Geotechnical reinforced belt laying device
By designing a georced belt laying device, using components such as pusher rods and wheels to achieve simultaneous laying and placement of multiple reinforced belts, the problems of high labor costs and difficult spacing control in the existing technology are solved, and the laying efficiency is improved and quality, and reduce production costs.
Patent Information
- Application Number
- CN202323433189.7
- Authority / Receiving Office
- CN · China
- Patent Type
- Utility models(China)
- Current Assignee / Owner
- Filing Date
- 2023-12-16
- Publication Date
- 2024-12-13
- Estimated Expiration
- 2033-12-16
AI Technical Summary
The laying of existing georectile belts requires cooperation from multiple people, resulting in high labor costs, cumbersome measurement and laying lines and difficult to control the laying distance. Especially when laid from a long distance, the reinforced belts are easy to swing, affecting the quality.
A georecting belt laying device is designed, including push rods, brackets, wheels, main connecting rods, arrangement rods, shafts, baffles and fixing pins. By welding and installing the wheels, multiple reinforcements are realized by using manual pulling devices. The belt is laid and placed at the same time, and the reinforced belt is fixed with baffle and fixed pins to ensure the uniform spacing.
It improves the laying efficiency of reinforced belts, reduces manual demand, ensures the accuracy and quality of laying spacing, is easy to obtain, is easy to make and is low in cost, and is suitable for the layout of a variety of spacing and materials.
Smart Images
Figure CN222162028U_ABST
Abstract
Description
Technical Field
[0001] The invention is mainly used for laying and placing geotechnical reinforcement tapes in the construction field, and can also involve the arrangement of disc-shaped flexible and semi-flexible materials with equal spacing or different spacing. Background Art
[0002] The existing geotechnical reinforcement belts can only be laid out individually, and each laying requires two people to work together. This approach has the following defects: 1. It uses more manpower and increases costs, especially when the amount of reinforcement belts laid is large; 2. In order to ensure the laying spacing, it is necessary to lay out the lines before laying; 3. The reinforcement belt is long. If the lines are only laid out at both ends, the distance between the reinforcement belts will swing left and right during the single laying process, and the spacing may be far or close. Summary of the invention
[0003] The purposes of the present invention are: 1. to improve the laying efficiency of geotechnical reinforcement tapes, saving labor and cost; 2. to reduce the workload of measuring and laying out; 3. to ensure the laying spacing and laying quality of the reinforcement tapes.
[0004] The above-mentioned object of the present invention is achieved through the following technical solutions:
[0005] The geotechnical reinforcement tape laying device is characterized in that it is composed of a trolley rod, a bracket, wheels, a main connecting rod, a layout rod, an axle, a baffle, and a fixing pin; the trolley rod is welded with a main connecting rod and two parallel rods, and three layout rods are welded equidistantly and vertically to the main connecting rod, and a shaft is vertically welded on one side of each layout rod, the baffle is sleeved on the shaft, and a pin hole is provided on the shaft, and the fixing pin is passed through the pin hole; brackets are welded on the two parallel rods, and wheels are installed on the brackets; the angle between the layout rod and the parallel rods is 135°.
[0006] The invention can arrange a plurality of geotechnical reinforcement belts at the same time each time, utilizes the disc shape and semi-rigidity characteristics of the geotechnical reinforcement belts, adopts a manual pulling device, and completes the laying and placing of the geotechnical reinforcement belts during the moving process.
[0007] The baffle and the fixing pin fix the geotextile reinforcement belt so that it will not shift or deviate from the axis during the rotation process.
[0008] The bracket is fixed and supported by triangular supports to prevent deformation during movement.
[0009] The method for using the invention is as follows: the central hole of the disc-shaped reinforced belt is sleeved on the shaft, and fixed by a baffle and a fixing pin, so as to prevent the reinforced belt from being separated from the shaft and preventing the reinforced belt from idling during movement.
[0010] Note: The material specifications used in the present invention can be appropriately adjusted according to the materials available on site. The number of arranged rods can be adjusted according to the length and weight of the reinforcement belt, etc. The spacing of the arranged rods can be adjusted according to the spacing of the reinforcement belt required by the design.
[0011] The beneficial technical effects of the present invention are:
[0012] 1. Improve the laying efficiency of the reinforcement belt and save labor. From the original two people laying one belt at a time, it is changed to one person laying three belts at a time.
[0013] 2. Ensure the laying quality of geotechnical reinforcement belts. The inherent spacing of the device is used to ensure the spacing control of the reinforcement belts during the laying process.
[0014] 3. The spacing between the reinforcement strips and the number of reinforcement strips arranged at the same time can be adjusted and produced in advance according to actual conditions.
[0015] 4. The materials used are easy to obtain, the production is simple, and the production cost is low.
[0016] 5. In addition to laying geotechnical reinforcement belts, it can also involve the arrangement of disc-shaped flexible and semi-flexible materials with equal or different spacing, and has broad application prospects. BRIEF DESCRIPTION OF THE DRAWINGS
[0017] Figure 1 It is a plan view schematic diagram of the present invention;
[0018] Figure 2 is a schematic elevation view of the present invention;
[0019] In the figure, 1. cart rod; 2. wheel rod; 3. wheel; 4. main connecting rod; 5. layout rod; 6. reinforcement belt fixing device; 7. baffle; 8. fixing pin. DETAILED DESCRIPTION
[0020] Figure 1 As shown, the geotechnical reinforcement tape laying device is characterized in that it is composed of a cart rod 1, a bracket 2, wheels 3, a main connecting rod 4, an arrangement rod 5, an axis, and a reinforcement tape positioning device 6; the main connecting rod 4 is equidistant and vertically welded with three arrangement rods 5, and a axis is welded on one side of each arrangement rod 5, and the reinforcement tape is sleeved on the axis and clamped by the reinforcement tape fixing device 6.
[0021] The reinforcement belt positioning device 6 is composed of a baffle 7 and a fixing pin 8; the baffle 7 is sleeved on the shaft, and a pin hole is provided on the shaft, and the fixing pin 8 is passed through the pin hole.
[0022] The two parallel rods of the cart rod 1 are welded with a bracket 2, and the bracket 2 is equipped with a wheel 3. The angle between the arrangement rod and the parallel rod is 135°.
Claims
1. Geotechnical reinforcement belt laying device, characterized in that: It consists of a trolley rod, a bracket, wheels, a main connecting rod, a layout rod, an axle, a baffle and a fixing pin; the trolley rod is welded with a main connecting rod and two parallel rods, and three layout rods are welded equidistantly and vertically to the main connecting rod, and a shaft is vertically welded on one side of each layout rod, the baffle is sleeved on the shaft, and a pin hole is provided on the shaft, and the fixing pin is passed through the pin hole; brackets are welded on the two parallel rods, and wheels are installed on the brackets; the angle between the layout rod and the parallel rods is 135°.