A device for a foundation template of a reinforcement plate of a non-settling well lid

Abstract

The utility model belongs to engineering construction equipment technical field especially relates to a kind of for anti-settling well lid reinforcing plate foundation formwork device, it includes outside formwork, inside formwork and horizontal inclined brace, outside formwork outer facade is provided with several vertical arrangement horizontal stiffener, outside formwork outer facade is provided with several transverse arrangement vertical stiffener, horizontal stiffener and vertical stiffener intersect, inside formwork is located inside outside formwork, inside formwork inner wall is provided with several vertical arrangement stiffener ring, horizontal inclined brace quantity is at least two, horizontal inclined brace is crossed and is arranged in outside formwork and inside formwork top end, outside formwork and inside formwork are all with horizontal inclined brace fixed connection, the utility model can be made in construction site at any time, the material used is conventional, and production mode is fast and convenient, and applicability is extensive, can improve engineering construction efficiency and quality, increase construction safety, shorten construction period, reduce investment cost, reduce the influence to city traffic and environment.

Description

Technical Field

[0001] This utility model belongs to the field of engineering construction equipment technology, and in particular relates to a foundation template device for anti-settlement manhole cover reinforcement plate. Background Technology

[0002] With the continuous development of urbanization and the increase of various types of transportation in cities, municipal roads and road surface facilities are facing greater challenges. Sewage manhole covers are a weak link in urban roads. Traffic accidents and noise pollution caused by the settlement of sewage manhole covers are common problems of municipal roads. Moreover, the maintenance of sewage manhole covers leads to the closure of urban roads, which also has a significant adverse impact on urban traffic.

[0003] Improving the construction quality of newly built sewage manhole covers and quickly achieving efficient maintenance of sewage manhole covers are key factors in the success or failure of municipal road drainage engineering projects.

[0004] This utility model designs a foundation template device for anti-settlement manhole cover reinforcement plates to solve the above problems. Utility Model Content

[0005] To achieve the above objectives, the present invention adopts the following technical solution:

[0006] A foundation template device for anti-settlement manhole cover reinforcement plate, comprising an outer template, an inner template, and horizontal diagonal bracing;

[0007] The outer facade of the outer formwork is provided with several vertically arranged horizontal stiffening beams, and the outer facade of the outer formwork is provided with several horizontally arranged vertical stiffening beams, which intersect with the vertical stiffening beams.

[0008] The inner formwork is located inside the outer formwork, and the inner wall of the inner formwork is provided with several vertically arranged stiffening rings;

[0009] There are at least two horizontal braces, which are intersected at the top of the outer and inner templates, and both the outer and inner templates are fixedly connected to the horizontal braces.

[0010] As a preferred option, the outer formwork is rectangular, with vertical stiffening beams set on the edges of the outer formwork and horizontal diagonal braces distributed along the diagonals of the outer formwork.

[0011] As a preferred embodiment, the tops of the outer and inner templates are at the same horizontal level, the bottom horizontal level of the inner template is lower than that of the outer template, and the area of ​​the inner template is smaller than that of the outer template.

[0012] As a preferred option, the outer and inner formwork are made of bamboo plywood or steel plate.

[0013] As a preferred option, the stiffening ring is made of threaded steel.

[0014] As a preferred option, the horizontal bracing is made of square timber or galvanized steel pipe.

[0015] Compared with existing technologies, the advantages of this utility model are:

[0016] 1. The outer formwork, inner formwork, and horizontal bracing of this utility model can be adapted to the construction of municipal road drainage projects, taking into account the structural form of the project and factors such as on-site construction conditions and environment. They can be fabricated on-site at any time, using conventional materials, and the fabrication method is quick and convenient. They are widely applicable and can improve the efficiency and quality of project construction, increase construction safety, shorten the construction period, reduce investment costs, and reduce the impact on urban traffic and the environment. Attached Figure Description

[0017] Figure 1 This is a top view of the present invention.

[0018] Figure 2 This is a front view schematic diagram of this utility model.

[0019] The labels in the diagram are as follows: 1. Outer formwork; 2. Inner formwork; 3. Horizontal brace; 11. Horizontal stiffening beam; 12. Vertical stiffening beam; 21. Stiffening ring reinforcement. Detailed Implementation

[0020] The specific embodiments of this utility model will be further described in detail below with reference to the accompanying drawings and examples. The following embodiments or drawings are used to illustrate this utility model, but are not intended to limit the scope of this utility model.

[0021] A foundation template device for reinforcing plates of anti-settlement manhole covers, such as Figure 1 As shown, it includes an outer template 1, an inner template 2, and a horizontal diagonal brace 3;

[0022] The outer facade of the outer formwork 1 is provided with several vertically arranged horizontal stiffening beams 11, and the outer facade of the outer formwork 1 is provided with several horizontally arranged vertical stiffening beams 12, and the horizontal stiffening beams 11 and the vertical stiffening beams 12 intersect.

[0023] The inner template 2 is located inside the outer template 1, and the inner wall of the inner template 2 is provided with several vertically arranged stiffening rings 21;

[0024] There are at least two horizontal diagonal braces 3, which are arranged crosswise at the top of the outer template 1 and the inner template 2. Both the outer template 1 and the inner template 2 are fixedly connected to the horizontal diagonal braces 3, and the horizontal diagonal braces 3 make the outer template 1 and the inner template 2 form a fixed whole.

[0025] The outer formwork 1, inner formwork 2, and horizontal bracing 3 can be adapted to the construction of municipal road drainage projects, taking into account the structural form of the project and factors such as on-site construction conditions and environment. They can be fabricated on-site at any time, using conventional materials, and the fabrication method is quick and convenient. They are widely applicable and can improve the efficiency and quality of project construction, increase construction safety, shorten the construction cycle, reduce investment costs, and reduce the impact on urban traffic and the environment.

[0026] Horizontal stiffening beams 11 and vertical stiffening beams 12 are used to improve the strength, stiffness, and deformation resistance of the outer formwork 1, while stiffening rings 21 are used to improve the strength, stiffness, and deformation resistance of the inner formwork 2.

[0027] The shapes of the outer template 1 and the inner template 2 are determined according to the actual wellbore shape. The outer template 1 and the inner template 2 can be rectangular or circular.

[0028] If the outer formwork 1 is rectangular, the vertical stiffening beam 12 is set on the edge of the outer formwork 1, and the horizontal diagonal brace 3 is distributed along the diagonal of the outer formwork 1.

[0029] The tops of the outer template 1 and the inner template 2 are at the same horizontal level, the bottom horizontal level of the inner template 2 is lower than the bottom horizontal level of the outer template 1, and the area of ​​the inner template 2 is smaller than the area of ​​the outer template 1.

[0030] The outer template 1 and the inner template 2 are made of bamboo plywood or steel plate, the stiffening ring 21 is made of threaded steel, and the horizontal diagonal brace 3 is made of square timber or galvanized steel pipe.

[0031] Here is an example of a specific embodiment of this device:

[0032] The outer formwork 1 is made of bamboo plywood. The outer formwork 1 has the following specifications: 2500mm long * 2500mm wide * 700mm high * 10mm thick * 4 pieces. The four outer formwork 1 pieces form a rectangle. The horizontal stiffening beams 21 are made of square timber. The specifications are 2500mm long * 40mm wide * 40mm high * 12 pieces. The horizontal stiffening beams 21 are divided into four groups of three pieces each. One group of horizontal stiffening beams 21 is set on the outer end face of one outer formwork 1. The vertical stiffening beams 22 are made of square timber. The specifications are 700mm long * 40mm wide * 40mm high * 4 pieces. The four vertical stiffening beams 22 are respectively set on the four edges of the outer formwork 1. The horizontal stiffening beams 21 are connected to the vertical stiffening beams 22 on both sides.

[0033] The inner template 2 is made of bamboo plywood, and its specifications are 700mm in diameter, 1000mm in height, and 10mm in thickness. The reinforcing ring is made of No. 10 threaded steel, and its specifications are 2400mm in length and 5 pieces.

[0034] The horizontal diagonal brace 3 is made of square timber. The dimensions of the horizontal diagonal brace 3 are 3560mm long * 40mm wide * 40mm high * 2 pieces. The two horizontal diagonal braces 3 are distributed along the two diagonals of the rectangular structure formed by the outer template 1, and the intersection of the two horizontal diagonal braces 3 is located inside the inner template 2.

[0035] The above description is merely a preferred embodiment of the present utility model and is not intended to limit the present utility model in any way. Any simple modifications or equivalent changes made to the above embodiments based on the technical essence of the present utility model shall fall within the protection scope of the present utility model.

Claims

1. A foundation template device for anti-settlement manhole cover reinforcing plates, characterized in that: Includes outer template (1), inner template (2) and horizontal diagonal bracing (3); The outer formwork (1) has several vertically arranged horizontal stiffening beams (11) on its exterior facade, and several horizontally arranged vertical stiffening beams (12) on its exterior facade, with the horizontal stiffening beams (11) and vertical stiffening beams (12) intersecting. The inner template (2) is located inside the outer template (1), and the inner wall of the inner template (2) is provided with several vertically arranged stiffening rings (21). The number of horizontal diagonal braces (3) is at least two. The horizontal diagonal braces (3) are arranged crosswise at the top of the outer template (1) and the inner template (2). The outer template (1) and the inner template (2) are both fixedly connected to the horizontal diagonal braces (3).

2. The foundation template device for anti-settlement manhole cover reinforcing plate according to claim 1, characterized in that: The outer template (1) is rectangular, with vertical stiffening beams (12) set on the edges of the outer template (1) and horizontal diagonal braces (3) distributed along the diagonal of the outer template (1).

3. The foundation template device for anti-settlement manhole cover reinforcement plate according to claim 1, characterized in that: The tops of the outer template (1) and the inner template (2) are at the same horizontal height, the bottom horizontal height of the inner template (2) is lower than the bottom horizontal height of the outer template (1), and the area of ​​the inner template (2) is smaller than the area of ​​the outer template (1).

4. The foundation template device for anti-settlement manhole cover reinforcing plate according to claim 1, characterized in that: The outer template (1) and the inner template (2) are made of bamboo plywood or steel plate.

5. A foundation template device for anti-settlement manhole cover reinforcement plates according to claim 1, characterized in that: The stiffening ring (21) is made of threaded steel.

6. A foundation template device for anti-settlement manhole cover reinforcing plate according to claim 1, characterized in that: The horizontal bracing (3) is made of square timber or galvanized steel pipe.

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