Inclined column joint template support structure and construction method

Abstract

The application relates to the technical field of formwork support structures, in particular to an upper and lower inclined column joint formwork support structure and a construction method, which comprises a fixing plate, further comprises an adjusting assembly and a supporting assembly, the top end of the fixing plate is oppositely provided with the adjusting assembly, the top end of the adjusting assembly is provided with the supporting assembly, the adjusting assembly comprises fixed side ears which are oppositely arranged on the front and back sides of the top end of the fixing plate and have three groups, a screw rod is arranged between the fixed side ears, the outer side of the rear screw rod is oppositely and slidably connected with two groups of sliding blocks one, and the top end of the sliding block one is rotatably connected with a rotating frame; through the arrangement of the screw rod, the sliding blocks one and two can be horizontally moved by sliding, so that the position of the supporting rod is adjusted, the formwork support position is more flexibly adjusted, different angles and sizes of inclined columns can be adapted, and the stability and accuracy of the formwork support structure are ensured.

Description

TECHNICAL FIELD

[0001] The present application relates to the technical field of formwork support structure, in particular to an upper and lower inclined column joint formwork support structure and construction method. BACKGROUND

[0002] During construction, the concrete inclined column is a unique load-bearing component, which is widely used in construction, so when pouring the concrete inclined column, the upper and lower inclined column formwork is used to position and fix the joint, so as to meet the needs of inclined column construction, improve the construction quality and safety, and save construction time and cost.

[0003] The existing upper and lower inclined column joint formwork support structure is relatively fixed and single, and cannot be adjusted according to the position of the inclined column joint, so it cannot be adapted to inclined columns of different angles and sizes, which limits its range of use and reduces the accuracy and stability of the support structure. At the same time, it causes errors in the formwork docking, misalignment of the formwork, and leakage of concrete, which reduces the construction efficiency and increases the construction difficulty.

[0004] Therefore, in view of the problem that the joint formwork support structure is relatively fixed and single, cannot be adapted to inclined columns of different angles and sizes, and limits its range of use, the upper and lower inclined column joint formwork support structure and construction method can be designed to overcome the problem that the accuracy of the support structure is reduced. SUMMARY

[0005] In order to overcome the problem that the joint formwork support structure is relatively fixed and single, cannot be adapted to inclined columns of different angles and sizes, and limits its range of use, the accuracy of the support structure is reduced.

[0006] The technical solution of the present application is: an upper and lower inclined column joint formwork support structure, comprising a fixed plate; further comprising an adjusting assembly and a supporting assembly, the top end of the fixed plate is provided opposite to the adjusting assembly, the top end of the adjusting assembly is provided with the supporting assembly, the adjusting assembly comprises a fixed side ear, the fixed side ear is provided opposite to the front and back sides of the top end of the fixed plate and has three groups, a lead screw is provided between the fixed side ears, the outer side of the rear end lead screw is provided opposite to two groups of sliding blocks one, and the top end of the sliding block one is provided with a rotating frame.

[0007] Preferably, the sliding blocks one and two slide on the lead screw to the appropriate position, under the cooperation of the rotating frame, the telescopic cylinder is rotated to the appropriate angle, the telescopic cylinder is started to drive the telescopic end to push one side of the support plate upward, and the telescopic end of the telescoping rod adjusts the height of the other side of the support plate, so as to adjust the height and inclination of the support plate to the appropriate angle.

[0008] As a preferred, the middle position of the top end of the rotating frame is provided with a telescopic cylinder, the telescopic end of the telescopic cylinder is connected with a hinge seat one, and the outer side of the front end lead screw is provided opposite to two groups of sliding blocks two.

[0009] As preferred, the top end of the second sliding block is provided with a telescopic rod.

[0010] As preferred, the support assembly comprises a support plate, which is arranged at the telescopic end of the telescopic rod and the top end of the first hinge seat, and oppositely arranged.

[0011] As preferred, a sliding groove is arranged at the middle position of the top end of the support plate, and a support block is oppositely connected at the top end of the sliding groove, and supports are bolted at both sides of the top end of the support block.

[0012] As preferred, a support rod is arranged at the top end of the support, and a second connecting seat is arranged at the top end of the support rod.

[0013] As preferred, an installation plate is rotatably connected at the front end of the second connecting seat.

[0014] A construction method and process of an upper and lower inclined column joint point formwork support structure, which comprises the upper and lower inclined column joint point formwork support structure as described above, and the steps are as follows:

[0015] Firstly, according to the construction drawing, the position, size and inclination angle of the inclined column joint point are determined, and the required formwork materials, support materials and other auxiliary materials are prepared according to the construction drawing;

[0016] Secondly, the measurement and positioning are performed in the construction area, the installation position and angle of the inclined column formwork are determined, according to the measurement results, the first sliding block and the second sliding block are slid on the lead screw to the appropriate position, under the cooperation of the rotating frame, the telescopic cylinder is rotated to the appropriate angle, the telescopic cylinder is started to drive the telescopic end to push one side of the support plate upward, and the telescopic end of the telescopic rod adjusts the height of the other side of the support plate, so that the height and inclination of the support plate are adjusted to the appropriate angle, which is convenient for the support rod to support the formwork;

[0017] Thirdly, after the angle adjustment is completed, the support is fixed and installed on the support block by bolts, the support rod is installed on the support, the second connecting seat and the installation plate are installed on the support rod, and the installation plate is bolted with the structure on the formwork, so that the installation of the support structure is completed;

[0018] Fourthly, after the installation of the support structure is completed, the elevation, inclination and perpendicularity of the first section of inclined column formwork are checked again, and after the checking is completed, the formwork support structure is supplemented and reinforced by using reinforcing members or other reinforcing members;

[0019] Fifthly, the concrete is poured in the first section of formwork to form the lower end inclined column, and after the concrete is solidified, the maintenance is performed to make it reach the appropriate strength, the steel bars are bound on the first section of inclined column concrete, the second section of inclined column formwork is arranged on the steel bars to ensure that the elevation, inclination and perpendicularity of the formwork meet the design requirements, and the above steps are repeated.

[0020] The beneficial effects of the present application: through the setting of the lead screw, ensure that the slider one and the slider two slide horizontally, so as to adjust the position of the support rod, more flexible adjustment of the formwork support position, help to adapt to different angles and sizes of inclined column, ensure the stability and accuracy of the formwork support structure; at the same time, through the cooperation of the slider one, the slider two and the lead screw, ensure the accuracy of the formwork butt joint of the upper and lower inclined column joint point, help to reduce the problems of formwork misplacement and slurry leakage, improve the appearance quality and structural strength of the concrete product, and then improve the construction efficiency and reduce the construction difficulty. BRIEF DESCRIPTION OF DRAWINGS

[0021] Figure 1 The first three-dimensional structure schematic diagram of the upper and lower inclined column joint point formwork support structure of the present application is shown.

[0022] Figure 2 The second three-dimensional structure schematic diagram of the upper and lower inclined column joint point formwork support structure of the present application is shown.

[0023] Figure 3 The lower perspective structure schematic diagram of the upper and lower inclined column joint point formwork support structure of the present application is shown.

[0024] Figure 4 The three-dimensional structure schematic diagram of the adjusting assembly of the upper and lower inclined column joint point formwork support structure of the present application is shown.

[0025] Figure 5 The three-dimensional structure schematic diagram of the support assembly of the upper and lower inclined column joint point formwork support structure of the present application is shown.

[0026] Figure 6 The three-dimensional structure schematic diagram of the upper and lower inclined column joint point formwork support structure of the present application is shown. Figure 1 The three-dimensional structure schematic diagram of the upper and lower inclined column joint point formwork support structure of the present application is shown.

[0027] Explanation of reference signs: 1, fixed plate; 201, fixed side ear; 202, lead screw; 203, slider one; 204, rotating frame; 205, telescopic cylinder; 206, hinge seat one; 207, slider two; 208, telescopic rod; 301, support plate; 302, sliding groove; 303, support block; 304, support frame; 305, support rod; 306, connecting seat two; 307, mounting plate. DETAILED DESCRIPTION

[0028] The present application will be further described below in conjunction with the drawings and examples.

[0029] Please refer to Figures 1-6The application provides an embodiment of an upper and lower inclined column joint point template support structure and a construction method, which comprises a fixed plate 1, further comprises an adjusting assembly and a support assembly, the top end of the fixed plate 1 is provided with the adjusting assembly in opposite arrangement, the top end of the adjusting assembly is provided with the support assembly, the adjusting assembly comprises fixed side ears 201, the fixed side ears 201 are provided on the front and back sides of the top end of the fixed plate 1 in opposite arrangement and have three groups, a lead screw 202 is arranged between the fixed side ears 201, the outer side of the rear end lead screw 202 is slidably connected with two groups of sliding blocks one 203, the top end of the sliding blocks one 203 is rotatably connected with a rotating frame 204.

[0030] Please refer to Figure 2 、 Figure 6 In the embodiment, a telescopic cylinder 205 is arranged at the middle position of the top end of the rotating frame 204, the telescopic end of the telescopic cylinder 205 is connected with a hinge seat one 206, the outer side of the front end lead screw 202 is slidably connected with two groups of sliding blocks two 207, the top end of the sliding blocks two 207 is provided with a telescopic rod 208, the telescopic end of the telescopic rod 208 adjusts the height of the other side of the support plate 301, so that the height and inclination of the support plate 301 are adjusted to a suitable angle.

[0031] Please refer to Figures 3-5 In the embodiment, the support assembly comprises a support plate 301, the support plate 301 is arranged at the telescopic end of the telescopic rod 208 and the top end of the hinge seat one 206, and the support plate 301 is arranged in opposite arrangement, a sliding groove 302 is arranged at the middle position of the top end of the support plate 301, the top end of the sliding groove 302 is slidably connected with a support block 303, the top end of the support block 303 is bolted with a support frame 304 on both sides, the top end of the support frame 304 is provided with a support rod 305, the top end of the support rod 305 is provided with a connecting seat two 306, the front end of the connecting seat two 306 is rotatably connected with a mounting plate 307, the support frame 304 is bolted and mounted on the support block 303, the support rod 305 is mounted on the support frame 304, the connecting seat two 306 and the mounting plate 307 are mounted on the support rod 305, and the mounting plate 307 is bolted and fixed with the structure on the template, so that the installation of the support structure is completed.

[0032] When working, the slider one 203 and the slider two 207 slide on the lead screw 202 to the appropriate position, under the cooperation of the rotating frame 204, the telescopic cylinder 205 rotates to the appropriate angle, the telescopic cylinder 205 is started to drive the telescopic end to push one side of the support plate 301 upward, and the telescopic end of the telescopic rod 208 adjusts the height of the other side of the support plate 301, so that the height and the inclination of the support plate 301 are adjusted to the appropriate angle, facilitating the support of the support plate by the support rod 305; after the angle adjustment is completed, the support 304 is fixed and installed on the support block 303 by bolts, the support rod 305 is installed on the support 304, the connecting seat two 306 and the mounting plate 307 are installed on the support rod 305, and the mounting plate 307 is bolted with the structure on the formwork, so that the installation of the support structure is completed; after the installation of the support structure is completed, the elevation, the inclination and the perpendicularity of the first section of the inclined column formwork are re-calibrated and checked, after the checking is completed, the formwork support structure is assisted and reinforced by using reinforcing members or other reinforcing members; the concrete is poured in the first section of the formwork to form the lower end inclined column; after the concrete is solidified, the inclined column is maintained to reach the appropriate strength; the steel bars are bound on the first section of the inclined column; the second section of the inclined column formwork is supported on the steel bars to ensure that the elevation, the inclination and the perpendicularity of the formwork meet the design requirements; the above steps are repeated.

[0033] Through the above steps, under the setting of the lead screw 202, the slider one 203 and the slider two 207 can move horizontally, so that the position of the support rod 305 is adjusted, so that the appearance quality and the structural strength of the concrete product are improved, and the construction quality problems caused by the deformation or displacement of the formwork are reduced; the problem that the support structure of the joint point formwork is relatively fixed and single, cannot adapt to inclined columns of different angles and sizes, and the use range is limited, and the accuracy of the support structure is reduced is solved.

[0034] The embodiments of the application are described in detail above with reference to the drawings, but the application is not limited to the above embodiments, and various changes can be made within the knowledge of those skilled in the art without departing from the purpose of the application.

Claims

1. A formwork support structure for the intersection of inclined columns, comprising a fixing plate (1); characterized in that: Also include the adjusting assembly and support assembly, the top end of the fixed plate (1) is provided with adjusting assembly, adjusting assembly top end is installed with support assembly, adjusting assembly includes fixed side ear (201), fixed side ear (201) is provided with two sides of the top end of the fixed plate (1) and each side has three, fixed side ear (201) between the setting has screw rod (202), the outer side of the rear end screw rod (202) is relatively connected with two groups of sliding block one (203), the top end of sliding block one (203) is rotatably connected with rotating frame (204); The middle position of rotating frame (204) top end is installed with telescopic cylinder (205), the telescopic end of telescopic cylinder (205) is connected with hinge seat one (206), the outer side of the front end screw rod (202) is relatively connected with two groups of sliding block two (207); The top end of sliding block two (207) is installed with telescopic rod (208); Support assembly includes support plate (301), support plate (301) is provided at the telescopic end of telescopic rod (208) and the top end of hinge seat one (206), and support plate (301) is relatively provided; The middle position of support plate (301) top end is provided with sliding slot (302), the top end of sliding slot (302) is relatively connected with support block (303), the top end of support block (303) is bolted with support frame (304) on both sides; The top end of support frame (304) is provided with support rod (305), and the top end of support rod (305) is installed with connecting seat two (306).

2. The batter interface formwork support structure of claim 1, wherein: The front end of connecting seat two (306) is rotatably connected with mounting plate (307).

3. The construction method of the support structure of the intersection point of the upper and lower inclined columns, characterized in that: The upper and lower inclined column joint point template support structure according to claim 2, the steps are as follows: First, according to the construction drawing, the position, size and inclination angle of the inclined column joint point are determined, and the required template material, support material and other auxiliary materials are prepared according to the construction drawing; Second, measurement and positioning are carried out in the construction area, the installation position and angle of the inclined column template are determined, according to the measurement result, sliding block one (203) and sliding block two (207) are slid on screw rod (202) to the appropriate position, under the cooperation of rotating frame (204), telescopic cylinder (205) is rotated to the appropriate angle, telescopic cylinder (205) is started to drive its telescopic end to push one side of support plate (301) upward, at the same time, the telescopic end of telescopic rod (208) adjusts the height of the other side of support plate (301), so that the height and inclination of support plate (301) are adjusted to the appropriate angle, which is convenient for support rod (305) to support the template; Third, after the angle adjustment is completed, support frame (304) is fixedly installed on support block (303) by bolts, support rod (305) is installed on support frame (304), connecting seat two (306) and mounting plate (307) are installed on support rod (305), and mounting plate (307) is bolted with the structure on the template, so that the installation of the support structure is completed; Fourth, after the installation of the support structure is completed, the elevation, inclination and perpendicularity of the first section of inclined column template are checked again, and after the checking is completed, the template support structure is reinforced by using reinforcing members. Fifth, the first section of the template in pouring concrete, forming the lower end of the inclined column; when its concrete solidification after conservation, so that it reaches the appropriate strength; in the first section of the inclined column concrete tied on the steel; in the steel on the second section of the inclined column formwork, to ensure that the template elevation, inclination and perpendicularity meet the design requirements; repeat the above steps.

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