CN218028979U

CN218028979U - Concrete reversed bank hanging mould reinforcing structure

Info

Publication number: CN218028979U
Application number: CN202222388198.8U
Authority: CN
Inventors: 罗强; 鄢泽鑫; 谢宗午; 韩长江; 张彬
Original assignee: China Metallurgical Construction Engineering Group Co Ltd
Current assignee: China Metallurgical Construction Engineering Group Co Ltd
Priority date: 2022-09-08
Filing date: 2022-09-08
Publication date: 2022-12-13
Anticipated expiration: 2032-09-08

Abstract

The utility model provides a concrete anti-bank hangs mould and consolidates structure relates to construction technical field, include: the supporting template comprises two vertically arranged supporting plates for forming the reversed ridges and an inner supporting bracket arranged in the supporting template; the positioning support is arranged in the supporting template and close to the wall column, and two ends of the positioning support are connected with the reinforcing steel bars in the wall column and the inner supporting support; the reinforcing component is arranged on the supporting template and comprises a plurality of evenly arranged fixing parts, the fixing parts are provided with two vertically arranged clamping plates and a cross beam connecting the two clamping plates, the two clamping plates are clamped on the outer sides of the two supporting plates, and the cross beam is abutted to the top ends of the two supporting plates. The utility model discloses can make the backup pad more firm, the backup pad can bear the impact of concrete when concreting in to the support template, also can reduce the concrete and expand the possibility that makes the support template mould that rises when solidifying, and the support template is connected with the wall post simultaneously, can increase the steadiness of support template.

Description

Concrete reversed bank hanging mould reinforcing structure

Technical Field

The utility model belongs to the technical field of the construction technology and specifically relates to a concrete anti-bank hangs mould and consolidates structure.

Background

Most of the prior engineering adopts a mode of secondary formwork support by using a wood mould, a composite supporting mould or a metal mould to complete the inverted sill structure with the design requirement, the concrete inverted sill is generally used for meeting the use function requirement of a building, is a treatment for preventing rainwater from leaking into a hole or an edge part or is provided with a cover on the upper part (for example, an indoor bathroom, a shower room or a kitchen area needing water resistance), the inverted sill is a concrete member which is provided with a certain thickness and a certain height around the hole and is connected with a surrounding concrete plate into a whole, and the floor or a floor panel body with the waterproof requirement is provided with the inverted sill concrete member

However, it still remains the drawback in the in-service use of present construction method, current anti-bank mould of concrete is when pouring, directly pour after setting up the template, the template generally adopts the fastener of door font, it is fixed with the top chucking of template, pour the in-process, the concrete can strike the template of both sides, because the template of both sides receives the fixed power of fastener not enough even, lead to the template to appear the displacement when receiving the impact of concrete easily, lead to appearing the skew between the anti-bank after the shaping and the position of original design, simultaneously because the volume after the concrete condenses changes, the template that appears the deformation is strikeed to the concrete pouring, extrude the template and make the template damage easily in concrete setting process.

Therefore, the existing concrete reversed ridge mold cannot meet the requirements in practical use, so that an improved technology is urgently needed in the market to solve the problems.

Disclosure of Invention

Receive the fixed power of fastener not enough even in order to improve the template, lead to the template to appear the displacement easily when receiving the impact of concrete, lead to appearing the skew between the anti-bank after the shaping and the position of original design, simultaneously because the volume after the concrete condenses changes, receive the concrete impact and appear the template that warp pouring, extrude the problem that makes the template damage easily at the concrete setting in-process to the template, the utility model provides a concrete anti-bank hangs mould and consolidates the structure.

The utility model provides a reverse bank of concrete hangs mould and consolidates structure adopts following technical scheme:

a concrete inverted ridge hanging die reinforcing structure comprises:

the supporting template comprises two vertically arranged supporting plates for forming the reversed ridges and an inner supporting bracket arranged in the supporting template;

the positioning support is arranged in the supporting template and close to the wall column, and two ends of the positioning support are connected with the reinforcing steel bars in the wall column and the inner supporting support;

the reinforcing component is arranged on the supporting template and comprises a plurality of fixing parts which are evenly arranged, the fixing parts comprise two vertical clamping plates and two transverse beams which connect the two clamping plates, the clamping plates are clamped on the outer sides of the two supporting plates, and the transverse beams are abutted to the top ends of the two supporting plates.

Optionally, the reinforcing assembly further comprises a reinforcing member and a fixing screw, and the fixing screw is used for fixing the reinforcing member on the supporting plate.

Optionally, the reinforcement includes gusset plate and mounting plate, the crooked setting of mounting plate and one end are contradicted in the intermediate position in one of them backup pad lateral surface, the other end of mounting plate is contradicted on the crossbeam and is extended the setting to the horizontal direction, the gusset plate is vertical to be set up on the mounting plate and contradicts in the intermediate position in another backup pad outside.

Optionally, the middle position of the reinforcing plate is bent away from the supporting plate.

Optionally, the outer side surfaces of the two support plates are horizontally provided with a fixing plate along the length direction, and the bottom ends of the reinforcing plate and the fastening plate are fixed on the fixing plate through fixing screws.

Optionally, the internal stay support evenly is equipped with a plurality of fixed screwed pipes along self length direction, fixed screwed pipe level sets up and both ends are contradicted in the inner wall of two backup pads, clamping screw passes backup pad and fixed screwed pipe threaded connection, the threaded sleeve is equipped with and supports tight board on the clamping screw, support tight board and contradict on gusset plate and mounting plate.

Optionally, a plurality of clamping grooves are uniformly formed in the outer side surfaces of the two supporting plates in the vertical direction, and the two clamping plates are clamped in the clamping grooves.

Optionally, a plurality of bayonets are evenly arranged on the top sides of the two supporting plates, the bayonets correspond to the clamping grooves one to one, and the cross beam is clamped in the bayonets.

To sum up, the utility model discloses contain following at least one beneficial effect:

1. the upper part of the supporting plate is fixed through the reinforcing piece and the fixing piece, the reinforcing plate and the fastening plate of the reinforcing piece can clamp the position, close to the bottom, of the supporting plate, and the position, close to the bottom, of the supporting plate is fixed through the matching of the fixing screw rod and the fixing screw pipe, so that the supporting plate is more stable, the supporting plate can bear the impact of concrete when the concrete is poured into the supporting template, and the possibility that the supporting template expands due to the expansion of the concrete when the concrete is solidified can be reduced;

2. can realize accurate location to the position of anti-bank through the locating support to realize hanging the accurate nature in location of mould, support the template simultaneously and be connected with the wall post, can increase the steadiness of supporting the template.

Drawings

Fig. 1 is a schematic structural diagram of the present invention.

Fig. 2 is a schematic view of the connection between the inner support bracket and the positioning bracket of the present invention.

Description of reference numerals:

1. supporting the template; 11. a support plate; 111. a card slot; 112. a bayonet; 113. a fixing plate; 12. an inner support bracket; 121. fixing the screw tube; 2. positioning the bracket; 3. a reinforcement assembly; 31. a fixing member; 311. clamping a plate; 312. a cross beam; 32. a reinforcement; 321. a reinforcing plate; 322. a fastening plate; 33. fixing the screw rod; 331. and a support plate.

Detailed Description

The following embodiments of the present invention are provided by way of specific examples, and other advantages and effects of the present invention will be readily apparent to those skilled in the art from the disclosure herein. The present invention can be implemented or applied by other different specific embodiments, and various details in the present specification can be modified or changed based on different viewpoints and applications without departing from the spirit of the present invention.

The present invention will be described in further detail with reference to the accompanying fig. 1-2.

An embodiment of the utility model provides a concrete is anti-bank to hang mould and is consolidated structure. Referring to fig. 1 and 2, the concrete inverted sill suspended form reinforcement structure includes a support form 1, a positioning bracket 2, and a reinforcement assembly 3. Support template 1 includes backup pad 11 and internal stay support 12, reserves out at two sections adjacent walls in anti-bank design position or post and has the framework of steel reinforcement, locating support 2 and framework of steel reinforcement welded fastening, and internal stay support 12 is the reinforcing bar frame in this embodiment, and internal stay support 12 is installed at the construction position according to the drawing, and the both ends and the 2 welded fastening of locating support of internal stay support 12, backup pad 11 are provided with two, and vertical the installing in the both sides of internal stay support 12.

Referring to fig. 1, the reinforcing component 3 includes a fixing member 31, the fixing member 31 has two vertical clamping plates 311 and a cross beam 312 for connecting the two clamping plates 311 together, the cross beam 312 is located on the top ends of the two clamping plates 311, the fixing member 31 is evenly provided with a plurality of clamping plates along the length direction of the two supporting plates 11, the two clamping plates 311 are respectively abutted against the outer side surfaces of the two supporting plates 11, the cross beam 312 is abutted against the top ends of the two supporting plates 11, and the two supporting plates 11 are fixed on the two sides of the inner supporting bracket 12.

In order to avoid the fixing member 31 the condition that the slip slope appears in backup pad 11, lateral surface at two backup pads 11 is vertical evenly to be provided with many bayonet sockets 111, simultaneously the top side of two backup pads 11 evenly is provided with a plurality of bayonet sockets 112 along self length direction, and bayonet socket 112 and bayonet socket 111 one-to-one set up, corresponding bayonet socket 111 and bayonet socket 112 intercommunication, during installation fixing member 31, insert two blocks of cardboard 311 of fixing member 31 and locate in bayonet socket 111, crossbeam 312 inserts and locates in the bayonet socket 112 of two backup pads 11, can carry on spacingly to the position of fixing member 31, avoid the condition that fixing member 31 appears sliding or topples over to appear.

Referring to fig. 1, the reinforcing assembly 3 further includes a reinforcing member 32 and a fixing screw 33, the number of the reinforcing member 32 is the same as that of the fixing member 31, the reinforcing member 32 includes a reinforcing plate 321 and a fastening plate 322, the fastening plate 322 is bent, one end of the fastening plate 322 bent is abutted to the middle position of the outer side surface of one of the supporting plates 11, the other end of the fastening plate 322 bent is extended to the horizontal direction and abutted to the cross beam 312 and extended out of the range of the supporting template 1, one end of the reinforcing plate 321 is arranged on the fastening plate 322, the other end of the reinforcing plate 321 is extended downward and abutted to the middle position of the outer side surface of the other supporting plate 11, and the fixing screw 33 fixes the reinforcing plate 321 and the fastening plate 322 on the supporting plate 11.

Wherein, in order to make the reinforcement 32 press from both sides the backup pad 11 tighter, what reinforcing plate 321 and fastening plate 322 all used in this embodiment is the steel sheet that all is elastic, the crooked position of fastening plate 322 has the inside side extruded elasticity, the intermediate position of reinforcing plate 321 is to the crooked setting of the direction of keeping away from backup pad 11, make reinforcing plate 321 have to the extruded elasticity of backup pad 11 direction, all to the backup pad 11 direction extrusion of reinforcing plate 321 and fastening plate 322, make two backup pad 11 contradict including propping on propping up support 12 more firm, two backup pad 11 can bear bigger impact force.

In order to make the two supporting plates 11 more uniformly receive the extrusion force of the reinforcing member 32, the fixing plate 113 is fixed at the middle position of the outer side surfaces of the two supporting plates 11 along the length direction, the bottom ends of the reinforcing plate 321 and the fastening plate 322 are abutted on the fixing plate 113, and the fixing plate 113 can distribute the extrusion force applied to the supporting plates 11 by the reinforcing member 32 more uniformly, so that the force received by the supporting plates 11 is more uniform.

Referring to fig. 1, a plurality of fixing screw tubes 121 are uniformly arranged on an inner support 12 along the length direction, the number of the fixing screw tubes 121 is the same as that of reinforcing members 32, the fixing screw tubes 121 are welded and fixed on the inner support 12 along the horizontal direction, two ends of each fixing screw tube 121 abut against the inner side surfaces of the two support plates 11, two fixing screw rods 33 penetrate through the support plates 11 and are inserted into the fixing screw tubes 121 in a threaded manner, a abutting plate 331 is sleeved on each fixing screw rod 33 in a threaded manner, the abutting plates 331 abut against the reinforcing plate 321 and the fastening plate 322 respectively, the strength between the two support plates 11 can be higher through the matching use of the fixing screw rods 33 and the fixing screw tubes 121, the fixing screw tubes can bear higher impact force when concrete is poured, meanwhile, the concrete can extrude the two support plates 11 during solidification, and the possibility of mold expansion leakage caused by the impact of the concrete on the mold is reduced.

The implementation method of the concrete reversed ridge hanging mould reinforcing structure comprises the following steps: fixing a positioning support 2 at the end part of a reserved steel reinforcement framework of a shear wall or column by welding, installing an inner support 12 according to a drawing and fixing the inner support 12 and the positioning support 2 by welding; mounting the support plates 11 on both sides of the inner supporting bracket 12, and fixing the support plates 11 using fixing members 31; clamping the reinforcing member 32 on the support plate 11, fixing the reinforcing member 32 on the support plate 11 by using a fixing screw 33, and inserting the fixing screw 33 into the fixing screw 121; and (3) removing the mold, after the reverse bank is formed, rotating the fixing screw 33 to insert and remove, sequentially removing the reinforcing member 32, the fixing member 31 and the support plate 11, and plugging a hole left in the side surface of the reverse bank after the fixing screw 33 is removed by using cement mortar.

Finally, although the present invention has been described in detail with reference to the preferred embodiments, it should be understood by those skilled in the art that the present invention can be modified or replaced by other means without departing from the spirit and scope of the present invention, which should be construed as limited only by the appended claims.

Claims

1. The utility model provides a reverse bank of concrete hangs mould reinforcement structure which characterized in that: the method comprises the following steps:

the supporting template (1) comprises two vertically arranged supporting plates (11) used for forming the reversed ridges and an inner supporting bracket (12) arranged in the supporting template (1);

the positioning support (2) is arranged in the supporting template (1) and close to the wall column, and two ends of the positioning support (2) are connected with the reinforcing steel bars in the wall column and the inner supporting support (12);

consolidate subassembly (3), set up on supporting template (1), consolidate subassembly (3) including mounting (31) of a plurality of even settings, mounting (31) have cardboard (311) of two vertical settings and crossbeam (312) of connecting two cardboard (311), two the outside of two backup pads (11) is located in cardboard (311) card, crossbeam (312) are contradicted in the top of two backup pads (11).

2. The concrete reversed sill die-hanging reinforcement structure of claim 1, characterized in that: the reinforcing component (3) further comprises a reinforcing piece (32) and a fixing screw rod (33), and the fixing screw rod (33) is used for fixing the reinforcing piece (32) on the supporting plate (11).

3. The concrete reversed sill die-hanging reinforcement structure of claim 2, characterized in that: reinforcing member (32) include gusset plate (321) and mounting plate (322), mounting plate (322) bending set up and one end is contradicted in the intermediate position of one of them backup pad (11) lateral surface, the other end of mounting plate (322) is contradicted on crossbeam (312) and is extended the setting to the horizontal direction, gusset plate (321) is vertical to be set up on mounting plate (322) and contradicts in the intermediate position in another backup pad (11) outside.

4. The concrete reversed sill die-hanging reinforcement structure of claim 3, characterized in that: the middle position of the reinforcing plate (321) is bent away from the supporting plate (11).

5. The concrete reversed sill die-hanging reinforcement structure of claim 4, characterized in that: the outer side surfaces of the two supporting plates (11) are horizontally provided with fixing plates (113) along the length direction, and the bottom ends of the reinforcing plate (321) and the fastening plate (322) are fixed on the fixing plates (113) through fixing screws (33).

6. The concrete reversed sill die-hanging reinforcement structure of claim 5, characterized in that: interior support (12) evenly are equipped with a plurality of fixed screwed pipes (121) along self length direction, fixed screwed pipe (121) level sets up and both ends are contradicted in the inner wall of two backup pads (11), clamping screw (33) pass backup pad (11) and fixed screwed pipe (121) threaded connection, threaded sleeve is equipped with and supports tight board (331) on clamping screw (33), support tight board (331) and contradict on gusset plate (321) and mounting plate (322).

7. The concrete reversed sill form-hanging reinforcement structure of claim 2, characterized in that: the outer side surfaces of the two supporting plates (11) are evenly provided with a plurality of clamping grooves (111) in the vertical direction, and the two clamping plates (311) are clamped in the clamping grooves (111).

8. The concrete reversed sill die-hanging reinforcement structure of claim 3, characterized in that: the top sides of the two supporting plates (11) are uniformly provided with a plurality of bayonets (112), the bayonets (112) are in one-to-one correspondence with the clamping grooves (111), and the cross beam (312) is clamped in the bayonets (112).