CN211286901U - A kind of angle steel tower foot reinforcement and reinforcement device - Google Patents

A kind of angle steel tower foot reinforcement and reinforcement device Download PDF

Info

Publication number
CN211286901U
CN211286901U CN201922131773.4U CN201922131773U CN211286901U CN 211286901 U CN211286901 U CN 211286901U CN 201922131773 U CN201922131773 U CN 201922131773U CN 211286901 U CN211286901 U CN 211286901U
Authority
CN
China
Prior art keywords
angle steel
same structure
tower foot
foot
reinforcement
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.)
Expired - Fee Related
Application number
CN201922131773.4U
Other languages
Chinese (zh)
Inventor
孙一杰
肖婷婷
孙吉亮
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.)
Qingdao Boxiang Steel Structure Co ltd
Original Assignee
Qingdao Boxiang Steel Structure Co ltd
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 Qingdao Boxiang Steel Structure Co ltd filed Critical Qingdao Boxiang Steel Structure Co ltd
Priority to CN201922131773.4U priority Critical patent/CN211286901U/en
Application granted granted Critical
Publication of CN211286901U publication Critical patent/CN211286901U/en
Expired - Fee Related legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Images

Landscapes

  • Suspension Of Electric Lines Or Cables (AREA)

Abstract

The utility model discloses an angle steel tower foot reinforcing and strengthening device, which comprises a tower foot, wherein a reinforcing structure is arranged on the tower foot, and four first threaded holes with the same structure are arranged on the tower foot; the reinforcing structure mainly includes: the device comprises eight reinforcing plates with the same structure, eight first connecting blocks with the same structure, eight supporting columns with the same structure, eight second connecting blocks with the same structure, eight mounting plates with the same structure and four fixing plates with the same structure; the utility model relates to an angle steel tower technical field, reinforced structure has increased the support between the angle steel, has increased the intensity of column foot, avoids rocking because of the angle steel tower and leads to the column foot to warp to increased the installation area between angle steel tower bottom and the base, made the angle steel tower installation firm, avoided toppling over because of the not hard up angle steel tower that leads to of column foot simultaneously, improved the security, guaranteed the normal work of angle steel tower, avoided causing the unnecessary loss.

Description

一种角钢塔塔脚补强加固装置A kind of angle steel tower foot reinforcement and reinforcement device

技术领域technical field

本实用新型涉及角钢塔技术领域,具体为一种角钢塔塔脚补强加固装置。The utility model relates to the technical field of angle steel towers, in particular to an angle steel tower foot reinforcement and reinforcement device.

背景技术Background technique

输电线路角钢塔为实现承受架空导地线荷载而由角钢作为基本结构单元的自主式空间衍架钢结构,是输电线路的直接支撑结构,输电线路角钢塔由于成本低、运输和安装方便,在输电线路领域具有广泛应用。In order to bear the load of the overhead conductor, the angle steel tower of the transmission line uses the angle steel as the basic structural unit of the autonomous space truss steel structure, which is the direct support structure of the transmission line. It has a wide range of applications in the field of transmission lines.

传统的塔脚通常为四块角钢焊接而成,角钢之间没有支撑,强度较弱,当风力较大时,角钢塔晃动易发生塔脚变形,并且塔脚与基座之间的安装面积较小,安装不牢固,若其中一个连接塔脚的螺栓松动则会导致角钢塔倾倒,安全性差,使角钢塔不能正常工作,造成不必要的损失。The traditional tower foot is usually welded by four pieces of angle steel, there is no support between the angle steel, and the strength is weak. It is small and the installation is not firm. If one of the bolts connecting the tower foot is loose, it will cause the angle steel tower to fall, and the safety is poor, so that the angle steel tower cannot work normally, causing unnecessary losses.

实用新型内容Utility model content

针对现有技术的不足,本实用新型提供了一种角钢塔塔脚补强加固装置,解决了现有的传统的塔脚通常为四块角钢焊接而成,角钢之间没有支撑,强度较弱,当风力较大时,角钢塔晃动易发生塔脚变形,并且塔脚与基座之间的安装面积较小,安装不牢固,若其中一个连接塔脚的螺栓松动则会导致角钢塔倾倒,安全性差,使角钢塔不能正常工作,造成不必要的损失的问题。In view of the deficiencies of the prior art, the utility model provides an angle steel tower foot reinforcement and reinforcement device, which solves the problem that the existing traditional tower foot is usually welded by four pieces of angle steel, there is no support between the angle steel, and the strength is relatively weak , When the wind is strong, the angle steel tower is prone to deformation of the tower foot when shaking, and the installation area between the tower foot and the base is small, and the installation is not firm. If one of the bolts connecting the tower foot is loose, the angle steel tower will fall. Poor safety, so that the angle steel tower can not work properly, causing unnecessary losses.

为实现以上目的,本实用新型通过以下技术方案予以实现:一种角钢塔塔脚补强加固装置,包括塔脚,所述塔脚上设有加固结构,所述塔脚上开设有四个结构相同的第一螺纹孔;In order to achieve the above purpose, the present utility model is realized through the following technical solutions: an angle steel tower foot reinforcement and reinforcement device, comprising a tower foot, a reinforcing structure is arranged on the tower foot, and four structures are opened on the tower foot The same first threaded hole;

所述加固结构主要包括:八个结构相同的加强板、八个结构相同的第一连接块、八个结构相同的支撑柱、八个结构相同的第二连接块、八个结构相同的安装板以及四个结构相同的固定板;The reinforcement structure mainly includes: eight reinforcing plates with the same structure, eight first connecting blocks with the same structure, eight supporting columns with the same structure, eight second connecting blocks with the same structure, and eight mounting plates with the same structure And four fixed plates with the same structure;

八个所述加强板通过若干个结构相同的第一安装螺栓安装于塔脚侧壁面,八个所述第一连接块安装于八个所述加强板侧壁面,八个所述支撑柱安装于八个所述第一连接块一端,八个所述第二连接块安装于八个所述支撑柱另一端,八个所述安装板安装于八个所述第二连接块一端,四个所述固定板通过八个结构相同的第二安装螺栓安装于八个所述安装板上,四个所述固定板上设有安装部。The eight said reinforcing plates are installed on the side wall surface of the tower foot through a number of first mounting bolts with the same structure, the eight said first connecting blocks are installed on the side wall surfaces of the eight said reinforcing plates, and the eight said support columns are installed on the One end of the eight first connecting blocks, the eight second connecting blocks are mounted on the other ends of the eight supporting columns, the eight mounting plates are mounted on one end of the eight second connecting blocks, and the four The fixing plates are mounted on the eight mounting plates through eight second mounting bolts with the same structure, and four fixing plates are provided with mounting parts.

优选的,所述安装部主要包括:四个结构相同的第二螺纹孔以及八个结构相同的第三螺纹孔;Preferably, the mounting portion mainly includes: four second threaded holes with the same structure and eight third threaded holes with the same structure;

四个所述第二螺纹孔对应四个所述第一螺纹孔开设于四个所述固定板上,且四个所述第二螺纹孔与四个所述第一螺纹孔相匹配,八个所述第三螺纹孔开设于四个所述固定板端部。The four second threaded holes corresponding to the four first threaded holes are opened on the four fixing plates, and the four second threaded holes are matched with the four first threaded holes, and the eight The third threaded holes are opened at four ends of the fixing plate.

优选的,四个所述固定板为折弯结构,四个所述固定板中间部位与塔脚底板上壁面贴合,四个所述固定板一端与塔脚底板为同一水平线,且四个所述固定板折弯部位距塔脚底板边缘大于2mm。Preferably, the four fixing plates are of a bending structure, the middle parts of the four fixing plates are attached to the upper wall surface of the bottom plate of the tower foot, one end of the four fixing plates is on the same horizontal line as the bottom plate of the tower foot, and the four fixing plates are in the same horizontal line as the bottom plate of the tower foot. The bending part of the fixed plate is more than 2mm away from the edge of the bottom plate of the tower foot.

优选的,八个所述安装板内部均设有增厚片。Preferably, each of the eight mounting plates is provided with a thickening sheet.

优选的,八个所述第一连接块以及八个所述第二连接块的横截面积直径大于八个所述支撑柱的横截面积。Preferably, the diameters of the cross-sectional areas of the eight first connection blocks and the eight second connection blocks are larger than the cross-sectional areas of the eight support columns.

优选的,八个所述支撑柱两两之间均设有连接杆。Preferably, connecting rods are arranged between each of the eight supporting columns.

有益效果beneficial effect

本实用新型提供了一种角钢塔塔脚补强加固装置,具备以下有益效果:加固结构在角钢之间增加了支撑,增加了塔脚的强度,避免因角钢塔晃动而导致塔脚变形,并且增大了角钢塔底部与基座之间的安装面积,使角钢塔安装牢固,同时避免因塔脚松动而导致角钢塔倾倒,提高了安全性,保证了角钢塔的正常工作,避免造成不必要的损失。The utility model provides an angle steel tower foot reinforcement and reinforcement device, which has the following beneficial effects: the reinforcement structure increases support between the angle steels, increases the strength of the tower foot, avoids the deformation of the tower foot due to the shaking of the angle steel tower, and The installation area between the bottom of the angle steel tower and the base is increased, so that the angle steel tower is installed firmly, and at the same time, the angle steel tower is prevented from falling over due to the loosening of the tower feet, which improves the safety, ensures the normal operation of the angle steel tower, and avoids unnecessary Loss.

附图说明Description of drawings

图1为本实用新型所述一种角钢塔塔脚补强加固装置的主视结构示意图。FIG. 1 is a schematic front view of the structure of an angle steel tower foot reinforcement and reinforcement device according to the present invention.

图2为本实用新型所述一种角钢塔塔脚补强加固装置的仰视剖视结构示意图。FIG. 2 is a schematic view of the bottom sectional structure of an angle steel tower foot reinforcement and reinforcement device according to the utility model.

图3为本实用新型所述一种角钢塔塔脚补强加固装置的A-A位置的剖视结构示意图。FIG. 3 is a cross-sectional structural schematic diagram of the A-A position of an angle steel tower foot reinforcement and reinforcement device according to the present invention.

图4为本实用新型所述一种角钢塔塔脚补强加固装置的B-B位置的剖视结构示意图。Fig. 4 is a cross-sectional structural schematic diagram of the B-B position of the angle steel tower foot reinforcement and reinforcement device according to the present invention.

图中:1-塔脚;2-加强板;3-第一连接块;4-支撑柱;5-第二连接块;6-安装板;7-固定板;8-第一安装螺栓;9-第二安装螺栓;10-第三螺纹孔;11-增厚片;12-连接杆。In the figure: 1-tower foot; 2-reinforced plate; 3-first connection block; 4-support column; 5-second connection block; 6-installation plate; 7-fixed plate; 8-first installation bolt; 9 -Second mounting bolt; 10-Third threaded hole; 11-Thickening sheet; 12-Connecting rod.

具体实施方式Detailed ways

下面将结合本实用新型实施例中的附图,对本实用新型实施例中的技术方案进行清楚、完整地描述,显然,所描述的实施例仅仅是本实用新型一部分实施例,而不是全部的实施例。基于本实用新型中的实施例,本领域普通技术人员在没有做出创造性劳动前提下所获得的所有其他实施例,都属于本实用新型保护的范围。The technical solutions in the embodiments of the present utility model will be clearly and completely described below with reference to the accompanying drawings in the embodiments of the present utility model. Obviously, the described embodiments are only a part of the embodiments of the present utility model, rather than all the implementations. example. Based on the embodiments of the present invention, all other embodiments obtained by those of ordinary skill in the art without creative work fall within the protection scope of the present invention.

请参阅图1-4,本实用新型提供一种技术方案:一种角钢塔塔脚补强加固装置。Please refer to Figures 1-4, the present utility model provides a technical solution: an angle steel tower foot reinforcement and reinforcement device.

实施例:一种角钢塔塔脚1补强加固装置,包括塔脚1,塔脚1上设有加固结构,塔脚1上开设有四个结构相同的第一螺纹孔;Embodiment: an angle steel tower foot 1 reinforcement and reinforcement device, comprising a tower foot 1, the tower foot 1 is provided with a reinforcing structure, and the tower foot 1 is provided with four first threaded holes with the same structure;

其中需要说明的是:塔脚1通过四个第一螺纹孔安装在地基上,加固结构起到了支撑塔脚1的作用,并且增大了塔脚1与地基的接触面积,保证了角钢塔的稳固性。It should be noted that: the tower foot 1 is installed on the foundation through the four first threaded holes, and the reinforcement structure plays the role of supporting the tower foot 1, and increases the contact area between the tower foot 1 and the foundation, ensuring the angle steel tower. stability.

在具体实施过程中,加固结构可优选采用以下结构,其主要包括:八个结构相同的加强板2、八个结构相同的第一连接块3、八个结构相同的支撑柱4、八个结构相同的第二连接块5、八个结构相同的安装板6以及四个结构相同的固定板7;八个加强板2通过若干个结构相同的第一安装螺栓8安装于塔脚1侧壁面,八个第一连接块3安装于八个加强板2侧壁面,八个支撑柱4安装于八个第一连接块3一端,八个第二连接块5安装于八个支撑柱4另一端,八个安装板6安装于八个第二连接块5一端,四个固定板7通过八个结构相同的第二安装螺栓9安装于八个安装板6上,四个固定板7上设有安装部。In the specific implementation process, the reinforcement structure may preferably adopt the following structures, which mainly include: eight reinforcing plates 2 with the same structure, eight first connecting blocks 3 with the same structure, eight supporting columns 4 with the same structure, eight structures The same second connection block 5, eight mounting plates 6 with the same structure and four fixing plates 7 with the same structure; the eight reinforcing plates 2 are installed on the side wall surface of the tower foot 1 through several first mounting bolts 8 with the same structure, Eight first connecting blocks 3 are installed on the side walls of the eight reinforcing plates 2, eight supporting columns 4 are installed on one end of the eight first connecting blocks 3, and eight second connecting blocks 5 are installed on the other end of the eight supporting columns 4, Eight mounting plates 6 are mounted on one end of eight second connecting blocks 5, four fixing plates 7 are mounted on eight mounting plates 6 through eight second mounting bolts 9 with the same structure, and four fixing plates 7 are provided with mounting plates 7. department.

在具体实施过程中,安装部可优选采用以下结构,其主要包括:四个结构相同的第二螺纹孔以及八个结构相同的第三螺纹孔10;四个第二螺纹孔对应四个第一螺纹孔开设于四个固定板7上,且四个第二螺纹孔与四个第一螺纹孔相匹配,八个第三螺纹孔10开设于四个固定板7端部。In the specific implementation process, the mounting part may preferably adopt the following structure, which mainly includes: four second threaded holes with the same structure and eight third threaded holes 10 with the same structure; the four second threaded holes correspond to the four first threaded holes The threaded holes are opened on the four fixing plates 7 , the four second threaded holes are matched with the four first threaded holes, and the eight third threaded holes 10 are opened on the ends of the four fixing plates 7 .

其中需要说明的是:作为优选的,更进一步,四个固定板7为折弯结构,四个固定板7中间部位与塔脚1底板上壁面贴合,四个固定板7一端与塔脚1底板为同一水平线,且四个固定板7折弯部位距塔脚1底板边缘大于2mm,固定板7上的第二螺纹孔与塔脚1上的第一螺纹孔相配合,在安装时,固定螺栓同时穿过第二螺纹孔以及第一螺纹孔,对塔脚1进行固定,与此同时,将固定螺栓插装在固定板7上的第二螺纹孔内,固定板7起到了增大塔脚1与基座的固定面积,增强了塔脚1的稳固性,避免塔脚1松动而引起角钢塔晃动,八个第一连接块3、八个支撑柱4、八个第二连接块5以及八个安装板6均采用焊接连接,即八个第一连接块3、八个支撑柱4、八个第二连接块5以及八个安装板6为一体结构,作用是对固定板7与支撑柱4进行支撑,加强塔脚1的强度,作为优选的,更进一步的,八个安装板6内部均设有增厚片11,用于对安装板6进行加强,保证强度,加强板2通过第一安装螺栓8安装在塔脚1上,加强板2的作用是增大支撑柱4与加强板2之间的安装面积,避免塔脚1变形,作为优选的,更进一步的,八个第一连接块3以及八个第二连接块5的横截面积直径大于八个支撑柱4的横截面积,目的是增强支撑柱4的强度,作为优选的,更进一步的,八个支撑柱4两两之间均设有连接杆12,目的是支撑每个支撑柱4,对支撑柱4进行限位,保证八个支撑柱4对塔脚1有效的稳固。It should be noted that: as preferred, further, the four fixing plates 7 are bending structures, the middle part of the four fixing plates 7 is attached to the upper wall surface of the bottom plate of the tower foot 1, and one end of the four fixing plates 7 is connected to the tower foot 1. The bottom plate is on the same horizontal line, and the bending parts of the four fixed plates 7 are more than 2mm away from the edge of the bottom plate of the tower foot 1. The second threaded hole on the fixed plate 7 is matched with the first threaded hole on the tower foot 1. During installation, fix The bolts pass through the second threaded hole and the first threaded hole at the same time to fix the tower foot 1. At the same time, the fixing bolt is inserted into the second threaded hole on the fixing plate 7, and the fixing plate 7 plays a role in increasing the tower foot. The fixed area between 1 and the base enhances the stability of the tower foot 1 and avoids the angle steel tower shaking due to the loosening of the tower foot 1. Eight first connecting blocks 3, eight supporting columns 4, eight second connecting blocks 5 and The eight mounting plates 6 are all connected by welding, that is, the eight first connecting blocks 3, eight supporting columns 4, eight second connecting blocks 5 and eight mounting plates 6 are integrated into one structure, and the function is to support the fixed plate 7 and the support. The column 4 is supported to strengthen the strength of the tower foot 1. Preferably, further, the eight mounting plates 6 are provided with thickening sheets 11, which are used to strengthen the mounting plates 6 and ensure the strength. The reinforcing plate 2 passes through The first installation bolt 8 is installed on the tower foot 1, and the function of the reinforcing plate 2 is to increase the installation area between the support column 4 and the reinforcing plate 2, so as to avoid the deformation of the tower foot 1. The diameter of the cross-sectional area of the one connecting block 3 and the eight second connecting blocks 5 is larger than the cross-sectional area of the eight supporting columns 4, in order to enhance the strength of the supporting columns 4. Preferably, further, the eight supporting columns 4 Connecting rods 12 are provided between the two, and the purpose is to support each support column 4, limit the position of the support column 4, and ensure that the eight support columns 4 can effectively stabilize the tower foot 1.

需要说明的是,在本文中,诸如第一和第二等之类的关系术语仅仅用来将一个实体或者操作与另一个实体或操作区分开来,而不一定要求或者暗示这些实体或操作之间存在任何这种实际的关系或者顺序。而且,术语“包括”、“包含”或者其任何其他变体意在涵盖非排他性的包含,从而使得包括一系列要素的过程、方法、物品或者设备不仅包括那些要素,而且还包括没有明确列出的其他要素,或者是还包括为这种过程、方法、物品或者设备所固有的要素。在没有更多限制的情况下。由语句“包括一个......限定的要素,并不排除在包括所述要素的过程、方法、物品或者设备中还存在另外的相同要素”。It should be noted that, in this document, relational terms such as first and second are only used to distinguish one entity or operation from another entity or operation, and do not necessarily require or imply any relationship between these entities or operations. any such actual relationship or sequence exists. Moreover, the terms "comprising", "comprising" or any other variation thereof are intended to encompass a non-exclusive inclusion such that a process, method, article or device that includes a list of elements includes not only those elements, but also includes not explicitly listed or other elements inherent to such a process, method, article or apparatus. without more restrictions. An element defined by the phrase "comprising an... does not preclude the presence of additional identical elements in a process, method, article or apparatus comprising said element".

尽管已经示出和描述了本实用新型的实施例,对于本领域的普通技术人员而言,可以理解在不脱离本实用新型的原理和精神的情况下可以对这些实施例进行多种变化、修改、替换和变型,本实用新型的范围由所附权利要求及其等同物限定。Although the embodiments of the present invention have been shown and described, it will be understood by those skilled in the art that various changes and modifications can be made to these embodiments without departing from the principles and spirit of the present invention , alternatives and modifications, the scope of the present invention is defined by the appended claims and their equivalents.

Claims (6)

1. A reinforcing and strengthening device for a tower foot (1) of an angle steel tower comprises the tower foot (1), and is characterized in that a strengthening structure is arranged on the tower foot (1), and four first threaded holes with the same structure are formed in the tower foot (1);
the reinforcing structure mainly includes: the device comprises eight reinforcing plates (2) with the same structure, eight first connecting blocks (3) with the same structure, eight supporting columns (4) with the same structure, eight second connecting blocks (5) with the same structure, eight mounting plates (6) with the same structure and four fixing plates (7) with the same structure;
eight reinforcing plate (2) are installed in tower foot (1) side wall face, eight through the same first construction bolt (8) of a plurality of structure first connecting block (3) install in eight reinforcing plate (2) side wall face, eight support column (4) are installed in eight first connecting block (3) one end, eight second connecting block (5) are installed in eight the support column (4) other end, eight mounting panel (6) are installed in eight second connecting block (5) one end, four fixed plate (7) are installed in eight through eight second construction bolt (9) that the structure is the same on mounting panel (6), four be equipped with the installation department on fixed plate (7).
2. The angle steel tower foot (1) reinforcement reinforcing device of claim 1, characterized in that, the installation department mainly includes: four second threaded holes with the same structure and eight third threaded holes (10) with the same structure;
the four second threaded holes are arranged on the four fixing plates (7) corresponding to the four first threaded holes, the four second threaded holes are matched with the four first threaded holes, and the eight third threaded holes (10) are arranged at the end parts of the four fixing plates (7).
3. The reinforcement and reinforcement device for the tower foot (1) of the angle steel tower according to claim 1, wherein four fixing plates (7) are of a bending structure, the middle parts of the four fixing plates (7) are attached to the upper wall surface of the bottom plate of the tower foot (1), one ends of the four fixing plates (7) and the bottom plate of the tower foot (1) are in the same horizontal line, and the distance between the bending parts of the four fixing plates (7) and the edge of the bottom plate of the tower foot (1) is greater than 2 mm.
4. The angle steel tower foot (1) reinforcement and reinforcement device according to claim 1, characterized in that thickening sheets (11) are arranged inside each of the eight mounting plates (6).
5. The reinforcement and reinforcement device for the foot (1) of the angle steel tower according to claim 1, characterized in that the cross-sectional area diameter of eight first connecting blocks (3) and eight second connecting blocks (5) is larger than the cross-sectional area of eight supporting columns (4).
6. The angle steel tower foot (1) reinforcement reinforcing device according to claim 1, characterized in that a connecting rod (12) is arranged between every two of the eight supporting columns (4).
CN201922131773.4U 2019-12-02 2019-12-02 A kind of angle steel tower foot reinforcement and reinforcement device Expired - Fee Related CN211286901U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201922131773.4U CN211286901U (en) 2019-12-02 2019-12-02 A kind of angle steel tower foot reinforcement and reinforcement device

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201922131773.4U CN211286901U (en) 2019-12-02 2019-12-02 A kind of angle steel tower foot reinforcement and reinforcement device

Publications (1)

Publication Number Publication Date
CN211286901U true CN211286901U (en) 2020-08-18

Family

ID=72032153

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201922131773.4U Expired - Fee Related CN211286901U (en) 2019-12-02 2019-12-02 A kind of angle steel tower foot reinforcement and reinforcement device

Country Status (1)

Country Link
CN (1) CN211286901U (en)

Similar Documents

Publication Publication Date Title
CN210459565U (en) A connection structure of secondary structural columns and beams in prefabricated buildings
CN211286901U (en) A kind of angle steel tower foot reinforcement and reinforcement device
CN110905229A (en) Concrete beam reinforcement structure and construction method thereof
CN203878771U (en) Steel structural frame
CN212002581U (en) A floor counter weight mast for 5G construction
CN215631073U (en) Building ribbed steel bar welding net
CN204805722U (en) Separate cold pipeline bracket
CN210827837U (en) Beam column connecting structure
CN211369467U (en) Scaffold bottom cushion block
CN210878249U (en) Steel pipe welding assembly platform
CN201424816Y (en) Large template supporting leg of wall
CN221918931U (en) Integral bridge structure adopting steel plate composite beam
CN211598478U (en) Glass fiber reinforced plastic structure collapse ladder
CN223689360U (en) A steel structure reinforcement structure
CN208088657U (en) A kind of truss structure
CN220015219U (en) A kind of arch foot reinforcement support structure
CN221823284U (en) Wood-plastic plate keel structure
CN216307601U (en) Temporary lighting bracket on roof truss
CN220014370U (en) Full scaffold using bailey frame as supporting platform
CN216948736U (en) A unilateral fixed establishment for steel construction beam column
CN215594036U (en) Fixing device between foundation pit assembled supporting beam and joist
CN222595121U (en) Assembled steel skeleton column cap for cylindrical flat girderless floor and building
CN219011881U (en) A kind of scaffolding hanging point truss
CN221027329U (en) A modular construction wall panel installation auxiliary bracket for substation projects
CN211524230U (en) Arrangement structure of wall purlin and steel column and steel structure factory building

Legal Events

Date Code Title Description
GR01 Patent grant
GR01 Patent grant
CF01 Termination of patent right due to non-payment of annual fee

Granted publication date: 20200818

CF01 Termination of patent right due to non-payment of annual fee