CN219637915U - Pool body outer wall template reinforcing frame body with slope rate - Google Patents

Abstract

This application relates to a formwork reinforcement frame for the outer wall of the pool with a slope, and mainly relates to the technical field of scaffolding support structure, which includes a base fixed on the ground, a formwork support assembly vertically arranged at one end of the base, and a hinged joint. The slope support assembly at the other end of the base and a plurality of telescopic rods detachably connected between the formwork support assembly and the slope support assembly, the formwork support assembly is against the formwork of the pouring platform perpendicular to the ground Then, the slope support assembly is fixedly connected with the side wall of the foundation pit. The application has the advantages of convenient installation, wide application range and stable supporting effect.

Description

A formwork reinforcement frame with a slope for the external wall of the pool

technical field

The present application relates to the technical field of scaffolding support structures, in particular to a formwork reinforcement frame for the outer wall of a pool with a gradient.

Background technique

Scaffolding is a support structure with steel pipes as the main body and fasteners as connectors, which supports and reinforces the pouring platform formwork and the foundation pit wall. Scaffolding is an important auxiliary structure for the smooth progress of building construction.

At present, common scaffolding is built layer by layer from the bottom to the top, and the vertical fixed connection is adopted between the rods and the base. The processing technology and structure of this kind of scaffold are relatively simple, and the one-time investment cost is low. However, with the emergence of a large number of modern large-scale building systems in our country, the fastener-type steel pipe scaffolding can no longer meet the needs of building construction development. This kind of scaffolding with a vertical fixed structure is very inconvenient when erected in a limited space, and because it cannot completely fit the side wall of the foundation pit with a slope, the supporting effect it can provide is relatively limited.

In view of the related technologies mentioned above, the inventor believes that the existing common scaffolding structure is difficult to fit the side wall of the sloped foundation pit, and has the defect of poor supporting effect.

Utility model content

In order to reduce the installation difficulty of scaffolding and improve the support stability for the side wall of the foundation pit with a certain slope, the application provides a formwork reinforcement frame for the outer wall of the pool with a slope.

A formwork reinforcement frame with a slope on the outer wall of the pool provided by the application adopts the following technical scheme:

A formwork reinforcement frame for the external wall of the pool with a gradient, comprising a base fixed on the ground, a formwork support assembly vertically provided at one end of the base, a slope support assembly hinged at the other end of the base, and a plurality of A telescopic rod detachably connected between the formwork support assembly and the slope support assembly, the formwork support assembly abuts against the pouring platform formwork perpendicular to the ground, and the slope support assembly is fixed to the side wall of the foundation pit connect.

By adopting the above-mentioned technical scheme, the base serves the purpose of connecting and supporting the formwork support component and the slope support component, and at the same time can adjust its own length to achieve the function of adapting to different spacings. The formwork support component provides support for the external formwork of the pouring platform, and the slope The surface support assembly can support the side walls of the foundation pit with different slopes. The structural design of the rotation connection between the slope support assembly and the base enables the rotation angle of the slope support assembly and the base to be adaptively adjusted according to the slope angle of the foundation pit. The side walls of foundation pits with different slopes can be well supported. The telescopic rods can improve the stability of the formwork components and slope support components. The adjustable length of the telescopic rods can significantly reduce the difficulty of installation.

Optionally, the slope support assembly includes a plurality of adjustment rods hinged to the base, a plurality of connecting rods perpendicular to the adjustment rods, and a plurality of anchor rods vertically arranged on the connecting rods. The rod is detachably connected to the connecting rod, one end of the anchor rod is fixedly connected to the connecting rod, and the other end is anchored in the side wall of the foundation pit.

By adopting the above technical solution, the adjusting rod in the slope support assembly is used to provide support for the connecting rod and is connected with the base, forming an angle-adjustable hinge structure, and the connecting rod connects and fixes the adjusting rod to improve the overall stability As a result, the anchor rod installed on the connecting rod can be vertically anchored in the side wall of the foundation pit, thereby forming a good support for the side wall of the foundation pit.

Optionally, the end of the anchor rod away from the connecting rod is provided with a tapered section, and the maximum diameter of the tapered section is larger than the diameter of the end of the anchor rod close to the connecting rod.

By adopting the above technical solution, the tapered segment structure at the tip of the anchor rod can reduce the resistance encountered when the anchor rod enters the side wall of the foundation pit.

Optionally, the template support assembly includes a support frame vertically arranged on the base, a plurality of support legs passing through the support frame in the horizontal direction, and a plurality of top plates arranged at the ends of the support legs, so The top plate abuts against the formwork of the pouring platform perpendicular to the ground.

By adopting the above technical scheme, the support frame supports and limits the installation of the roof, and the roof supports the formwork of the pouring platform.

Optionally, multiple mounting holes are vertically pierced on the top plate.

By adopting the above technical solution, the multiple mounting holes vertically penetrated on the top plate can facilitate the fixing with the formwork by installing expansion screws.

Optionally, the telescopic rod includes two hoops respectively sleeved on the formwork support assembly and the slope support assembly, two screw rods rotatably connected to the two hoops, and two screw rods connected to the two said screw rods. Threaded socket.

By adopting the above technical solution, the clamp plays the role of connecting the screw rod, and can adapt to different installation angles through rotation, and the screw thread matching structure of the screw rod and the sleeve plays the role of adjusting the length.

Optionally, a limit block is provided at the end of the screw; the diameter of the limit block is larger than the diameter of the openings at both ends of the sleeve.

By adopting the above-mentioned technical solution, the limit block provided at the end of the screw can prevent the thread engagement structure of the sleeve and the screw from being disconnected due to excessive rotation.

Optionally, a through hole is opened at the middle point of the sleeve along the direction of the vertical axis.

By adopting the above technical solution, the through hole opened along the vertical axis at the key position of the sleeve can be used to insert the metal rod to form a convenient rotating installation handle, which simplifies the installation process of the application

In summary, the present application includes at least one of the following beneficial technical effects:

1. The base in this application serves the purpose of connecting and supporting the formwork support component and the slope support component. At the same time, it can adjust its own length to achieve the function of adapting to different distances. The formwork support component provides support for the external formwork of the pouring platform, and the slope The surface support assembly can support the side walls of the foundation pit with different slopes. The structural design of the rotation connection between the slope support assembly and the base enables the rotation angle of the slope support assembly and the base to be adaptively adjusted according to the slope angle of the foundation pit. The side walls of foundation pits with different slopes can be well supported. The telescopic rods can improve the stability of the formwork components and slope support components. The adjustable length of the telescopic rods can significantly reduce the difficulty of installation;

2. The adjustment rod in the slope support assembly in this application is used to provide support for the connecting rod and is connected with the base to form an adjustable hinge structure. The connecting rod connects and fixes the adjustment rod to improve the overall stability The anchor rod installed on the connecting rod can be vertically anchored in the side wall of the foundation pit, thus forming a good support for the side wall of the foundation pit;

3. The clamp in this application plays the role of connecting the screw rod, and can adapt to different installation angles through rotation, and the thread matching structure of the screw rod and the sleeve plays the role of adjusting the length.

Description of drawings

Fig. 1 is a schematic structural view of a sloped pool outer wall formwork reinforcement frame disclosed in the embodiment of the present application.

Fig. 2 is a schematic structural view of the template support assembly in the embodiment of the present application.

Fig. 3 is a schematic structural diagram of a slope support assembly in an embodiment of the present application.

Fig. 4 is a schematic cross-sectional structure diagram of the telescopic rod in the embodiment of the present application.

Explanation of reference signs: 1. base; 2. formwork support assembly; 21. support frame; 22. support leg; 23. top plate; 231. installation hole; 3. slope support assembly; 31. adjustment rod; 32. connecting rod 33, anchor rod; 331, tapered section; 4, expansion rod; 41, clamp; 42, screw rod;

Detailed ways

The present application will be described in further detail below in conjunction with accompanying drawings 1-4.

Scaffolding is a support structure with steel pipes as the main body and fasteners as connectors. It supports and reinforces the pouring platform formwork and the foundation pit wall, and is an important auxiliary structure for smooth construction. At present, the common scaffolding processing technology and structure are relatively simple. With the emergence of a large number of modern large-scale building systems in our country, it can no longer meet the needs of building construction development. This kind of scaffolding with a vertical fixed structure is very inconvenient when erected in a limited space, and because it cannot completely fit the side wall of the foundation pit with a slope, the supporting effect it can provide is relatively limited. In order to reduce the installation difficulty of scaffolding and improve the support stability for the side wall of the foundation pit with a certain slope, the application provides a formwork reinforcement frame for the outer wall of the pool with a slope.

The embodiment of the present application discloses a formwork reinforcement frame body with a gradient for the external wall of the pool. Referring to FIG. 1 , the formwork reinforcing frame body on the outer wall of the pool with a slope includes a base 1 , a formwork support assembly 2 , a slope surface support assembly 3 and a telescopic rod 4 . Wherein, the base 1 is fixedly installed on the bottom of the foundation pit between the side wall of the foundation pit and the side wall of the pouring platform through a plurality of anchor bolts. Both the template support assembly 2 and the slope support assembly 3 are installed on the base 1 . The template support assembly 2 is vertically fixedly welded on one end of the base 1 . The slope support assembly 3 is hinged to the end of the base 1 away from the formwork support assembly 2 , and the two ends of the telescopic rod 4 are connected to the formwork support assembly 2 and the slope support assembly 3 respectively.

Referring to FIG. 1 , the base 1 can be a support base composed of two rectangular metal plates slidingly connected to each other. The two metal plates are provided with multiple bolt holes along the direction perpendicular to the ground, and the width of the two metal plates can be adjusted by sliding against each other, so as to meet the needs of different construction sites.

Referring to FIGS. 1 and 2 , the template support assembly 2 includes a support frame 21 , support legs 22 and a top plate 23 . Wherein, the support frame 21 may be a support structure that is vertically intersected by hollow metal tubes and fixedly connected by fasteners, and the support legs 22 may be solid metal rods that pass through the support frame 21 along the horizontal direction. One end of the supporting leg 22 is vertically welded with a top plate 23 . The top plate 23 can be a square metal plate with a plurality of mounting holes 231 opened on the vertical surface. The diameter of the installation hole 231 can be determined according to the diameter of the expansion bolt to be installed.

Referring to FIGS. 1 and 3 , the slope support assembly 3 includes an adjusting rod 31 , a connecting rod 32 and an anchor rod 33 . Wherein, the adjusting rod 31 can be a hollow metal pipe whose bottom end is welded with a rotating shaft along the direction of the vertical axis. The fastener is fixedly connected, and the anchor rod 33 is vertically arranged on the connecting rod 32 . One end of the anchor rod 33 is fixedly connected with the connecting rod 32, and the other end is anchored in the side wall of the foundation pit. The end of the anchor rod 33 away from the connecting rod 32 is provided with a tapered section 331 , and the maximum diameter of the tapered section 331 is larger than the diameter of the end of the anchor rod 33 close to the connecting rod 32 .

Referring to FIG. 1 and FIG. 4 , the telescopic rod 4 includes two clamps 41 , two screw rods 42 and a sleeve 43 . The two clips 41 are sleeved on the support frame 21 and the connecting rod 32 respectively. One end of the two screw rods 42 is respectively rotatably connected to the two clips 41 , and the other end is screwed to the sleeve 43 . A limiting block 421 is provided at an end of the screw 42 close to the sleeve 43 . The sleeve 43 may be a hollow metal cylinder threadedly engaged with the screw 42 . A through hole 431 is defined at a middle position of the sleeve 43 along the direction of the vertical axis. The structure of the through hole 431 can facilitate the rotation of the sleeve 43 .

The implementation principle of a formwork reinforcement frame with a slope on the outer wall of the pool in the embodiment of the present application is as follows: the construction personnel first adjust the width of the base 1 according to the minimum distance between the pouring platform and the side wall of the foundation pit, and use it after the adjustment is completed. Bolts fix the base 1 on the bottom of the foundation pit. After the top plate 23 and the pouring platform template are fixed by expansion bolts, the angle of the adjusting rod 31 is rotated so that the anchor rod 33 can be vertically anchored into the soil layer of the side wall of the foundation pit. Finally, the telescopic rod 4 is installed, and the length of the telescopic rod 4 is adjusted by rotating the sleeve 43 so that the application forms a stable support structure to complete the installation.

All of the above are preferred embodiments of the application, and are not intended to limit the protection scope of the application. Therefore, all equivalent changes made according to the structure, shape, and principle of the application should be covered by the protection scope of the application. Inside.

Claims (8)

1. The utility model provides a cell body outer wall template reinforcement support body that has slope rate which characterized in that: including fixed base (1) of establishing subaerial, establish perpendicularly template supporting component (2) of base (1) one end, articulated in domatic supporting component (3) and a plurality of detachable connect in template supporting component (2) with telescopic link (4) between domatic supporting component (3), template supporting component (2) and the pouring platform template butt of perpendicular to ground, domatic supporting component (3) and foundation ditch lateral wall fixed connection.

2. The slope rate pool body outer wall formwork reinforcing frame body according to claim 1, wherein: the slope support assembly (3) comprises a plurality of adjusting rods (31) hinged with the base (1), a plurality of connecting rods (32) perpendicular to the adjusting rods (31) and a plurality of anchor rods (33) perpendicular to the connecting rods (32), wherein the adjusting rods (31) are detachably connected with the connecting rods (32), one ends of the anchor rods (33) are fixedly connected with the connecting rods (32), and the other ends of the anchor rods are anchored in the side walls of the foundation pit.

3. The pool body outer wall formwork reinforcing frame body with slope rate according to claim 2, wherein: one end of the anchor rod (33) far away from the connecting rod (32) is provided with a conical section (331), and the maximum diameter of the conical section (331) is larger than the rod diameter of the anchor rod (33) close to one end of the connecting rod (32).

4. The slope rate pool body outer wall formwork reinforcing frame body according to claim 1, wherein: the template supporting assembly (2) comprises a supporting frame (21) vertically arranged on the base (1), a plurality of supporting legs (22) penetrating through the supporting frame (21) along the horizontal direction and a plurality of top plates (23) arranged at the end parts of the supporting legs (22), wherein the top plates (23) are in butt joint with pouring platform templates vertical to the ground.

5. The slope rate pool body outer wall formwork reinforcing frame body is characterized in that: a plurality of mounting holes (231) are vertically formed in the top plate (23) in a penetrating mode.

6. The slope rate pool body outer wall formwork reinforcing frame body according to claim 1, wherein: the telescopic rod (4) comprises two hoops (41) respectively sleeved on the template support assembly (2) and the slope support assembly (3), two screws (42) rotationally connected with the two hoops (41) and a sleeve (43) in threaded connection with the two screws (42).

7. The slope rate pool body outer wall formwork reinforcing frame body is characterized in that: a limiting block (421) is arranged at the end part of the screw rod (42); the diameter of the limiting block (421) is larger than the opening diameters of the two ends of the sleeve (43).

8. The slope rate pool body outer wall formwork reinforcing frame body is characterized in that: a through hole (431) is formed in the middle point of the sleeve (43) along the direction of the vertical axis.