CN214785817U

CN214785817U - H-shaped truss for connecting inner and outer rows of upright rods

Info

Publication number: CN214785817U
Application number: CN202121134395.6U
Authority: CN
Inventors: 赵延峰; 刘克君; 刘京; 赵向猛
Original assignee: Shandong Bangxin Construction Engineering Co ltd
Current assignee: Shandong Bangxin Construction Engineering Co ltd
Priority date: 2021-05-25
Filing date: 2021-05-25
Publication date: 2021-11-19
Anticipated expiration: 2031-05-25

Abstract

The utility model relates to the technical field of construction industry engineering equipment, and discloses an H-shaped truss for connecting inner and outer rows of vertical rods, which comprises diagonal rods, wherein the two ends of each diagonal rod are provided with the cross rods, the two ends of the two groups of cross rods are welded with vertical rods, the two ends of each diagonal rod are fixedly connected with connecting plates, the H-shaped truss is arranged at the corresponding positions of the inner and outer vertical rods of an attached lifting scaffold, the number of layers is totally 6 from bottom to top, in the installation and use process of a frame body, the H-shaped truss can provide a more stable and higher-strength structural form, not only horizontal force and vertical force are provided through the diagonal rods, but also the cross rods are additionally arranged above and below the diagonal rods to provide larger horizontal force for the inner and outer rows of vertical rods, rectangular pipes are used at the joints of the H-shaped truss and the inner and outer rows of vertical rods to replace steel plates for connection, so that the connection is more stable and firm, a component for connecting the inner and outer rows of vertical rods is more stable and higher-strength is provided, and a space truss structure is formed, and then improve the bulk strength and the stability of inserted lift scaffold.

Description

H-shaped truss for connecting inner and outer rows of upright rods

Technical Field

The utility model relates to a building industry engineering equipment technical field specifically is an outer H type truss of arranging the pole setting in connecting.

Background

The attached lifting scaffold is an external scaffold which is erected at a certain height, attached to an engineering structure, capable of climbing or descending layer by layer along with the engineering structure by virtue of self lifting equipment and devices and provided with an anti-overturning and anti-falling device.

The existing like product only comprises two connecting plates and one inclined strut, a component is formed by welding, the structural form is single, when the lap joint is installed, the component is often fixed by bolts, the installation is time-consuming and labor-consuming, the connection strength is low, the component cannot bear large horizontal load and vertical load, the connection strength is low, and the component is easy to break.

Therefore, the H-shaped truss of the inner and outer vertical rods in the connection is urgently needed to solve the problems that the H-shaped truss cannot bear large horizontal load and vertical load, is low in connection strength and is easy to break.

SUMMERY OF THE UTILITY MODEL

Technical problem to be solved

The utility model provides a not enough to prior art, the utility model provides a connect interior H type truss of arranging the pole setting outward possesses that the load is big, and joint strength is high, and difficult cracked advantage has been solved and has been mentioned in the above-mentioned background art and can not bear great horizontal load and vertical load, and joint strength is low, easy cracked problem.

(II) technical scheme

In order to achieve the purpose, the utility model provides a following technical scheme, outer H type truss of arranging the pole setting in connecting, including the bracing, the bracing both ends are provided with the stull, and are two sets of the welding of stull both ends has the erector, bracing both ends fixedly connected with connecting plate.

Preferably, the vertical supports are connected with the guide rail upright rods through bolts, and the H-shaped truss is installed at the corresponding positions of the inner upright rod and the outer upright rod of the attached lifting scaffold.

The H-shaped truss is arranged at the corresponding position of the inner upright rod and the outer upright rod of the attached lifting scaffold, and the H-shaped truss mainly bears the horizontal load of the scaffold body from bottom to top by 6 layers.

Preferably, the welding of bracing both ends has the connecting plate, and is two sets of the connecting plate sets up inside the stull, the bracing is through the connecting plate and the stull fixed connection that set up.

The utility model provides a link interior outer pole setting more stable, the component of higher strength of arranging, form space truss structure, and then improve the bulk strength and the stability of inserted lift scaffold.

Compared with the prior art, the utility model provides an outer H type truss of arranging pole setting in connecting possesses following beneficial effect:

1. the H-shaped truss connected with the inner and outer upright stanchions is arranged at the corresponding positions of the inner and outer upright stanchions of the attached lifting scaffold by the inclined struts, the vertical struts, the cross struts and the connecting plates, and has 6 layers from bottom to top, the H-shaped truss mainly bears the horizontal load of the scaffold body, in the installation and use process of the frame body, the H-shaped truss can provide a more stable and higher-strength structural form, not only provides horizontal force and vertical force through the inclined strut, and the upper part and the lower part of the inclined strut are additionally provided with the cross struts to provide larger horizontal force for the upright stanchions arranged inside and outside, use the rectangular pipe to replace the steel sheet to connect in H type truss and inside and outside arranging the pole setting junction, make to connect more stably and firmly, provide the component that the pole setting is more stable, the higher intensity is arranged to the outside in connecting, form space truss structure, and then improve inserted lift scaffold's bulk strength and stability.

Drawings

FIG. 1 is a schematic perspective view of the present invention;

FIG. 2 is a schematic view of the structure of the present invention;

FIG. 3 is a schematic top view of the present invention;

FIG. 4 is a schematic side view of the present invention;

fig. 5 is a schematic view of the structure of the connecting member of the present invention.

Wherein: 1. bracing; 2. vertically supporting; 3. a cross brace; 4. a connecting plate.

Detailed Description

The technical solutions in the embodiments of the present invention will be described clearly and completely with reference to the accompanying drawings in the embodiments of the present invention, and it is obvious that the described embodiments are only some embodiments of the present invention, not all embodiments. Based on the embodiments in the present invention, all other embodiments obtained by a person skilled in the art without creative work belong to the protection scope of the present invention.

Referring to fig. 1-5, an H-shaped truss for connecting inner and outer vertical rods comprises diagonal braces 1, cross braces 3 are arranged at two ends of the diagonal braces 1, vertical braces 2 are welded at two ends of two groups of the cross braces 3, and connecting plates 4 are fixedly connected at two ends of the diagonal braces 1.

Through above-mentioned technical scheme, in support body installation and use, the H type truss is installed in main frame department, from supreme 6 layers altogether down, the H type truss can provide more stable, the structural style of higher strength, not only provide horizontal force and vertical force through bracing 1, in addition on bracing 1, the stull 3 has been add down, for interior, the pole setting of arranging outward provides bigger horizontal force, in the H type truss with interior, the pole setting junction of arranging outward uses the rectangular pipe to replace the steel sheet to connect, make to connect more stably and firmly. The H-shaped truss is one of main stress parts of the frame body and is arranged at the inner and outer rows of upright rods of the guide rail.

Specifically, the vertical supports 2 are connected with the guide rail vertical rods through bolts, and the H-shaped truss is installed at the corresponding positions of the inner vertical rod and the outer vertical rod of the attached lifting scaffold.

Through above-mentioned technical scheme, the inside and outside pole setting of adhesion type lift scaffold corresponds the department at H type truss, from supreme 6 layers altogether down, and the horizontal load of support body is mainly born to H type truss.

Specifically, connecting plates 4 are welded at two ends of the inclined strut 1, two groups of connecting plates 4 are arranged inside the cross strut 3, and the inclined strut 1 is fixedly connected with the cross strut 3 through the arranged connecting plates 4.

Through above-mentioned technical scheme, through the structural style of design component, increase stull 3 and erects and prop 2, form space truss structure, and then improve inserted lift scaffold's bulk strength and stability.

In support body installation and use, the H type truss is installed in main frame department, from supreme 6 layers altogether down, the H type truss can provide more stably, the structural style of higher intensity, not only provide horizontal force and vertical force through bracing 1, and on bracing 1, the stull 3 has been add down, for interior, outer pole setting provides bigger horizontal force, in H type truss and interior, outer pole setting junction of arranging uses the rectangular pipe to replace the steel sheet to connect, make the connection more stable and firm, structural style through the design component, increase stull 3 and erector strut 2, form the space truss structure, and then improve the bulk strength and the stability of inserted lift scaffold.

Although embodiments of the present invention have been shown and described, it will be appreciated by those skilled in the art that changes, modifications, substitutions and alterations can be made in these embodiments without departing from the principles and spirit of the invention, the scope of which is defined in the appended claims and their equivalents.

Claims

1. The utility model provides a connect H type truss of outer pole setting of arranging in, includes bracing (1), its characterized in that: bracing (1) both ends are provided with stull (3), and are two sets of the welding of stull (3) both ends has erector (2), bracing (1) both ends fixedly connected with connecting plate (4).

2. The H-shaped truss for connecting the inner and outer rows of upright rods, according to claim 1, wherein: the vertical support (2) is connected with the guide rail upright rod through a bolt, and the H-shaped truss is arranged at the corresponding position of the inner upright rod and the outer upright rod of the attached lifting scaffold.

3. The H-shaped truss for connecting the inner and outer rows of upright rods, according to claim 1, wherein: the welding of bracing (1) both ends has connecting plate (4), and is two sets of connecting plate (4) set up inside stull (3), bracing (1) are through connecting plate (4) and the stull (3) fixed connection who sets up.