Light assembly type ECP brick moulding bed
Through the design of lightweight prefabricated ECP brick tire molds, the combination of H-type channel steel and ECP template body is used to combine splicing and reinforcement mechanisms, the problems of high construction efficiency and cost of traditional brick tire molds are solved, and efficient splicing, stable connection and good waterproof performance are achieved.
Patent Information
- Application Number
- CN202421601259.7
- Authority / Receiving Office
- CN · China
- Patent Type
- Utility models(China)
- Current Assignee / Owner
- Filing Date
- 2024-07-08
- Publication Date
- 2025-04-15
- Estimated Expiration
- 2034-07-08
AI Technical Summary
When used on a large scale, traditional brick tire molds have problems such as large excavation volume, high material price, long construction cycle and additional waterproof construction, resulting in high construction efficiency and cost.
采用轻质装配式ECP砖胎模,通过H型槽钢和ECP模板主体的组合,利用拼接机构和加固机构提高模板的拼接效率和稳定性,并通过防水胶层提高防水性。
It realizes efficient splicing and stable connection of lightweight prefabricated ECP brick tire molds, reducing construction costs and cycles, and improving waterproof performance.
Smart Images
Figure CN222758934U_ABST
Abstract
Description
Technical Field
[0001] The utility model relates to the technical field of ECP brick formwork, in particular to a lightweight assembled ECP brick formwork. Background Art
[0002] Traditional brick formwork is a method of using brick masonry to replace wooden formwork or steel formwork. It is mainly used in places where the side formwork is not easy to remove, such as basement foundations and pedestals. However, large-scale brick formwork requires a large amount of earth excavation, high prices for bricks and mortar, and requires plastering on the inside during waterproofing construction. It also requires a large amount of labor input and requires waiting for the masonry mortar to reach a certain strength before the next process can be constructed, resulting in a long construction period. Using prefabricated panels and concrete partition board formwork to replace traditional brick formwork improves assembly efficiency, but the single board is bulky and has a low surface density, which greatly increases the installation cost, and a waterproof layer needs to be applied later. To this end, we propose a lightweight assembled ECP brick formwork. Utility Model Content
[0003] In view of the problems in the prior art, the utility model provides a lightweight assembled ECP brick mold.
[0004] The technical solution adopted by the utility model to solve the technical problem is a lightweight assembled ECP brick formwork, comprising an H-shaped channel steel, a splicing mechanism is installed at the outer wall of the H-shaped channel steel, and the splicing mechanism is composed of an ECP template body, a convex plate, a groove, a waterproof adhesive layer A and a waterproof adhesive layer B. A convex plate is fixedly installed on the outer wall of the ECP template body, a groove is opened on the outer wall of the ECP template body, a waterproof adhesive layer A is adhered to the outer wall of the ECP template body, and a waterproof adhesive layer B is adhered to the plate wall of the convex plate, and the size of the convex plate is the same as the size of the groove.
[0005] By adopting the above technical scheme, when the ECP formwork body is spliced, since a splicing mechanism is installed at the outer wall of the H-shaped channel steel, the splicing mechanism is composed of the ECP formwork body, the convex plate, the groove, the waterproof adhesive layer A and the waterproof adhesive layer B. The convex plate of one group of ECP formwork bodies is inserted into the groove of another group of ECP formwork bodies. Since the waterproof adhesive layer B is adhered to the wall of the convex plate, the convex plate and the groove are sealed. One group of ECP formwork bodies is adhered to another group of ECP formwork bodies through the waterproof adhesive layer A, thereby increasing the waterproofness of the ECP formwork bodies. Then, the ECP formwork bodies are adhered to the groove wall of the H-shaped channel steel to increase the sealing between the ECP formwork bodies and the H-shaped channel steel, thereby facilitating the splicing of the ECP formwork bodies.
[0006] Specifically, it also includes a reinforcement mechanism, and the reinforcement mechanism is installed on the outer wall of the H-shaped channel steel body.
[0007] By adopting the above technical solution, the stability of the connection between the H-shaped channel steel and the ground can be increased through the reinforcement mechanism.
[0008] Specifically, the reinforcement mechanism is composed of a fixed plate, a threaded rod, a threaded sleeve, a support plate and an anchor rod. A group of symmetrical fixed plates are welded at the outer wall of the H-shaped channel steel, a group of fixed plates are plugged into the plate walls, a group of symmetrical threaded sleeves are threadedly connected at the rod walls of the threaded rods, a support plate is welded at the rod walls of the threaded rods, and an anchor rod is plugged into the plate walls of the support plate.
[0009] By adopting the above technical scheme, when increasing the stability of the connection between the H-shaped channel steel body and the ground, since a reinforcement mechanism is installed at the outer wall of the H-shaped channel steel body, and the reinforcement mechanism is composed of a fixing plate, a threaded rod, a threaded sleeve, a support plate and an anchor rod, after the H-shaped channel steel is buried in the ground, a person rotates the support plate, and since a group of symmetrical threaded sleeves are threadedly connected at the rod wall of the threaded rod, the person twists the threaded sleeve so that the threaded sleeve squeezes the fixing plate to fix the threaded rod, and since the anchor rod is plugged into the plate wall of the support plate, the stability of the H-shaped channel steel is increased after the anchor rod is inserted into the ground.
[0010] Specifically, the channel wall of the H-shaped channel steel is adhesively connected to the outer wall of the ECP formwork body through a waterproof adhesive layer C.
[0011] By adopting the above technical solution, the waterproofness between the H-shaped channel steel and the ECP formwork body can be increased.
[0012] Specifically, the ECP template body is a hollow structure.
[0013] By adopting the above technical solution, the weight of the ECP template body can be reduced through the hollow structure.
[0014] Beneficial effects of the utility model:
[0015] (1) The utility model discloses a lightweight assembled ECP brick formwork. When splicing the ECP formwork body, a splicing mechanism is installed on the outer wall of the H-shaped channel steel. The splicing mechanism is composed of an ECP formwork body, a convex plate, a groove, a waterproof adhesive layer A and a waterproof adhesive layer B. The convex plate of one set of ECP formwork bodies is inserted into the groove of another set of ECP formwork bodies. Since the waterproof adhesive layer B is adhered to the wall of the convex plate, the convex plate and the groove are sealed. One set of ECP formwork bodies is adhered to the waterproof adhesive layer A to increase the waterproofness of the ECP formwork bodies. Then, the ECP formwork bodies are adhered to the groove wall of the H-shaped channel steel to increase the sealing between the ECP formwork bodies and the H-shaped channel steel, thereby facilitating the splicing of the ECP formwork bodies.
[0016] (2) The utility model discloses a lightweight assembled ECP brick formwork. When increasing the stability of the connection between the H-shaped channel steel body and the ground, a reinforcement mechanism is installed on the outer wall of the H-shaped channel steel body. The reinforcement mechanism is composed of a fixing plate, a threaded rod, a threaded sleeve, a support plate and an anchor rod. After the H-shaped channel steel is buried in the ground, a person rotates the support plate. Since a group of symmetrical threaded sleeves are threadedly connected to the rod wall of the threaded rod, the person twists the threaded sleeve so that the threaded sleeve squeezes the fixing plate to fix the threaded rod. Since the anchor rod is plugged into the plate wall of the support plate, the stability of the H-shaped channel steel is increased after the anchor rod is inserted into the ground. BRIEF DESCRIPTION OF THE DRAWINGS
[0017] The utility model is further described below in conjunction with the accompanying drawings and embodiments.
[0018] Figure 1 It is the main figure of the utility model;
[0019] Figure 2 This is a schematic diagram of the splicing mechanism structure of the utility model;
[0020] Figure 3 This is a schematic diagram of the main structure of the ECP template of the utility model;
[0021] Figure 4 This is a schematic diagram of the H-shaped channel steel structure of the utility model;
[0022] In the figure: 1. H-shaped channel steel; 2. splicing mechanism; 201. ECP formwork body; 202. convex plate; 203. groove; 204. waterproof adhesive layer A; 205. waterproof adhesive layer B; 3. waterproof adhesive layer C; 4. reinforcement mechanism; 401. fixing plate; 402. threaded rod; 403. threaded sleeve; 404. support plate; 405. anchor rod. DETAILED DESCRIPTION
[0023] In order to make the technical means, creative features, objectives and effects achieved by the present invention easy to understand, the present invention is further described below in conjunction with specific implementation methods.
[0024] As an embodiment of the present utility model, Figure 1 , Figure 2 , Figure 3 and Figure 4As shown, a lightweight assembled ECP brick formwork described in the utility model includes an H-shaped channel steel 1, a splicing mechanism 2 is installed on the outer wall of the H-shaped channel steel 1, and the splicing mechanism 2 is composed of an ECP template body 201, a convex plate 202, a groove 203, a waterproof adhesive layer A204 and a waterproof adhesive layer B205. The outer wall of the ECP template body 201 is fixedly installed with a convex plate 202, the outer wall of the ECP template body 201 is provided with a groove 203, the outer wall of the ECP template body 201 is adhered with a waterproof adhesive layer A204, the board wall of the convex plate 202 is adhered with a waterproof adhesive layer B205, and the size of the convex plate 202 is the same as the size of the groove 203.
[0025] When in use, since a splicing mechanism 2 is installed on the outer wall of the H-shaped channel steel 1, the splicing mechanism 2 is composed of an ECP template body 201, a convex plate 202, a groove 203, a waterproof adhesive layer A204 and a waterproof adhesive layer B205. The convex plate 202 of one group of ECP template bodies 201 is inserted into the groove 203 of another group of ECP template bodies 201. Since the waterproof adhesive layer B205 is adhered to the wall of the convex plate 202, the convex plate 202 and the groove 203 are sealed. One group of ECP template bodies 201 and another group of ECP template bodies 201 are adhered and connected by the waterproof adhesive layer A204, the waterproofness of the ECP template bodies 201 is increased, and then the ECP template bodies 201 are adhered and connected to the groove wall of the H-shaped channel steel 1 to increase the sealing between the ECP template bodies 201 and the H-shaped channel steel 1, which facilitates the splicing of the ECP template bodies 201.
[0026] like Figure 1 As shown, a reinforcing mechanism 4 is also included, and the reinforcing mechanism 4 is installed on the outer wall of the main body of the H-shaped channel steel 1.
[0027] When in use, the reinforcing mechanism 4 can increase the stability of the connection between the H-shaped channel steel 1 and the ground.
[0028] like Figure 1 As shown, the reinforcement mechanism 4 is composed of a fixing plate 401, a threaded rod 402, a threaded sleeve 403, a support plate 404 and an anchor rod 405. A group of symmetrical fixing plates 401 are welded at the outer wall of the H-shaped channel steel 1, a group of fixing plates 401 are plugged into the plate walls with threaded rods 402, a group of symmetrical threaded sleeves 403 are threadedly connected at the rod walls of the threaded rods 402, a support plate 404 is welded at the rod walls of the threaded rods 402, and an anchor rod 405 is plugged into the plate walls of the support plate 404.
[0029] When in use, since a reinforcement mechanism 4 is installed on the outer wall of the main body of the H-shaped channel steel 1, and the reinforcement mechanism 4 is composed of a fixing plate 401, a threaded rod 402, a threaded sleeve 403, a support plate 404 and an anchor rod 405, after the H-shaped channel steel 1 is buried in the ground, a person rotates the support plate 404, and since a group of symmetrical threaded sleeves 403 are threadedly connected at the rod wall of the threaded rod 402, the person twists the threaded sleeve 403 so that the threaded sleeve 403 squeezes the fixing plate 401 to fix the threaded rod 402, and since the anchor rod 405 is plugged into the plate wall of the support plate 404, after the anchor rod 405 is inserted into the ground, the stability of the H-shaped channel steel 1 is increased.
[0030] like Figure 4 As shown, the channel wall of the H-shaped channel steel 1 is adhered and connected to the outer wall of the ECP template body 201 through a waterproof adhesive layer C3.
[0031] When in use, the waterproofness between the H-shaped channel steel 1 and the ECP formwork body 201 can be increased.
[0032] like Figure 3 As shown, the ECP template body 201 is a hollow structure.
[0033] When in use, the weight of the ECP template body 201 can be reduced by the hollow structure.
[0034] When the utility model is in use, when the ECP template body 201 is spliced, since a splicing mechanism 2 is installed at the outer wall of the H-shaped channel steel 1, the splicing mechanism 2 is composed of the ECP template body 201, the convex plate 202, the groove 203, the waterproof adhesive layer A204 and the waterproof adhesive layer B205, the convex plate 202 of one group of ECP template bodies 201 is inserted into the groove 203 of another group of ECP template bodies 201, since the waterproof adhesive layer B205 is adhered to the wall of the convex plate 202, the convex plate 202 and the groove 203 are sealed, one group of ECP template bodies 201 and another group of ECP template bodies 201 are adhered and connected by the waterproof adhesive layer A204, the waterproof property of the ECP template bodies 201 is increased, and then the ECP template body 201 is adhered and connected to the groove wall of the H-shaped channel steel 1, the waterproof property of the ECP template bodies 201 is increased. The sealing between the ECP formwork body 201 and the H-shaped channel steel 1 is improved to facilitate the splicing between the ECP formwork body 201. When increasing the stability of the connection between the H-shaped channel steel 1 body and the ground, a reinforcement mechanism 4 is installed at the outer wall of the H-shaped channel steel 1 body, and the reinforcement mechanism 4 is composed of a fixed plate 401, a threaded rod 402, a threaded sleeve 403, a support plate 404 and an anchor rod 405. After the H-shaped channel steel 1 is buried in the ground, the personnel rotate the support plate 404. Since a group of symmetrical threaded sleeves 403 are threadedly connected at the rod wall of the threaded rod 402, the personnel twist the threaded sleeve 403 so that the threaded sleeve 403 squeezes the fixed plate 401 to fix the threaded rod 402. Since the anchor rod 405 is plugged and connected at the plate wall of the support plate 404, the stability of the H-shaped channel steel 1 is increased after the anchor rod 405 is inserted into the ground.
[0035] The above shows and describes the basic principles, main features and advantages of the utility model. Those skilled in the art should understand that the utility model is not limited by the above embodiments. The above embodiments and descriptions in the specification are only to illustrate the principles of the utility model. Without departing from the spirit and scope of the utility model, the utility model may have various changes and improvements, which fall within the scope of the protection required by the utility model. The scope of protection required by the utility model is defined by the attached claims and their equivalents.
Claims
1. A lightweight assembled ECP brick mold, characterized by: The invention comprises an H-shaped channel steel (1), wherein a splicing mechanism (2) is installed on the outer wall of the H-shaped channel steel (1), wherein the splicing mechanism (2) is composed of an ECP template body (201), a convex plate (202), a groove (203), a waterproof adhesive layer A (204) and a waterproof adhesive layer B (205), wherein the convex plate (202) is fixedly installed on the outer wall of the ECP template body (201), the groove (203) is opened on the outer wall of the ECP template body (201), the waterproof adhesive layer A (204) is adhered to the outer wall of the ECP template body (201), the waterproof adhesive layer B (205) is adhered to the plate wall of the convex plate (202), and the size of the convex plate (202) is the same as the size of the groove (203).
2. A lightweight assembled ECP brick mold according to claim 1, characterized in that: It also includes a reinforcement mechanism (4), and the reinforcement mechanism (4) is installed on the outer wall of the main body of the H-shaped channel steel (1).
3. A lightweight assembled ECP brick mold according to claim 2, characterized in that: The reinforcement mechanism (4) is composed of a fixing plate (401), a threaded rod (402), a threaded sleeve (403), a support plate (404) and an anchor rod (405). A group of symmetrical fixing plates (401) are welded to the outer wall of the H-shaped channel steel (1). A threaded rod (402) is plugged into the plate walls of a group of fixing plates (401). A group of symmetrical threaded sleeves (403) are threadedly connected to the rod walls of the threaded rod (402). A support plate (404) is welded to the rod wall of the threaded rod (402). The anchor rod (405) is plugged into the plate wall of the support plate (404).
4. The lightweight assembled ECP brick mold according to claim 1 is characterized in that: The channel wall of the H-shaped channel steel (1) is adhesively connected to the outer wall of the ECP template body (201) via a waterproof adhesive layer C (3).
5. The lightweight assembled ECP brick mold according to claim 1 is characterized in that: The ECP template body (201) is a hollow structure.