A construction engineering roof concrete flashing construction auxiliary structure

Abstract

The utility model provides a kind of building engineering roof concrete flashing construction auxiliary structure, relate to building construction accessory technical field.This kind of building engineering roof concrete flashing construction auxiliary structure, including bottom formwork main body, the outer wall of bottom formwork main body is fixedly connected with bottom formwork reinforcing rib.The utility model replaces the original mortar integral construction with concrete component when needing to be used, makes full use of the durability of concrete component, guarantees construction quality, to improve the quick splicing effect of each formwork to construction area, after pre-welding installation is carried out to each component, plug rod is inserted into the outer wall of side formwork main body by slot, and drawbar is loosened, under the counteraction of spring being stretched, make that card bar is inserted into the inner wall of card slot, make that bottom formwork main body and side formwork main body are quickly spliced, reach the effect of quick construction to concrete flashing construction area by assembly type steel formwork.

Description

Technical Field

[0001] This application relates to the field of building construction accessories technology, and in particular to an auxiliary structure for the construction of concrete flashing for building roofs. Background Technology

[0002] Roof concrete flashing construction refers to waterproofing the edges or protruding parts of the roof (such as parapet walls, chimneys, and around skylights) to prevent rainwater from seeping into the house through gaps, causing dampness, mold, or even structural damage to the walls. A properly designed and constructed flashing system is key to ensuring that the roof remains dry and safe for a long time.

[0003] In current concrete flashing construction, the entire formwork is often transported and installed directly, and mortar is used for integral construction. Using concrete components instead of the original mortar integral construction does not fully utilize the durability of concrete components and ensure construction quality. Furthermore, it does not adequately plan the construction area in advance, prefabricate, or consider green construction practices, thus reducing the overall construction progress. Moreover, when assembling the formwork, multiple bolts are required, which can easily lead to bolt loss, unstable splicing, and increased tediousness for construction workers. Utility Model Content

[0004] This application provides an auxiliary structure for the construction of concrete flashing on building roofs, which solves the problems of directly transporting and constructing whole formwork and using mortar for overall construction, which does not fully utilize the durability of concrete components to ensure construction quality, and does not effectively plan and prefabricate the construction area in advance, thus reducing the overall construction progress.

[0005] This application provides an auxiliary structure for the construction of concrete flashing on building roofs, including a bottom formwork body. A bottom formwork reinforcing rib and a bottom formwork anchoring rib are fixedly connected to the outer wall of the bottom formwork body. An insert rod is fixedly connected to the outer wall of the bottom formwork anchoring rib. A side formwork body is engaged with the outer wall of the insert rod. A first side formwork reinforcing rib and a head side formwork are fixedly connected to the outer wall of the side formwork body. A second side formwork reinforcing rib is provided on one side of the first side formwork reinforcing rib. A locking rod is slidably connected to the outer wall of the insert rod. A spring is sleeved on the outer wall of the locking rod and fixedly connected to the outer wall of the side formwork body. One end of the spring is fixedly connected to a pull rod fixedly connected to one end of the locking rod.

[0006] Preferably, the lever is provided in three sets, and the three sets of levers are distributed in a straight line on the outer wall of the lever.

[0007] Preferably, the outer wall of the side template body is provided with a slot at the connection between the insertion rod and the insertion rod, and the slot and the insertion rod are configured in a one-to-one correspondence.

[0008] Preferably, a slot is provided at the connection between the outer wall of the insertion rod and the locking rod.

[0009] Preferably, the bottom template reinforcing ridge and the bottom template anchoring ridge are both fixedly connected to the outer wall of the bottom template body by welding.

[0010] Preferably, the first side template reinforcing ridge, the end cap side template, and the second side template reinforcing ridge are all fixedly connected to the outer wall of the side template body by welding. Beneficial effects

[0011] Considering that in the construction of concrete flashing, the entire formwork is often transported and constructed directly, and mortar is used for integral construction, the use of concrete components instead of the original mortar integral construction does not fully utilize the durability of concrete components to ensure construction quality. Furthermore, it does not effectively plan the construction area in advance, prefabricate, or take into account the green construction approach, thus reducing the overall construction progress. Moreover, when assembling the formwork, multiple bolts are required, which can easily lead to the loss of bolts, resulting in unstable splicing and increasing the tediousness for construction workers.

[0012] When concrete components are used to replace the original mortar integral construction, and the durability of concrete components is fully utilized to ensure construction quality, in order to improve the rapid splicing effect between various formworks in the construction area, after the various components are pre-welded and installed, the insert rod is inserted into the outer wall of the side formwork body through the slot, and the tie rod is released. Under the reaction force of the spring being stretched, the clamping rod is inserted into the inner wall of the slot, so that the bottom formwork body and the side formwork body can be quickly spliced, achieving the effect of rapid construction of the concrete flashing construction area using prefabricated steel formwork.

[0013] The above description is merely an overview of the technical solutions of the embodiments of this application. In order to better understand the technical means of the embodiments of this application and to implement them in accordance with the contents of the specification, and to make the above and other objects, features and advantages of the embodiments of this application more obvious and understandable, specific implementation methods of this application are described below. Attached Figure Description

[0014] To more clearly illustrate the technical solutions of the embodiments of this application, the drawings used in the description of the embodiments will be briefly introduced below. Obviously, the drawings described below are some embodiments of this application. For those skilled in the art, other drawings can be obtained based on these drawings without creative effort.

[0015] Figure 1This is a schematic diagram of the overall structure of an auxiliary structure for the construction of concrete flashing on the roof of a building project, according to the present invention.

[0016] Figure 2 This is a schematic diagram of the overall structure of the auxiliary structure for the construction of concrete flashing on the roof of a building project, taken from another direction.

[0017] Figure 3 This is a schematic diagram of the distribution of clamp positions in an auxiliary structure for the construction of concrete flashing on the roof of a building, according to the present invention.

[0018] Figure 4 This is a schematic diagram showing the distribution of slots and grooves in the auxiliary structure for the construction of concrete flashing on building roofs, according to this utility model.

[0019] Explanation of reference numerals in the attached figures:

[0020] 1. Bottom template body; 2. Bottom template reinforcing edge; 3. Bottom template anchoring edge; 4. Insert rod; 5. Side template body; 6. First side template reinforcing edge; 7. End cap side template; 8. Second side template reinforcing edge; 9. Tie rod; 10. Spring; 11. Clip rod; 12. Slot; 13. Slot. Detailed Implementation

[0021] To make the objectives, technical solutions, and advantages of the embodiments of this application clearer, the technical solutions of the embodiments of this application will be clearly and completely described below with reference to the accompanying drawings. Obviously, the described embodiments are only some embodiments of this application, not all embodiments. Based on the embodiments of this application, all other embodiments obtained by those skilled in the art without creative effort are within the scope of protection of this application.

[0022] Unless otherwise defined, all technical and scientific terms used herein have the same meaning as commonly understood by one of ordinary skill in the art to which this application pertains; the terminology used herein in the specification of the application is for the purpose of describing particular embodiments only and is not intended to limit the application; the terms “comprising” and “having”, and any variations thereof, in the specification, claims and drawings of this application are intended to cover non-exclusive inclusion.

[0023] The term "embodiment" as used herein means that a particular feature, structure, or characteristic described in connection with an embodiment may be included in at least one embodiment of this application. The appearance of the phrase "embodiment" in various places throughout the specification does not necessarily refer to the same embodiment, nor is it a separate or alternative embodiment mutually exclusive with other embodiments. It will be explicitly and implicitly understood by those skilled in the art that the embodiments described herein can be combined with other embodiments.

[0024] The directional terms appearing in the following description refer to the directions shown in the figures and are not intended to limit the specific structure of this application. For example, in the description of this application, terms such as "center," "longitudinal," "lateral," "length," "width," "thickness," "upper," "lower," "front," "rear," "left," "right," "vertical," "horizontal," "top," "bottom," "inner," "outer," "clockwise," "counterclockwise," "axial," "radial," and "circumferential" indicate the orientation or positional relationship based on the orientation or positional relationship shown in the figures. They are used only for the convenience of describing this application and simplifying the description, and do not indicate or imply that the device or element referred to must have a specific orientation, or be constructed and operated in a specific orientation. Therefore, they should not be construed as limitations on this application.

[0025] In the description of this application, it should be noted that, unless otherwise expressly specified and limited, the terms "installation," "connection," and "joining" should be interpreted broadly. For example, "connection" or "joining" in mechanical structures can refer to a physical connection, such as a fixed connection, for example, a connection fixed by fasteners, such as a connection fixed by screws, bolts, or other fasteners; a physical connection can also be a detachable connection, such as a snap-fit ​​or interlocking connection; a physical connection can also be an integral connection, such as a connection formed by welding, bonding, or integral molding. Those skilled in the art can understand the specific meaning of the above terms in this application based on the specific circumstances.

[0026] To enable those skilled in the art to better understand the present application, the technical solutions in the embodiments of the present application will be clearly and completely described below with reference to the accompanying drawings.

[0027] This utility model provides, for example Figure 1-4 The diagram shows an auxiliary structure for the construction of concrete flashing on a building roof, comprising a bottom formwork body 1, a bottom formwork reinforcing rib 2 fixedly connected to the outer wall of the bottom formwork body 1, a bottom formwork anchoring rib 3 fixedly connected to the outer wall of the bottom formwork body 1, an insert rod 4 fixedly connected to the outer wall of the bottom formwork anchoring rib 3, a side formwork body 5 snapped onto the outer wall of the insert rod 4, a first side formwork reinforcing rib 6 fixedly connected to the outer wall of the side formwork body 5, a head side formwork 7 fixedly connected to the outer wall of the side formwork body 5, a second side formwork reinforcing rib 8 provided on one side of the first side formwork reinforcing rib 6, a locking rod 11 slidably connected to the outer wall of the insert rod 4, a spring 10 fixedly connected to the outer wall of the locking rod 11 and fixedly connected to the outer wall of the side formwork body 5, and a pull rod 9 fixedly connected to one end of the spring 10 and fixedly connected to one end of the locking rod 11.

[0028] Among them, there are three sets of locking rods 11, which are distributed in a straight line on the outer wall of the pull rod 9.

[0029] This allows for the simultaneous locking and fixing of multiple insert rods 4 by setting three sets of locking rods 11 arranged in a straight line on the outer wall of the pull rod 9.

[0030] The outer wall of the side template body 5 is provided with a slot 12 at the connection between the outer wall and the insertion rod 4, and the slot 12 and the insertion rod 4 are set in a one-to-one correspondence.

[0031] This facilitates the pre-installation and use of the plug rod 4 through the setting of slot 12.

[0032] The outer wall of the insertion rod 4 is provided with a slot 13 at the connection between it and the locking rod 11.

[0033] The setting of the slot 13 facilitates the rapid assembly and installation of the mold using the locking assembly.

[0034] The bottom template reinforcing rib 2 and the bottom template anchoring rib 3 are both fixedly connected to the outer wall of the bottom template body 1 by welding.

[0035] It is beneficial that both the bottom template reinforcement rib 2 and the bottom template anchoring rib 3 are fixedly connected to the outer wall of the bottom template body 1 by welding, so as to achieve the effect of pre-welding and installing various components.

[0036] Among them, the first side template reinforcing rib 6, the end cap side template 7, and the second side template reinforcing rib 8 are all fixedly connected to the outer wall of the side template body 5 by welding.

[0037] This allows the first side template reinforcement 6, the end cap side template 7, and the second side template reinforcement 8 to be fixedly connected to the outer wall of the side template body 5 by welding, achieving the effect of pre-welding and fixing various components on the side template body 5.

[0038] Working principle: When this auxiliary structure for roof concrete flashing construction is used, it is necessary to replace the original mortar integral construction with concrete components to make full use of the durability of concrete components and ensure construction quality. In order to improve the rapid splicing effect between various templates in the construction area, after the various components are pre-welded and installed, the insert rod 4 is inserted into the outer wall of the side template body 5 through the slot 12, and the tie rod 9 is released. Under the reaction action of the spring 10 being stretched, the clamp rod 11 is inserted into the inner wall of the slot 13, so that the bottom template body 1 and the side template body 5 can be quickly spliced, achieving the effect of rapid construction of the concrete flashing construction area using prefabricated steel templates.

[0039] The above-described embodiments are only used to illustrate the technical solutions of this application, and are not intended to limit them. Although this application has been described in detail with reference to the foregoing embodiments, those skilled in the art should understand that modifications can still be made to the technical solutions described in the foregoing embodiments, or equivalent substitutions can be made to some of the technical features. Such modifications or substitutions do not cause the essence of the corresponding technical solutions to deviate from the spirit and scope of the technical solutions of the embodiments of this application.

Claims

1. An auxiliary structure for the construction of concrete flashing on the roof of a building project, comprising a bottom formwork body (1), characterized in that: The outer wall of the bottom template body (1) is fixedly connected with a bottom template reinforcing rib (2), the outer wall of the bottom template body (1) is fixedly connected with a bottom template anchoring rib (3), the outer wall of the bottom template anchoring rib (3) is fixedly connected with an insert rod (4), the outer wall of the insert rod (4) is engaged with a side template body (5), the outer wall of the side template body (5) is fixedly connected with a first side template reinforcing rib (6), the outer wall of the side template body (5) is fixedly connected with a head side template (7), a second side template reinforcing rib (8) is provided on one side of the first side template reinforcing rib (6), the outer wall of the side template body (5) is slidably connected with a locking rod (11) slidably connected to the outer wall of the insert rod (4), the outer wall of the locking rod (11) is sleeved with a spring (10) fixedly connected to the outer wall of the side template body (5), and one end of the spring (10) is fixedly connected with a pull rod (9) fixedly connected to one end of the locking rod (11).

2. The auxiliary structure for construction of concrete flashing on building roofs according to claim 1, characterized in that: The clamp (11) is provided in three sets, and the three sets of clamp (11) are distributed in a straight line on the outer wall of the pull rod (9).

3. The auxiliary structure for construction of concrete flashing on building roofs according to claim 1, characterized in that: The outer wall of the side template body (5) and the connection part of the insertion rod (4) are provided with a slot (12), and the slot (12) and the insertion rod (4) are set in a one-to-one correspondence.

4. The auxiliary structure for construction of concrete flashing on building roofs according to claim 1, characterized in that: A slot (13) is provided at the connection between the outer wall of the insertion rod (4) and the locking rod (11).

5. The auxiliary structure for construction of concrete flashing on building roofs according to claim 1, characterized in that: The bottom template reinforcing rib (2) and the bottom template anchoring rib (3) are both fixedly connected to the outer wall of the bottom template body (1) by welding.

6. The auxiliary structure for construction of concrete flashing on building roofs according to claim 1, characterized in that: The first side template reinforcing rib (6), the end cap side template (7), and the second side template reinforcing rib (8) are all fixedly connected to the outer wall of the side template body (5) by welding.

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