CN214832002U

CN214832002U - Mountain scaffold construction platform

Info

Publication number: CN214832002U
Application number: CN202121677146.1U
Authority: CN
Inventors: 吴林平; 饶勇; 彭放
Original assignee: China Metallurgical Construction Engineering Group Co Ltd
Current assignee: China Metallurgical Construction Engineering Group Co Ltd
Priority date: 2021-07-22
Filing date: 2021-07-22
Publication date: 2021-11-23
Anticipated expiration: 2031-07-22

Abstract

The utility model discloses a mountain scaffold construction platform, which is arranged on one side of a mountain, and comprises a scaffold fixedly arranged on the mountain, wherein the scaffold comprises a plurality of rows of vertical rods fixed on the mountain, and a plurality of cross rods fixed with the vertical rods through fasteners are arranged between the vertical rods in the same row along the height direction of the vertical rods; the height of the vertical rod in the middle of the scaffold is smaller than that of the vertical rods on the left side and the right side of the scaffold, a layer of bottom plate is fully paved between the vertical rods on the left side and the right side of the scaffold, and a protective net is hung on the vertical rods on the left side and the right side.

Description

Mountain scaffold construction platform

Technical Field

The utility model belongs to municipal construction field, concretely relates to mountain region scaffold frame construction platform.

Background

When a mountain walkway or a trestle is constructed, a frame body is generally required to be erected on one side of a mountain in the construction process, and a construction platform is erected on the frame body and used for transporting construction materials and providing for workers to operate. The existing scaffold is generally connected with a plurality of steel pipes and a base plate platform through connecting fasteners and is formed by being erected from bottom to top, in a specific construction process, because the mountain body has the condition that a stress surface is uneven and a bearing surface is inconsistent, the vertical rod is fixed by adopting a connecting plate and a mountain body fixing mode, the support body is possibly stressed unevenly, the possibility of overturning is caused, and firm safety risks are brought to operating personnel.

Disclosure of Invention

To the not enough of above-mentioned prior art, the utility model aims to solve the technical problem that: how to provide a mountain region scaffold frame construction platform that simple to operate, flexibility are high, mounting structure are firm.

In order to solve the technical problem, the utility model discloses a following technical scheme:

a mountain scaffold construction platform is arranged on one side of a mountain and comprises scaffolds fixedly arranged on the mountain, each scaffold comprises a plurality of rows of upright rods fixed on the mountain, and a plurality of cross rods fixed with the upright rods through fasteners are arranged between the upright rods in the same row along the height direction of the upright rods; the height of the vertical rod in the middle of the scaffold is smaller than that of the vertical rods on the left side and the right side of the scaffold, a layer of bottom plate is fully paved between the vertical rods on the left side and the right side of the scaffold, and a protective net is hung on the vertical rods on the left side and the right side. Like this, it is fixed through the socket joint with the pole setting lower extreme of scaffold frame and the pre-buried stock in the concrete seat, and the concrete seat inlays in the massif, and the concrete that sets up is for opening the concrete formation of pouring in the hole that chisels out on the massif, pours back and massif formation one whole, and the stock anchor is in the concrete seat, and is fixed with pole setting lower extreme socket joint again to it is comparatively firm to make to be connected between each pole setting and the massif, can form fine support for the scaffold frame. Meanwhile, the installation and the disassembly are very convenient due to the socket connection mode of the upright rod and the anchor rod. The bottom plate of laying at middle part pole setting top can form the platform, and left side pole setting and right side pole setting are located the bottom plate both sides in the scaffold to form the guardrail of platform both sides, need not to install the pole setting again, the installation is comparatively simple and convenient.

Furthermore, a plurality of reinforcing cross rods are arranged on one side, close to the mountain, of each row of vertical rods or part of vertical rods at intervals along the height direction of the mountain, one ends of the reinforcing cross rods are fixed with the mountain, and the other ends of the reinforcing cross rods and at least two adjacent vertical rods in the same row of vertical rods are fixed through fasteners. Like this, the reinforcement horizontal pole that sets up can be to the opposite pole lateral reinforcement, forms the drawing of pole setting from massif one side and connects fixedly for the scaffold frame that forms is more firm, and then makes the platform of installing on the scaffold frame also more firm.

Furthermore, a plurality of reinforcing seats are further arranged in the mountain body and at one end, close to the mountain body, of each reinforcing transverse rod, each reinforcing seat is a cubic concrete foundation, a vertical pipe with the top extending out of each reinforcing seat is pre-embedded in each reinforcing seat, and the vertical pipes are fixedly connected with the corresponding reinforcing transverse rods through fasteners. Like this, it is fixed with the massif that the reinforcing horizontal pole passes through the standpipe and adds the base, and adds the base and inlay in the massif for it is very firm to consolidate and be connected between horizontal pole and the massif. The standpipe is connected through the fastener between with the reinforcement horizontal pole, and it is all comparatively convenient to install and fix.

Furthermore, the part of the connecting part of the upright stanchion and the cross rod and the opposite side of the reinforcing cross rod are also connected with an inclined strut of which the lower end is fixedly connected with the mountain body. Thus, the inclined strut can form the support for the scaffold from the other side of the scaffold, and the stability of the scaffold is further improved.

Furthermore, a plurality of cross braces are fixedly arranged on the outer end face of the scaffold. In this way, the provided cross braces can further reinforce the stability of the scaffold.

Drawings

FIG. 1 is a schematic view of an installation structure of a mountain scaffold construction platform in the embodiment;

FIG. 2 is a side view of FIG. 1;

fig. 3 is an enlarged schematic view of an installation structure of a concrete seat and an anchor rod in the embodiment.

Detailed Description

The present invention will be further explained with reference to the drawings and examples.

Example (b):

as shown in fig. 1 to 3, the mountain scaffold construction platform provided in this embodiment is provided at one side of a mountain, is located beside a mountain walkway installation area to be erected, and includes scaffolds fixedly installed on the mountain, the scaffolds include a plurality of rows of upright posts 3 fixed on the mountain, and a plurality of cross bars 4 fixed to the upright posts 3 through fasteners are provided between the upright posts 3 in the same row in the height direction of the upright posts 3; a three-dimensional concrete seat 1 is embedded at the lower end of each vertical rod in the mountain body, an anchor rod 2 is embedded in each concrete seat 1, and the top end of each anchor rod 2 extends out of the concrete seat 1 and is inserted at the lower end of the corresponding vertical rod 3; the height of the upright stanchion 3 positioned in the middle of the scaffold is less than that of the upright stanchions positioned on the left side and the right side of the scaffold, a layer of bottom plate 8 is fully paved between the upright stanchion 3 on the left side and the upright stanchion 3 on the right side of the scaffold, a protective net 9 is hung on the upright stanchions positioned on the left side and the right side, and the bottom plate 8 and the protective net 9 form a platform for transporting construction materials and allowing workers to operate; and a plurality of reinforcing cross rods 7, one ends of which are fixed with the mountain body and the other ends of which are fixed with at least two adjacent vertical rods 3 in the same row of vertical rods 3 through fasteners, are arranged on one side of each row of vertical rods 3 or part of the vertical rods 3, which is close to the mountain body, at intervals along the height direction of the mountain body. A plurality of shear braces 11 are fixedly arranged on the outer end face of the scaffold. In the concrete implementation, a plurality of anchor cables anchored in a mountain with the end parts can be arranged on one side of the scaffold.

A plurality of reinforcing bases 5 are further arranged at one end, close to the mountain, of each reinforcing cross rod 7 in the mountain body, each reinforcing base 5 is a cubic concrete foundation, a vertical pipe 6 with the top extending out of each reinforcing base is pre-embedded in each reinforcing base 5, and the vertical pipes 6 are fixedly connected with the corresponding reinforcing cross rods 7 through fasteners.

The part where the vertical rod 3 and the cross rod 4 are connected and the opposite side of the reinforcing cross rod 7 are also connected with an inclined strut 10 of which the lower end is fixedly connected with a mountain body. As shown in fig. 1, in the specific implementation, a support is embedded in the mountain corresponding to each inclined strut, a vertical rod is arranged in the support, the top of the vertical rod extends out of the support, and the vertical rod is fixedly connected with the inclined strut.

The reinforcing seat 5 is arranged in the same manner as the concrete seat 1, and the depth of the reinforcing seat embedded into the mountain is different according to the rock condition inside the mountain.

Finally, it should be noted that the above embodiments are only used for illustrating the technical solutions of the present invention and not for limiting the technical solutions, and although the applicant has described the present invention in detail with reference to the preferred embodiments, those skilled in the art should understand that those modifications or equivalent substitutions to the technical solutions of the present invention can be made without departing from the spirit and scope of the technical solutions, and all the modifications and equivalent substitutions should be covered by the claims of the present invention.

Claims

1. A mountain scaffold construction platform is arranged on one side of a mountain and comprises scaffolds fixedly installed on the mountain, wherein each scaffold comprises a plurality of rows of upright rods (3) fixed on the mountain, and a plurality of cross rods (4) fixed with the upright rods (3) through fasteners are arranged between the upright rods (3) in the same row along the height direction of the upright rods (3), and the mountain scaffold is characterized in that a three-dimensional concrete seat (1) is embedded at the lower end of each upright rod in the mountain, an anchor rod (2) is embedded in each concrete seat (1), and the top end of each anchor rod (2) extends out of the concrete seat (1) and is inserted at the lower end of the corresponding upright rod (3); the height of the vertical rod (3) positioned in the middle of the scaffold is less than that of the vertical rods positioned on the left side and the right side of the scaffold, a layer of bottom plate (8) is fully paved between the vertical rod (3) on the left side of the scaffold and the vertical rod (3) on the right side of the scaffold, and a protective net (9) is hung on the vertical rods positioned on the left side and the right side.

2. The scaffolding platform as claimed in claim 1, wherein a plurality of reinforcing bars (7) are spaced apart from each row of uprights (3) or part of uprights (3) adjacent to the mountain along the height direction of the mountain, one end of each reinforcing bar being fixed to the mountain and the other end of each reinforcing bar being fixed to at least two adjacent uprights (3) of the same row of uprights (3) by fasteners.

3. The mountain scaffold construction platform as claimed in claim 2, wherein a plurality of reinforcing seats (5) are further arranged at one end of each reinforcing cross rod (7) close to the mountain in the mountain, each reinforcing seat (5) is a cubic concrete foundation, a vertical pipe (6) with the top extending out of each reinforcing seat is embedded in each reinforcing seat (5), and the vertical pipe (6) is fixedly connected with the corresponding reinforcing cross rod (7) through a fastener.

4. The scaffolding platform for mountainous terrain scaffold construction according to claim 2 or 3, wherein a diagonal brace (10) having a lower end fixedly connected with the mountain is further connected to a joint of a part of the vertical poles (3) and the cross bar (4) and an opposite side of the reinforcing cross bar (7).

5. The scaffolding platform as claimed in claim 4 wherein a plurality of cross braces (11) are fixedly mounted on the outer end of the scaffolding.