Building site passageway corridor platform template reinforced structure

文档序号:1351380 发布日期:2020-07-24 浏览:12次 中文

阅读说明:本技术 工地通道走廊平台模板加固结构 (Building site passageway corridor platform template reinforced structure ) 是由 郭红林 谭慧杰 乔随喜 王有权 武文钰 胡志兰 史建华 王水转 张晓江 康向奎 于 2020-05-19 设计创作,主要内容包括:本发明公开了一种工地通道走廊平台模板加固结构,包括第一角板、第二角板、拉伸结构、定位结构和固定结构,通过设置拉伸结构和定位结构,在对平面模板进行支撑安装时,旋转第一角板和第二角板内侧的丝杆,能够保证第一角板和第二角板分别与拼接模板的板面平行,然后实现伸缩杆在收缩筒内伸缩滑动,旋转定位螺杆,将第一角板和第二角板更好的,更稳定对的贴合拼装面,能够实现稳定支撑,保证拼装模板不易变形,能够达到更好的加固效果,成本低,使用方便,通过设置固定结构,在固定时,在三角板的角边上成矩形设置有四个膨胀螺丝,能够更好的抵抗模板拼装的扭力,能够更加稳定的定位,保证加固结构稳定使用,提高稳定性。(The invention discloses a building site passage corridor platform template reinforcing structure, which comprises a first angle plate, a second angle plate, a stretching structure, a positioning structure and a fixing structure, wherein the stretching structure and the positioning structure are arranged, when a plane template is supported and installed, a screw rod on the inner side of the first angle plate and the inner side of the second angle plate are rotated, the first angle plate and the second angle plate can be ensured to be respectively parallel to the plate surfaces of spliced templates, then a telescopic rod is enabled to stretch and slide in a shrinkage cylinder, the positioning screw rod is rotated, the first angle plate and the second angle plate are better fitted and spliced surfaces of the pair are more stable, stable support can be realized, the spliced templates are ensured not to be deformed easily, a better reinforcing effect can be achieved, the cost is low, the use is convenient, by arranging the fixing structure, four expansion screws are arranged on the edges of the angle plates in a rectangular mode during fixing, the torsion force of template splicing can be better resisted, the location that can be more stable guarantees that reinforced structure uses stably, improves stability.)

1. The building site channel corridor platform template reinforcing structure is characterized by comprising a first angle plate (1), a second angle plate (2), a stretching structure (3), a positioning structure (4) and a fixing structure (5), wherein the first angle plate (1) and the second angle plate (2) are hinged, the stretching structures (3) are respectively installed on the inner side surfaces of the first angle plate (1) and the second angle plate (2), the positioning structure (4) is arranged between the two stretching structures (3), and the fixing structure (5) is arranged on the outer side surfaces of the first angle plate (1) and the second angle plate (2);

the stretching structure (3) comprises a fixing plate (31), a support (32), a screw rod (33), a sliding rail (34) and a sliding block (35), the fixing plate (31) is welded at the top end of the side face of the first angle plate (1), the sliding rail (34) is fixedly connected to the side face of the first angle plate (1), the sliding block (35) is matched, buckled and installed outside the sliding rail (34), the screw rod (33) penetrates through the inside of the sliding block (35) through threaded matching, one end of the screw rod (33) is matched and installed on the side face of the fixing plate (31) through a bearing, and the support (32) is welded on the side face of the sliding block (35);

the positioning structure (4) comprises a shrinkage barrel (41), a positioning screw rod (42) and an expansion rod (43), wherein one end of the expansion rod (43) is matched and inserted inside one end of the shrinkage barrel (41).

2. The building site access corridor platform formwork reinforcing structure according to the claim 1, wherein the fixing structure (5) comprises a positioning cylinder (51), a triangular plate (52), an expansion screw (53) and a welding column (54), two welding columns (54) are welded at two ends of the top surface of the second corner plate (2), the triangular plate (52) is welded at the top end of the welding column (54), a plurality of positioning cylinders (51) are fixedly connected to the edge strips of the triangular plate (52) respectively, and the expansion screw (53) is installed in the positioning cylinder (51) in a matching mode.

3. The worksite access corridor platform formwork reinforcement structure according to claim 1, wherein the bottom end of the retraction cylinder (41) and the top end of the extension rod (43) are anchored in the upper and lower supports (32), respectively.

4. The reinforcement structure for the formwork of the corridor platform according to the claim 1, wherein the positioning screw rod (42) is installed on the top circumferential surface of the shrink cylinder (41) through screw thread fit, and the end surface of the positioning screw rod (42) is correspondingly arranged on the circumferential surface of the telescopic rod (43).

5. The worksite access corridor platform formwork reinforcement structure according to claim 2, wherein four positioning cylinders (51) are fixed to the triangular plate (52) in a rectangular shape, the positioning cylinders (51) being respectively located at both sides of the second angular plate (2).

Technical Field

The invention relates to the field of construction equipment, in particular to a reinforced structure of a building site channel corridor platform template.

Background

The building site passageway generally indicates the temporary passageway that uses in the job site of building, structure for to constructor's current, the passageway generally is template mosaic structure, and is fixed not good, in conventional construction, can have the support column in the inboard overlap joint, and is with high costs, uses inconveniently, and reinforced effect is not good, to above shortcoming, needs design a building site passageway corridor platform template reinforced structure.

Disclosure of Invention

The invention aims to provide a building site channel corridor platform template reinforcing structure, which solves the technical problems of high cost, inconvenience in use and poor reinforcing effect of the existing reinforcing structure.

The purpose of the invention can be realized by the following technical scheme:

the template reinforcing structure of the corridor platform of the construction site channel comprises a first angle plate, a second angle plate, a stretching structure, a positioning structure and a fixing structure, wherein the first angle plate and the second angle plate are hinged, the inner side surfaces of the first angle plate and the second angle plate are respectively provided with the stretching structure, the positioning structure is arranged between the two stretching structures, and the outer side surfaces of the first angle plate and the second angle plate are provided with the fixing structure;

the stretching structure comprises a fixed plate, a support, a screw rod, a sliding rail and a sliding block, wherein the fixed plate is welded at the top end of the side face of a first angle plate, the sliding rail is fixedly connected to the side face of the first angle plate, the sliding block is matched and buckled outside the sliding rail, the screw rod penetrates through the inside of the sliding block in a threaded fit manner, one end of the screw rod is matched and installed on the side face of the fixed plate through a bearing, and the support is welded on the side face of the sliding block;

the positioning structure comprises a shrinkage barrel, a positioning screw rod and a telescopic rod, wherein one end of the telescopic rod is matched and spliced inside one end of the shrinkage barrel.

As a further scheme of the invention: the fixed knot constructs including a location section of thick bamboo, set-square, inflation screw and welding column, the top surface both ends welding of second scute is equipped with two the welding column, the set-square has been welded on the top of welding column, the rigid coupling has a plurality of location sections on the strake of set-square respectively, the inflation screw cooperation is installed in a location section of thick bamboo.

As a further scheme of the invention: the bottom end of the contraction cylinder and the top end of the telescopic rod are respectively anchored in the upper support and the lower support.

As a further scheme of the invention: the positioning screw rod is installed on the circumferential surface of the top of the shrinkage barrel in a threaded fit mode, and the end face of the positioning screw rod is correspondingly arranged on the circumferential surface of the expansion link.

As a further scheme of the invention: four positioning cylinders are fixed on the triangular plate in a rectangular shape and are respectively positioned on two sides of the second angle plate.

The invention has the beneficial effects that: by arranging the stretching structure and the positioning structure, when the planar template is supported and installed, the lead screws on the inner sides of the first angle plate and the second angle plate are rotated, the first angle plate and the second angle plate can be ensured to be respectively parallel to the surfaces of the spliced template, then the telescopic rods can stretch and slide in the shrinkage cylinders, and the positioning screws are rotated, so that the first angle plate and the second angle plate are better, the opposite attaching splicing surfaces are more stable, stable support can be realized, the spliced template is ensured not to be deformed easily, a better reinforcing effect can be achieved, the cost is low, and the use is convenient;

through setting up fixed knot and constructing, when fixed, become the rectangle on the corner edge of set-square and be provided with four expansion screws, the torsion that the template was assembled that resists that can be better, location that can be more stable guarantees that reinforced structure uses steadily, improves stability.

Drawings

In order to facilitate understanding for those skilled in the art, the present invention will be further described with reference to the accompanying drawings.

FIG. 1 is an overall perspective view of the present invention;

FIG. 2 is an overall elevational view of the present invention;

FIG. 3 is a fixed structure view of the present invention;

in the figure: 1. a first gusset; 2. a second gusset; 3. stretching the structure; 4. a positioning structure; 5. a fixed structure; 31. a fixing plate; 32. a support; 33. a screw rod; 34. a slide rail; 35. a slider; 41. a retraction cylinder; 42. positioning a screw rod; 43. a telescopic rod; 51. a positioning cylinder; 52. a set square; 53. an expansion screw; 54. and (7) welding the columns.

Detailed Description

The technical solutions of the present invention will be described clearly and completely with reference to the following embodiments, and it should be understood that the described embodiments are only a part of the embodiments of the present invention, and not all of the embodiments. All other embodiments, which can be derived by a person skilled in the art from the embodiments given herein without making any creative effort, shall fall within the protection scope of the present invention.

As shown in fig. 1-3, the formwork reinforcing structure for the corridor platform of the construction site channel comprises a first angle plate 1, a second angle plate 2, a stretching structure 3, a positioning structure 4 and a fixing structure 5, wherein the first angle plate 1 and the second angle plate 2 are hinged, the stretching structures 3 are respectively arranged on the inner side surfaces of the first angle plate 1 and the second angle plate 2, the positioning structure 4 is arranged between the two stretching structures 3, and the fixing structure 5 is arranged on the outer side surfaces of the first angle plate 1 and the second angle plate 2;

the stretching structure 3 comprises a fixed plate 31, a support 32, a screw rod 33, a slide rail 34 and a slide block 35, wherein the fixed plate 31 is welded at the top end of the side surface of the first angle plate 1, the slide rail 34 is fixedly connected on the side surface of the first angle plate 1, the slide block 35 is in fit buckling connection with the outer part of the slide rail 34, the screw rod 33 penetrates through the inner part of the slide block 35 through thread fit, one end of the screw rod 33 is in fit connection with the side surface of the fixed plate 31 through a bearing, and the support 32 is welded on the side surface;

the positioning structure 4 comprises a shrinkage cylinder 41, a positioning screw 42 and an expansion link 43, wherein one end of the expansion link 43 is inserted and installed inside one end of the shrinkage cylinder 41 in a matching manner;

the fixing structure 5 comprises positioning cylinders 51, a triangular plate 52, expansion screws 53 and welding columns 54, two welding columns 54 are welded at two ends of the top surface of the second angle plate 2, the triangular plate 52 is welded at the top end of the welding columns 54, a plurality of positioning cylinders 51 are fixedly connected to edge strips of the triangular plate 52 respectively, and the expansion screws 53 are installed in the positioning cylinders 51 in a matching mode;

the bottom end of the shrinkage cylinder 41 and the top end of the expansion rod 43 are respectively anchored in the upper support 32 and the lower support 32, and can be matched with each other to support the first angle plate 1 and the second angle plate 2;

the positioning screw rod 42 is installed on the circumferential surface of the top of the shrinkage cylinder 41 in a threaded fit manner, and the end surface of the positioning screw rod 42 is correspondingly arranged on the circumferential surface of the expansion link 43, so that the expansion link 43 can be positioned in a matched manner;

four positioning cylinders 51 are fixed to the triangular plate 52 in a rectangular shape, and the positioning cylinders 51 are respectively located on two sides of the second angle plate 2, so that stable fixation can be achieved.

The working principle of the invention is as follows: when the planar template is supported and installed, the positioning screw rod 42 is released, the screw rods 33 on the inner sides of the first angle plate 1 and the second angle plate 2 are rotated, the sliding block 35 can slide along the slide rail 34, the first angle plate 1 and the second angle plate 2 can be ensured to be respectively parallel to the plate surfaces of the spliced template, then the telescopic rod 43 can slide in the shrinkage cylinder 41 in a stretching and shrinking way, after the first angle plate 1 and the second angle plate 2 are stably fixed, the positioning screw rod 42 is rotated, the first angle plate 1 and the second angle plate 2 are better and more stably butted to be jointed and spliced, the stable support can be realized, the spliced template is ensured not to be deformed easily, a better reinforcing effect can be achieved, when the planar template is fixed, the triangular plate 52 is arranged, the first angle plate 1 and the second angle plate 2 can be better fixed under the matching of the expansion screws 53, four expansion screws 53 are arranged on the corner edges of the triangular plate 52 in a rectangular shape, the torsion that the template was assembled that resists that can be better, location that can be more stable guarantees that reinforced structure uses stably, improves stability.

The preferred embodiments of the invention disclosed above are intended to be illustrative only. The preferred embodiments are not intended to be exhaustive or to limit the invention to the precise embodiments disclosed. Obviously, many modifications and variations are possible in light of the above teaching. The embodiments were chosen and described in order to best explain the principles of the invention and the practical application, to thereby enable others skilled in the art to best utilize the invention. The invention is limited only by the claims and their full scope and equivalents.

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