterized in that: the H-shaped steel beam (2 or 3) comprises an H-shaped steel beam (2) with bolt holes and a belt The H-shaped steel beam (3) with end plates, the H-shaped steel beam (3) with end plates and the steel end plates (5) are connected by welding seams, which are all completed in the component processing plant. 4.根据权利要求1所述的一种精细化施工钢梁柱连接节点,其特征在于:所述钢垫板(6),包括腹板面连接梁柱外加垫板(6),腹板带螺栓孔加劲肋(103)两侧外加垫板(6)对应位置有螺丝孔(8)为了与H钢梁(2)进行连接。4. A fine construction steel beam-column connection node according to claim 1, characterized in that: the steel backing plate (6) comprises a web surface connecting the beam-column plus a backing plate (6), a web belt There are screw holes (8) at the corresponding positions of the backing plates (6) on both sides of the bolt hole stiffening rib (103) in order to connect with the H steel beam (2). 5.根据权利要求1所述的一种精细化施工钢梁柱连接节点,其特征在于:所述所有构件根据现场的施工条件和人们的需求,由机械设计公司进行部件的精准设计,然后由工厂进行加工运回施工现场,而在施工现场,用高强螺栓(7)把H型钢柱(4)与H型钢梁(1)连接,再有机械车吊起桁架梁(2或3)与两侧的矩形钢柱(4)进行对准完成组装。5. A fine construction steel beam-column connection node according to claim 1, characterized in that: all the components are precisely designed by a mechanical design company according to the construction conditions on site and people's needs, and then are designed by a mechanical design company. The factory is processed and transported back to the construction site, and at the construction site, the H-shaped steel column (4) and the H-shaped steel beam (1) are connected with high-strength bolts (7), and then the truss beam (2 or 3) is hoisted by a mechanical vehicle. The rectangular steel columns (4) on both sides are aligned to complete the assembly.
CN202011317825.8A 2020-11-23 2020-11-23 A refined construction steel beam-column connection node Withdrawn CN112267563A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN202011317825.8A CN112267563A (en) 2020-11-23 2020-11-23 A refined construction steel beam-column connection node

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN202011317825.8A CN112267563A (en) 2020-11-23 2020-11-23 A refined construction steel beam-column connection node

Publications (1)

Publication Number Publication Date
CN112267563A true CN112267563A (en) 2021-01-26

Family

ID=74339212

Family Applications (1)

Application Number Title Priority Date Filing Date
CN202011317825.8A Withdrawn CN112267563A (en) 2020-11-23 2020-11-23 A refined construction steel beam-column connection node

Country Status (1)

Country Link
CN (1) CN112267563A (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN113431187A (en) * 2021-06-28 2021-09-24 四川省佳宇建设集团有限公司 Layered assembly type beam column node

Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2004076345A (en) * 2002-08-14 2004-03-11 Jfe Steel Kk Column and beam joint structure
KR101676707B1 (en) * 2015-06-09 2016-11-16 씨엔에스이엔지주식회사 Column-beam junction structure
CN111155648A (en) * 2020-02-17 2020-05-15 西安建筑科技大学 Connection structure and assembled structure system
CN214614569U (en) * 2020-11-23 2021-11-05 辽宁工程技术大学 Steel beam column connection node for fine construction

Patent Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2004076345A (en) * 2002-08-14 2004-03-11 Jfe Steel Kk Column and beam joint structure
KR101676707B1 (en) * 2015-06-09 2016-11-16 씨엔에스이엔지주식회사 Column-beam junction structure
CN111155648A (en) * 2020-02-17 2020-05-15 西安建筑科技大学 Connection structure and assembled structure system
CN214614569U (en) * 2020-11-23 2021-11-05 辽宁工程技术大学 Steel beam column connection node for fine construction

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN113431187A (en) * 2021-06-28 2021-09-24 四川省佳宇建设集团有限公司 Layered assembly type beam column node
CN113431187B (en) * 2021-06-28 2023-03-03 四川省佳宇建设集团有限公司 Layered assembly type beam column node

Similar Documents

Publication Publication Date Title
CN108468384B (en) Assembled self-restoring energy-consuming frame core tube structure system
CN111608268B (en) Steel construction assembled beam column tie point structure
CN108265826A (en) A kind of steel plate heavier-duty quadrate steel pipe column and K shape bracing members connecting nodes
CN112267565A (en) Assembled steel beam column connected node
CN214272390U (en) Rigid reinforced connection node of H-shaped steel column and I-shaped steel beam
CN214614570U (en) Assembled steel truss beam column connection part
CN112267563A (en) A refined construction steel beam-column connection node
CN112267562A (en) Assembled steel truss beam column connection part
CN214614569U (en) Steel beam column connection node for fine construction
CN110777936A (en) Connecting structure and mounting method of box steel column and unequal-height I-shaped steel beam
CN214402141U (en) An assembled steel beam-column connection node
CN217811590U (en) A flange connection structure for installing an elevator steel structure frame
CN106320699A (en) Quick disassembling and assembling method for truss type formwork bracket system
CN212534809U (en) Novel welding cross column
CN215368613U (en) Shaped steel hangs outrigger external corner construction structures
CN215048056U (en) Detachable and reusable steel beam hoisting fastener
CN109653359A (en) A kind of Self-resetting steel frame central supported system of big headroom and flange plate
CN116411635A (en) A prefabricated beam-column joint for weak shaft connection of I-beams
CN223753483U (en) A steel structure rear-mounted auxiliary beam fixing device
CN209990015U (en) A kind of building steel beam
CN220504146U (en) Steel column and I-steel beam connecting node
CN220848075U (en) Bearing frame for large-span lattice girder of dust-free room
CN218116111U (en) Cylindrical pier top construction work platform
CN217268086U (en) Steel structural component bolted connection structure
CN219671631U (en) Mechanical connection structure for steel structure

Legal Events

Date Code Title Description
PB01 Publication
PB01 Publication
SE01 Entry into force of request for substantive examination
SE01 Entry into force of request for substantive examination
WW01 Invention patent application withdrawn after publication

Application publication date: 20210126

WW01 Invention patent application withdrawn after publication