Self-adaptive sloping roof gradient concrete pouring template

Abstract

The utility model discloses a self-adaptive sloping roof slope concrete pouring formwork which comprises a prefabricated herringbone side plate assembly, a plurality of top face formworks are arranged on the prefabricated herringbone side plate assembly, a baffle is connected to the prefabricated herringbone side plate assembly, and the top face formworks are all matched with the prefabricated herringbone side plate assembly in an inserted mode. During use, firstly, an inclined roof panel is erected on the roof formwork, then the prefabricated herringbone side plate assemblies are directly placed on the inclined roof panel, the prefabricated herringbone side plate assemblies are directly attached to and matched with the inclined roof panel, the top face formworks are connected with the prefabricated herringbone side plate assemblies in an inserted mode, and therefore the inclined roof panel is formed. The construction efficiency of laying and fixing the side formworks and the top formwork on site by constructors is greatly improved, and the technical problem that according to an existing sloping roof concrete pouring formwork, the constructors need to lay and fix the side formworks and the top formwork one by one on site, and the construction efficiency is low is solved.

Description

Technical Field

[0001] This utility model relates to the technical field of concrete pouring templates for sloping roofs, and in particular to an adaptive concrete pouring template for sloping roofs. Background Technology

[0002] A sloping roof, also known as a pitched roof, refers to a roof with a steep slope, generally greater than 10%. It is widely used in construction, especially in southwestern my country and scenic areas. Sloping roofs offer both waterproofing and insulation, while also being lightweight, aesthetically pleasing, and versatile. The basic construction process for a sloping roof is as follows: first, formwork is erected on the roof, and then the sloping roof panels are laid. Next, side and top formwork are laid on the sloping roof panels, and finally, concrete is poured to form the sloping roof.

[0003] This construction method, which involves laying formwork on the sloping roof panels on-site, requires construction workers to stand directly on the sloping roof panels (usually plywood) and lay them one by one, and to use screws and other tools to fix the side and top formwork one by one. This method is inefficient and does not help to speed up the construction process. Utility Model Content

[0004] To address the shortcomings in the aforementioned background technology, this utility model proposes a grating and lens coupling system, which solves the technical problem of low construction efficiency in existing sloping roof concrete pouring formwork, which requires construction workers to lay and fix the side and top formwork one by one on-site.

[0005] The technical solution of this utility model is implemented as follows: an adaptive sloping roof concrete pouring template, including a prefabricated herringbone side panel assembly adapted to the sloping roof panel, a plurality of top surface templates provided on the prefabricated herringbone side panel assembly, a baffle connected to the prefabricated herringbone side panel assembly, and the plurality of top surface templates being inserted and fitted into the prefabricated herringbone side panel assembly, with adjacent top surface templates abutting against each other along the roof slope direction, and one side of the lowest top surface template being stopped and fitted by the baffle. In this application, a sloping roof panel is first erected on the roof using formwork. Then, prefabricated herringbone side panel assemblies are directly placed on the sloping roof panel, fitting snugly against it. By inserting several top formwork templates into the prefabricated herringbone side panel assemblies, a rapid connection between the top formwork and the prefabricated herringbone side panel assemblies is achieved. This significantly improves the efficiency of on-site laying and fixing of the side and top formwork by construction workers, accelerating the construction process. Furthermore, adjacent top formwork templates abut against each other along the roof slope, and one side of the lowest top formwork template is secured by a baffle, preventing the top formwork from slipping along the roof slope and ensuring the stability of the connection between the top formwork and the prefabricated herringbone side panel assemblies. This solves the technical problem of low construction efficiency in existing sloping roof concrete pouring formwork, which requires construction workers to lay and fix the side and top formwork one by one on-site.

[0006] Preferably, the prefabricated herringbone side panel assembly includes prefabricated herringbone side panels that can be spaced apart on the sloping roof panel. The prefabricated herringbone side panel assembly includes at least three prefabricated herringbone side panels, which are connected through a rotating shaft. Preferably, the prefabricated herringbone side panel assembly includes three prefabricated herringbone side panels, such that the prefabricated herringbone side panel assembly has prefabricated herringbone side panels at both ends and the middle position, and the strength of the prefabricated herringbone side panel assembly is ensured by the support of the three prefabricated herringbone side panels. Furthermore, the three prefabricated herringbone side panels are connected through a rotating shaft to form a whole, wherein the rotating shaft can be rotatably connected to any one of the prefabricated herringbone side panels.

[0007] Preferably, the prefabricated herringbone side panel includes two rectangular side panels, which are rotatably connected by the rotating shaft. The two rectangular side panels form the prefabricated herringbone side panel, and when placed on a sloping roof panel, the two rectangular side panels are located on two different sloping surfaces of the roof panel. The intersection of the two rectangular side panels is rotatably connected by the rotating shaft, which is located at the ridge of the sloping roof panel.

[0008] Preferably, the rotating shaft passes through one end of the rectangular side panel, and the other end is connected to the baffle. That is, the baffle is located at the end of the rectangular side panel away from the ridge. Adjacent top surface templates abut against each other along the roof slope, and one side of the lowest top surface template is stopped by the baffle. The baffle prevents the top surface templates from slipping along the roof slope, ensuring the stability of the connection between the top surface templates and the prefabricated herringbone side panel assembly.

[0009] Preferably, the baffle is arranged vertically. The baffle provides support and stops the top template inserted into the rectangular side plate, preventing the top template from slipping down along the roof slope. The baffle, arranged vertically, forms an acute angle with the top template along the roof slope, effectively improving the baffle's support and stopping performance for the top template.

[0010] Preferably, the bottom of the top template is provided with a socket plate, and the socket plate has a groove for interlocking with the rectangular side plate. The socket plate is provided to realize the interlocking of the top template and the rectangular side plate. Preferably, the groove of the rectangular side plate and the socket plate is an interference fit, which helps to improve the stability of the interlocking of the rectangular side plate and the socket plate.

[0011] Preferably, the socket plate and the baffle are arranged parallel to each other. This parallel arrangement, meaning the socket plate is also arranged vertically, ensures both the insertion of the top template and the rectangular side plate, and the close contact and blocking action of the socket plate and the baffle, thus improving the baffle's supporting performance on the top template.

[0012] Preferably, at least two socket plates are provided at the bottom of the top template. The top template is connected to the rectangular side plate by inserting the socket plates. Therefore, the more socket plates provided at the bottom of the top template, the more stable the connection between the top template and the rectangular side plate. Preferably, four socket plates are provided at the bottom of the top template, and the four socket plates are symmetrically arranged at the bottom of the top template.

[0013] Preferably, the rotating shaft is threaded with several fastening nuts. The fastening nuts are provided to limit the position of the rectangular side plates arranged on the rotating shaft, preventing the rectangular side plates from tilting during construction and helping to ensure the stability of the formwork for the sloping roof.

[0014] Preferably, two rectangular side plates are provided between two adjacent fastening nuts. That is, the two rectangular side plates are clamped by the two fastening nuts on the rotating shaft, and the clamping degree of the two fastening nuts on the two rectangular side plates is adjusted by adjusting the distance between two adjacent fastening nuts.

[0015] In use, this utility model first erects a sloping roof panel using formwork on the roof, and then directly places the prefabricated herringbone side panel assembly on the sloping roof panel. The prefabricated herringbone side panel assembly fits directly into the sloping roof panel. By inserting several of the top surface templates into the prefabricated herringbone side panel assembly, the top surface template and the prefabricated herringbone side panel assembly are quickly connected. The efficiency of on-site laying and fixing of the side and top formwork by construction personnel is greatly improved, which helps to speed up the construction process and solves the technical problem of low construction efficiency in existing sloping roof concrete pouring formwork, which requires construction personnel to lay and fix the side and top formwork one by one on-site.

[0016] In this application, adjacent top surface templates abut against each other along the roof slope direction, and one side of the lowest top surface template is stopped by a baffle, which prevents the top surface template from sliding down along the roof slope direction and ensures the stability of the connection between the top surface template and the prefabricated herringbone side panel assembly. Attached Figure Description

[0017] To more clearly illustrate the embodiments of this utility model, the drawings used in the description of the embodiments will be briefly introduced below. Obviously, the drawings described below are only some embodiments of this utility model. For those skilled in the art, other drawings can be obtained based on these drawings without creative effort.

[0018] Figure 1 This is a perspective view of the present invention.

[0019] Figure 2 This is a side view of the utility model in use.

[0020] Figure 3 This is a schematic diagram of the blocking action of the socket plate and baffle of this utility model.

[0021] Figure 4 This is a schematic diagram of the socket plate of this utility model.

[0022] In the diagram, 1 is the socket plate, 2 is the top template, 3 is the rectangular side plate, 4 is the rotating shaft, 5 is the baffle, 6 is the fastening nut, and 7 is the groove. Detailed Implementation

[0023] The technical solutions of the present utility model will be clearly and completely described below with reference to the accompanying drawings of the embodiments. Obviously, the described embodiments are only some embodiments of the present utility model, and not all embodiments. Based on the embodiments of the present utility model, all other embodiments obtained by those of ordinary skill in the art without creative effort are within the protection scope of the present utility model.

[0024] Example 1: An adaptive sloping roof concrete pouring formwork, such as... Figure 1 and Figure 2 As shown, it includes a prefabricated herringbone side panel assembly adapted to a sloping roof panel. The prefabricated herringbone side panel assembly is provided with several top surface templates 2. A baffle 5 is connected to the prefabricated herringbone side panel assembly. The several top surface templates 2 are inserted and matched with the prefabricated herringbone side panel assembly. Adjacent top surface templates 2 abut against each other along the roof slope direction, and one side of the lowest top surface template 2 is stopped by the baffle 5. In this application, a sloping roof panel is first erected on the roof using formwork. Then, the precast herringbone side panel assembly is directly placed on the sloping roof panel, fitting snugly against it. By inserting several of the top surface templates 2 into the precast herringbone side panel assembly, a rapid connection between the top surface template 2 and the precast herringbone side panel assembly is achieved. This significantly improves the efficiency of on-site laying and fixing of the side and top formwork by construction personnel, which helps to accelerate the construction process. Furthermore, adjacent top surface templates 2 abut against each other along the roof slope, and one side of the lowest top surface template 2 is stopped by the baffle 5, preventing the top surface template 2 from slipping along the roof slope and ensuring the stability of the connection between the top surface template 2 and the precast herringbone side panel assembly. This solves the technical problem of low construction efficiency in existing sloping roof concrete pouring formwork, which requires construction personnel to lay and fix the side and top formwork one by one on-site.

[0025] Example 2, based on Example 1, provides an adaptive sloping roof concrete pouring formwork, such as... Figure 1As shown, the prefabricated herringbone side panel assembly includes prefabricated herringbone side panels that can be spaced apart on the sloping roof panel. The prefabricated herringbone side panel assembly includes at least three prefabricated herringbone side panels, which are connected through a rotating shaft 4. Preferably, the prefabricated herringbone side panel assembly includes three prefabricated herringbone side panels, such that the prefabricated herringbone side panel assembly has prefabricated herringbone side panels at both ends and the middle position. The strength of the prefabricated herringbone side panel assembly is ensured by the support of the three prefabricated herringbone side panels. Furthermore, the three prefabricated herringbone side panels are connected through a rotating shaft 4 to form a whole, wherein the rotating shaft 4 can be rotatably connected to any one of the prefabricated herringbone side panels.

[0026] Example 3, based on Example 2, provides an adaptive sloping roof concrete pouring formwork, such as... Figure 1 As shown, the prefabricated herringbone side panel includes two rectangular side panels 3, which are rotatably connected by the rotating shaft 4. The two rectangular side panels 3 form the prefabricated herringbone side panel. When the prefabricated herringbone side panel is placed on a sloping roof panel, the two rectangular side panels 3 are located on two sloping surfaces of the roof panel. The intersection of the two rectangular side panels 3 is rotatably connected by the rotating shaft 4, which is located at the ridge of the sloping roof panel. The two rectangular side panels 3 are rotatable around the rotating shaft 4 so that the casting template of this application can adapt to the slope of the sloping roof.

[0027] Example 4, based on Example 3, provides an adaptive sloping roof concrete pouring formwork, such as... Figure 1 and Figure 2 As shown, one end of the rectangular side panel 3 is connected to the rotating shaft 4, and the other end is connected to the baffle 5. That is, the baffle 5 is located at the end of the rectangular side panel 3 furthest from the ridge. Adjacent top surface templates 2 abut against each other along the roof slope, and one side of the lowest top surface template 2 is engaged with the baffle 5. The baffle 5 prevents the top surface template 2 from slipping along the roof slope, ensuring the stability of the connection between the top surface template 2 and the prefabricated herringbone side panel assembly. One end of each of the two rectangular side panels 3 is connected to the rotating shaft 4, and the intersection of the two rectangular side panels 3 forms an angle. The angle formed by the rectangular side panels 3 is tightly attached to the ridge of the sloping roof panel, achieving strong connection between the prefabricated herringbone side panel assembly and the ridge of the sloping roof panel.

[0028] Example 5, based on Example 4, provides an adaptive sloping roof concrete pouring formwork, such as... Figure 1 , Figure 2 and Figure 3As shown, the baffle 5 is arranged vertically. The baffle 5 provides support and stops the top template 2 inserted into the rectangular side plate 3, preventing the top template 2 from sliding down along the roof slope. The baffle 5, arranged vertically, forms an acute angle with the top template 2 along the roof slope, effectively improving the supporting performance of the baffle 5 for the top template 2.

[0029] Example 6, based on Example 5, provides an adaptive sloping roof concrete pouring formwork, such as... Figure 1 and Figure 4 As shown, the bottom of the top template 2 is provided with a socket plate 1, and the socket plate 1 has a groove 7 for interlocking with the rectangular side plate 3. The socket plate 1 is provided to realize the interlocking of the top template 2 and the rectangular side plate 3. Preferably, the rectangular side plate 3 and the groove 7 of the socket plate 1 are interference fit, which helps to improve the stability of the interlocking of the rectangular side plate 3 and the socket plate 1.

[0030] Example 7, based on Example 6, provides an adaptive sloping roof concrete pouring formwork, such as... Figure 1 , Figure 2 and Figure 3 As shown, the socket plate 1 and the baffle 5 are arranged in parallel. The socket plate 1 and the baffle 5 are arranged in parallel, that is, the socket plate 1 is also arranged in the vertical direction. While ensuring the insertion of the top template 2 and the rectangular side plate 3, it also ensures that the socket plate 1 and the baffle 5 can fit together to stop the block, which is beneficial to improving the blocking and support performance of the baffle 5 for the top template 2.

[0031] Example 8, based on Example 7, provides an adaptive sloping roof concrete pouring formwork, such as... Figure 1 and Figure 2 As shown, at least two socket plates 1 are provided at the bottom of the top template 2. The top template 2 is connected to the rectangular side plate 3 by inserting the socket plates 1. Therefore, the more socket plates 1 provided at the bottom of the top template 2, the more stable the connection between the top template 2 and the rectangular side plate 3. Preferably, four socket plates 1 are provided at the bottom of the top template 2, and the four socket plates 1 are symmetrically arranged at the bottom of the top template 2.

[0032] Example 9, based on any one of Examples 3 to 8, provides an adaptive concrete pouring formwork for sloping roofs, such as... Figure 1 and Figure 2 As shown, the upper thread of the rotating shaft 4 is connected with several fastening nuts 6. The fastening nuts 6 are provided to limit the position of the rectangular side plates 3 arranged on the rotating shaft 4, so as to prevent the rectangular side plates 3 from tilting during construction and to help ensure the stability of the sloping roof formwork.

[0033] Example 10, based on Example 9, provides an adaptive sloping roof concrete pouring formwork, such as... Figure 1 and Figure 2 As shown, two rectangular side plates 3 are arranged between two adjacent fastening nuts 6. That is, the two rectangular side plates 3 are clamped by the two fastening nuts 6 on the rotating shaft 4, and the clamping degree of the two fastening nuts 6 on the two rectangular side plates 3 is adjusted by adjusting the distance between the two adjacent fastening nuts 6. The two rectangular side plates 3 are rotatable around the rotating shaft 4 so that the casting template of this application can adapt to the slope of the sloping roof. Furthermore, by adjusting the two fastening nuts 6 to loosen the two rectangular side plates 3, the relative angle of the rectangular side plates 3 can be adjusted to adapt to the slope of the sloping roof, thus enabling the casting template of this application to be applicable to various sloping roof slopes.

[0034] In Example 10, the length of the rotating shaft 4 and the number of rectangular side panels 3 are first determined according to the roof dimensions. Then, several rectangular side panels 3 are inserted through the rotating shaft 4. The rectangular side panels 3 are adjusted to an angle that matches the sloping roof panel. Then, two rectangular side panels 3 are clamped together using two fastening nuts 6 to form a prefabricated herringbone side panel assembly. Then, a baffle 5 is welded to the end of the rectangular side panel 3 away from the rotating shaft 4. Then, a socket plate 1 is welded to the bottom surface of the top template 2. Then, the sloping roof panel is erected on the roof. Finally, the prefabricated herringbone side panel assembly is placed directly on the roof. The prefabricated herringbone side panel assembly is placed directly on the sloping roof panel, fitting snugly against the sloping roof panel. The rotation axis 4 of the prefabricated herringbone side panel assembly is attached and tightly fastened to the ridge of the sloping roof panel. By inserting several of the top surface templates 2 into the prefabricated herringbone side panel assembly, the top surface template 2 and the prefabricated herringbone side panel assembly are quickly connected. Adjacent top surface templates 2 abut against each other along the roof slope direction, and one side of the lowest top surface template 2 is stopped and cooperated with the baffle 5, thus forming the casting template of this application.

[0035] The above description is only a preferred embodiment of the present utility model and is not intended to limit the present utility model. Any modifications, equivalent substitutions, improvements, etc., made within the spirit and principles of the present utility model should be included within the protection scope of the present utility model.

Claims

1. A self-adapting pitch roof slope concrete pouring formwork, characterized in that, The application relates to a prefabricated herringbone side plate assembly matched with a sloping roof plate, which is provided with a plurality of top surface templates (2) on the top, and is connected with a baffle (5); the plurality of top surface templates (2) are in plug-in cooperation with the prefabricated herringbone side plate assembly, and the adjacent top surface templates (2) are in abutment along the roof slope direction, and one side of the lowermost top surface template (2) is in stop cooperation with the baffle (5).

2. The self-adapting pitch roof slope concrete pouring formwork according to claim 1, characterized in that: The prefabricated herringbone side plate assembly comprises prefabricated herringbone side plates which are arranged at intervals on the sloping roof plate, and the prefabricated herringbone side plate assembly comprises at least three prefabricated herringbone side plates which are connected through a rotating shaft (4).

3. The self-adapting pitch roof slope concrete pouring formwork according to claim 2, characterized in that: The prefabricated herringbone side plate comprises two rectangular side plates (3) which are rotatably connected through the rotating shaft (4).

4. The self-adapting pitch roof slope concrete pouring formwork according to claim 3, characterized in that: One end of the rectangular side plate (3) is provided with the rotating shaft (4), and the other end is connected with the baffle (5).

5. The self-adapting pitch roof slope concrete pouring formwork according to claim 4, characterized in that: The baffle (5) is arranged in the vertical direction.

6. The self-adapting pitch roof slope concrete pouring formwork according to claim 5, characterized in that: The bottom of the top surface template (2) is provided with a socket type plate (1) which is provided with a groove (7) in plug-in cooperation with the rectangular side plate (3).

7. The self-adapting pitch roof slope concrete pouring formwork according to claim 6, characterized in that: The socket type plate (1) is arranged in parallel with the baffle (5).

8. The self-adapting pitch roof slope concrete pouring formwork according to claim 7, characterized in that: The bottom of the top surface template (2) is provided with at least two socket type plates (1).

9. A self-adapting pitch concrete pouring formwork according to any one of claims 3 to 8, wherein: The rotating shaft (4) is screw-connected with a plurality of fastening nuts (6).

10. The self-adapting pitch roof slope concrete pouring formwork according to claim 9, characterized in that: Two rectangular side plates (3) are arranged between two adjacent fastening nuts (6).

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