Steel structure assembly type concrete plate wall and constructional column connecting structure

By using a combination of through grooves, through plates, cast plates, pins, and fixing rods, the problem of unstable connection between autoclaved aerated concrete (AAC) slab walls and structural columns was solved, achieving a stable connection between steel-structured prefabricated concrete slab walls and structural columns, and enhancing the overall stability and robustness of the wall.

CN223446372UActive Publication Date: 2025-10-17THE FIRST CONSTR CO LTD OF CHINA CONSTR FIRST GRP +1
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Patent Information

Application Number
CN202422786881.6
Authority / Receiving Office
CN · China
Patent Type
Utility models(China)
Current Assignee / Owner
Filing Date
2024-11-14
Publication Date
2025-10-17
Estimated Expiration
2034-11-14

AI Technical Summary

Technical Problem

In the existing technology, the connection between autoclaved aerated concrete (AAC) slab walls and structural columns in the longitudinal direction is unstable, and it is impossible to leave tie bars while building, which affects the stability of the connection.

Method used

The system employs a combination structure of through grooves, through-plates, cast-in-place slabs, pins, and fixing rods. The through grooves connect the through-plate wall to the structural column, and the fixing rods and pins provide initial fixation. The sliding structure of reinforcing ribs and fixing blocks further enhances the connection stability.

Benefits of technology

This achieves a stable connection between the steel structure prefabricated concrete slab wall and the structural columns, enhancing the overall stability and robustness of the wall, preventing the fixing rods from loosening, and improving the reliability of the connection.

✦ Generated by Eureka AI based on patent content.

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Abstract

The utility model discloses a steel structure assembly type concrete plate wall and constructional column connecting structure, relates to the technical field of steel structure buildings, and solves the problem of unstable connection between a concrete plate wall and a constructional column. According to the steel beams, a constructional column body is arranged between the two steel beams, and connecting mechanisms are arranged on the two sides of the constructional column body; the connecting mechanism comprises a penetrating groove, the plate walls, the pouring plates and the penetrating plates are of a unified pouring prefabricated structure, the penetrating plates corresponding to the two plate walls at the front end and the rear end penetrate into the constructional column through the penetrating groove, the pouring plates and the constructional column are fixed through pins to be preliminarily connected, then the fixing rods penetrate through reserved holes of the filling groove, and the connecting mechanism is connected with the constructional column through the fixing rods. And finally, concrete is poured into the filling grooves, the fixing rods are prevented from moving or loosening, and the stability of connection between the constructional column body and the plate wall is further improved.
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Description

TECHNICAL FIELD

[0001] The utility model relates to the field of steel structure building especially relates to a steel structure assembly type concrete slab wall and construction column connecting structure. BACKGROUND

[0002] With the state striving to solve the problem of resource and environment constraints, the carbon peak and carbon neutral work target is clear, and a series of industrial structure adjustment and research and development are carried out in various industries. The use of prefabricated green low-carbon construction in urban and rural construction field is an important direction of carbon reduction, and the proportion of prefabricated building in new urban construction of each place is higher and higher. Steel structure is an important structure system of prefabricated building, and is applied more in the field of building.

[0003] The existing technology of autoclaved aerated concrete slab wall is currently the mainstream application product in the steel structure building inner partition wall and non-load-bearing outer enclosure wall, and the construction column can be added to the super-long autoclaved aerated concrete slab wall, and the anti-cracking measures are taken for the joint between the slabs, so that the safety performance of the wall body is enhanced.

[0004] In the implementation of the utility model, the inventor finds that at least the following problems exist in the technology, the two ends of the wall body are connected with the main structure by U-shaped clamps, pipe clamps and hook head bolts, but the longitudinal wall direction cannot leave the position of the tie bar between the autoclaved aerated concrete slab wall and the cast concrete construction column during masonry because there is no ash joint in the whole slab, thereby affecting the stability of the connection, therefore, the steel structure assembly type concrete slab wall and construction column connecting structure is proposed. UTILITY MODEL CONTENTS

[0005] In order to improve the unstable connection problem of the concrete slab wall and the construction column, the utility model provides a steel structure assembly type concrete slab wall and construction column connecting structure.

[0006] The utility model provides a steel structure assembly type concrete slab wall and construction column connecting structure, adopts the following technical scheme:

[0007] A steel structure assembly type concrete slab wall and construction column connecting structure, including steel beam, two the steel beam between the arrangement has construction column body, and the two sides of construction column body are provided with connecting mechanism;

[0008] The connecting mechanism includes a through slot, the through slot is arranged in the inside of the construction column body, and the inside of the through slot is provided with a penetrating plate, one end of the penetrating plate penetrating the construction column body is fixed with a pouring plate, and the inner wall of the penetrating plate is provided with a mounting hole, the outer wall of the pouring plate is fixed with a slab wall, and the inner wall of the pouring plate is penetrated with a pin, the front end of the construction column body is provided with a filling groove, and the inner wall of the filling groove is penetrated with a fixing rod.

[0009] Through the above technical scheme, the fixed rod penetrates the filling groove and enters the structural column, and penetrates two penetration plates, so that the structural column and the plate wall at the front and rear ends can be stably connected.

[0010] Optionally, the pouring plate is perpendicular to the penetration plate, and a sliding structure is formed between the penetration plate and the structural column.

[0011] Through the above technical scheme, the penetration plate penetrates the structural column through the penetration groove, so that the plate wall at the front and rear ends can support each other.

[0012] Optionally, the pouring plate is fixedly connected to the structural column through a pin, and the pouring plate is perpendicular to the steel beam.

[0013] Through the above technical scheme, the pouring plate can be fixed to the structural column through the pin, so that the structural column and the plate wall are preliminarily connected.

[0014] Optionally, the inside of the structural column is provided with a stabilizing mechanism, the stabilizing mechanism comprises a reinforcing rib, the reinforcing rib penetrates the top end and the bottom end of the structural column, and the reinforcing rib is fixed with a reinforcing plate at both ends inside the structural column.

[0015] Through the above technical scheme, the firmness of the structural column is improved through the cooperation of the four groups of reinforcing ribs and the two reinforcing plates.

[0016] Optionally, the stabilizing mechanism further comprises a fixing block, the fixing block is fixed at the top end of the reinforcing plate, the steel beam has a penetration groove opened at the position corresponding to the fixing block on the inner wall in the axial direction, and the inner wall of the fixing block is provided with a limiting hole, and a clamping block is penetrated in the limiting hole.

[0017] Through the above technical scheme, the fixing block and the steel beam are clamped through the limiting hole and the clamping block, so that the steel beam and the structural column can be quickly installed.

[0018] Optionally, the reinforcing rib and the reinforcing plate are welded, and the reinforcing plate and the fixing block are welded.

[0019] Through the above technical scheme, the reinforcing rib penetrates the steel beam and is connected through the corresponding matching threaded sleeve, so that the steel beam and the structural column can be connected.

[0020] Optionally, the clamping block and the fixing block form a sliding structure through the limiting hole, and the fixing block and the steel beam form a sliding structure through the penetration groove.

[0021] Through the above technical scheme, the fixing block penetrates the steel beam along the penetration groove, and under the cooperation of the limiting hole and the clamping block, the steel beam and the structural column can be stably connected.

[0022] In summary, the present application has the following advantages:

[0023] 1. The utility model discloses a unified pouring prefabricated structure through the panel wall, pouring plate and the penetration plate, the penetration plate of two panel walls of front and back end corresponds, constructs the column body through the through groove, and the pouring plate and the construction column body are fixed and carry out the preliminary connection through the dowel, then the fixed rod is passed through the reserved hole of filling groove, and is inserted into the mounting hole of the penetration plate, and the two groups of penetration plates are positioned to improve the connection stability, finally, the pouring concrete in the filling groove avoids the fixed rod activity or loose and further improves the stability of the construction column body and the panel wall connection.

[0024] 2. The utility model discloses four groups of reinforcing ribs are equipped with in each construction column body, and are equipped with two reinforcing plates, improve the firmness of construction column body, the reinforcing rib of construction column body is inserted into the reserved hole of steel beam and is fixed through the threaded sleeve, makes steel beam and construction column body preliminary fixed, and the fixed block is passed through the steel beam through the through groove, then inserts the clamping block in the limiting hole and is fixed through the bolt, makes steel beam and fixed block interlock and further improves steel beam and construction column body connection stability. BRIEF DESCRIPTION OF DRAWINGS

[0025] Figure 1 It is the whole structure schematic diagram of the utility model.

[0026] Figure 2 It is the construction column body structure schematic diagram of the utility model.

[0027] Figure 3 It is the penetration plate structure schematic diagram of the utility model.

[0028] Figure 4 It is the reinforcing plate structure schematic diagram of the utility model.

[0029] Figure 5 It is the utility model Figure 1 Partial enlarged structure schematic diagram of A place in the utility model.

[0030] BRIEF DESCRIPTION OF DRAWINGS

[0031] 1, steel beam, 2, construction column body, 3, connecting mechanism, 301, panel wall, 302, pouring plate, 303, dowel, 304, through groove, 305, penetration plate, 306, mounting hole, 307, filling groove, 308, fixed rod, 4, stabilizing mechanism, 401, reinforcing rib, 402, reinforcing plate, 403, fixed block, 404, through groove, 405, limiting hole, 406, clamping block. DETAILED DESCRIPTION

[0032] The following combines the drawings Figures 1-5 Make further detailed description to the application.

[0033] Please refer to Figures 1-3The utility model provides a kind of steel structure assembly type concrete slab wall and constructional column connecting structure, including steel beam 1, two steel beam 1 between arrangement has constructional column body 2, and the two sides of constructional column body 2 are provided with connecting mechanism 3;Connecting mechanism 3 includes through groove 304, through groove 304 is set in the inside of constructional column body 2, and the inside of through groove 304 is worn and is passed into plate 305, and the end of plate 305 worn and is passed into constructional column body 2 is fixed with pouring plate 302, and the inner wall of plate 305 is passed into and is equipped with mounting hole 306, and the outer wall of pouring plate 302 is fixed with slab wall 301, and the inner wall of pouring plate 302 is passed into and is equipped with pin 303, and the front end of constructional column body 2 is equipped with fill slot 307, and the inner wall of fill slot 307 is passed into and is equipped with fixed rod 308, and pouring plate 302 is perpendicular with plate 305, and sliding structure is formed between plate 305 and constructional column body 2, and pouring plate 302 is fixedly connected with constructional column body 2 by pin 303, and pouring plate 302 is perpendicular with steel beam 1;Slab wall 301, pouring plate 302 and plate 305 are unified pouring prefabricated structure, and the plate 305 of two slab walls 301 in front and back is passed into constructional column body 2 by through groove 304, and pouring plate 302 and constructional column body 2 are fixedly connected by pin 303, and then fixed rod 308 is passed through the reserved hole of fill slot 307, and is inserted into the mounting hole 306 of plate 305, and the two groups of plate 305 are positioned to improve the stability of connection, and finally, in fill slot 307, concrete is poured, to avoid the activity or loosening of fixed rod 308, further improve the stability of constructional column body 2 and slab wall 301 connection.

[0034] Refer to Figure 1 , Figure 2 , Figure 4 and Figure 5The inside of the construction column 2 is provided with a stabilizing mechanism 4, the stabilizing mechanism 4 comprises a reinforcing rib 401, the reinforcing rib 401 penetrates the top end and the bottom end of the construction column 2, the reinforcing rib 401 is fixed with a reinforcing plate 402 at both ends of the inside of the construction column 2, the stabilizing mechanism 4 further comprises a fixing block 403, the fixing block 403 is fixed at the top end of the reinforcing plate 402, the steel beam 1 is provided with a penetrating groove 404 corresponding to the position of the fixing block 403 on the inner wall in the axial direction, the inner wall of the fixing block 403 is provided with a limiting hole 405, the limiting hole 405 is penetrated by a clamping block 406, the reinforcing rib 401 is welded with the reinforcing plate 402, the reinforcing plate 402 is welded with the fixing block 403, the clamping block 406 and the fixing block 403 form a sliding structure through the limiting hole 405, and the fixing block 403 and the steel beam 1 form a sliding structure through the penetrating groove 404; four groups of reinforcing ribs 401 are arranged in the inside of each construction column 2, and two reinforcing plates 402 are arranged, so that the rigidity of the construction column 2 is improved, the reinforcing rib 401 of the construction column 2 is inserted into the reserved hole of the steel beam 1 and is fixed through a threaded sleeve, so that the steel beam 1 and the construction column 2 are preliminarily fixed, meanwhile, the fixing block 403 penetrates the steel beam 1 through the penetrating groove 404, then the clamping block 406 is inserted into the limiting hole 405 and is fixed through a bolt, so that the steel beam 1 and the fixing block 403 are clamped with each other, and the connection stability of the steel beam 1 and the construction column 2 is further improved.

[0035] The implementation principle of the utility model is as follows: four groups of reinforcing ribs 401 are arranged in the inside of the construction column 2, and reinforcing plates 402 are fixed at both ends of the inside, the reinforcing rib 401 is fixed through a threaded sleeve after penetrating the steel beam 1, then the fixing block 403 penetrates the steel beam 1 through the penetrating groove 404, and the clamping block 406 is clamped and limited through the limiting hole 405, so that the steel beam 1 and the construction column 2 are quickly installed, then the pouring plate 302 on one side of the panel wall 301 and the penetrating plate 305 are uniformly poured, penetrate the construction column 2 through the penetrating groove 304, and the pouring plate 302 and the construction column 2 are fixed through the dowel 303 (penetrate the wall by 200mm in the direction of 30° of each side along the wall height, and the vertical spacing is 600m), the penetrating plate 305 corresponding to the two panel walls 301 is clamped with each other, and the pouring plate 302 of the other panel wall 301 is limited, the fixed rod 308 is arranged in the reserved hole of the filling groove 307, so that the two penetrating plates 305 are limited through the mounting hole 306, and the pouring plate 302 and the construction column 2 are fixed by pouring concrete in the filling groove 307, so that the connection stability of the panel wall 301 and the construction column 2 is improved.

[0036] The above are preferable embodiments of the utility model, and do not limit the protection scope of the utility model, so that: equivalent changes made according to the structure, shape and principle of the utility model should be covered in the protection scope of the utility model.

Claims

1. A steel structure assembled concrete slab wall and structural column connection structure, comprising a steel beam (1), characterized in that: A structural column (2) is placed between the two steel beams (1), and connecting mechanisms (3) are provided on both sides of the structural column (2); The connecting mechanism (3) comprises a through slot (304), the through slot (304) being provided inside the structural column (2), and a penetration plate (305) passing through the through slot (304), one end of the penetration plate (305) passing through the structural column (2) being fixed with a casting plate (302), and an inner wall of the penetration plate (305) being provided with a mounting hole (306), an outer wall of the casting plate (302) being fixed with a plate wall (301), and an inner wall of the casting plate (302) being penetrated with a pin (303), a front end of the structural column (2) being provided with a filling slot (307), and an inner wall of the filling slot (307) being penetrated with a fixing rod (308).

2. The steel structure assembled concrete slab wall and structural column connection structure according to claim 1, characterized in that: The casting plate (302) and the penetration plate (305) are perpendicular to each other, and a sliding structure is formed between the penetration plate (305) and the structural column (2).

3. The steel structure assembled concrete slab wall and structural column connection structure according to claim 1, characterized in that: The casting plate (302) is fixedly connected to the structural column (2) via pins (303), and the casting plate (302) and the steel beam (1) are perpendicular to each other.

4. The steel structure assembled concrete slab wall and structural column connection structure according to claim 1, characterized in that: A stabilizing mechanism (4) is provided inside the structural column (2), and the stabilizing mechanism (4) includes reinforcing ribs (401). The reinforcing ribs (401) pass through the top and bottom ends of the structural column (2), and reinforcing plates (402) are fixed to both ends of the reinforcing ribs (401) located inside the structural column (2).

5. The steel structure assembled concrete slab wall and structural column connection structure according to claim 4, characterized in that: The stabilizing mechanism (4) further comprises a fixing block (403), wherein the fixing block (403) is fixed to the top end of the reinforcing plate (402), a groove (404) is provided on the axial inner wall of the steel beam (1) at a position corresponding to the fixing block (403), and a limiting hole (405) is provided on the inner wall of the fixing block (403), and a locking block (406) is provided inside the limiting hole (405).

6. The steel structure assembled concrete slab wall and structural column connection structure according to claim 5, characterized in that: The reinforcing rib (401) is welded to the reinforcing plate (402), and the reinforcing plate (402) is welded to the fixing block (403).

7. The steel structure assembled concrete slab wall and structural column connection structure according to claim 5, characterized in that: The engaging block (406) forms a sliding structure with the fixed block (403) through the limiting hole (405), and the fixed block (403) forms a sliding structure with the steel beam (1) through the through-groove (404).