Formwork-free constructional column laminated building block

By adopting the horse teeth joint structure of the unsupported structural column stacked blocks, the problem of increased material and labor costs in the existing construction methods is solved, the construction process is simplified and the quality is improved, and the integrity and seismic resistance of the structural column are ensured.

CN222575907UActive Publication Date: 2025-03-07SHANXI CONSTR ENG CO LTD
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Patent Information

Application Number
CN202421275314.8
Authority / Receiving Office
CN · China
Patent Type
Utility models(China)
Current Assignee / Owner
Filing Date
2024-06-05
Publication Date
2025-03-07
Estimated Expiration
2034-06-05

AI Technical Summary

Technical Problem

Although the existing construction methods of support-free structural columns save construction costs, there are still problems of increased material costs and labor costs, which also affects the integrity of the structural columns and is prone to cold joints.

Method used

A support-free structural column stacking block is used to form a horse teeth structure through the superposition of components 1, 2, 3 and 4. The structural column is placed inside, and concrete is poured from above to cast the pre-stacked frame into an integrated structure, completely replacing the installation and construction process of the traditional structural column formwork.

Benefits of technology

It has achieved a complete replacement of the traditional structural column formwork construction process, saving mold support and mold removal processes, saving material and labor costs, simplifying construction processes, improving the construction quality of structural columns and structural seismic performance, and reducing safety hazards.

✦ Generated by Eureka AI based on patent content.

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Abstract

The utility model relates to the technical field of building construction, and particularly discloses a formwork-free constructional column laminated building block which comprises a first component, the cross section of the first component is in an L shape, the two ends of the first component are fixedly provided with a same second component, and the first component and the second component form a rectangular frame. The first H-shaped clamping groove is fixed to the position, close to the center line of the rectangular frame body, of the surface of the first component. The third component is fixed to the surfaces of the two first H-shaped clamping grooves, the cross section of the third component is in an L shape, the same fourth component is fixed to the two ends of the third component, and the third component and the fourth component form a square frame body; a traditional constructional column formwork installation construction process is completely replaced, formwork erecting and dismantling procedures are omitted, material cost and labor cost are saved, construction procedures are greatly simplified, the construction period is shortened, meanwhile, constructional column construction quality and structural overall anti-seismic performance can be improved, and potential safety hazards can be reduced.
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Description

Technical Field

[0001] The utility model belongs to the technical field of building construction, and in particular relates to a formwork-free structural column superimposed building block. Background Art

[0002] Structural columns refer to reinforced concrete structural columns that should be installed in the walls of multi-story brick-concrete structures in order to enhance the integrity and stability of the building. They should be connected to the ring beams of each floor to form a spatial frame that can resist bending and shearing. It is an effective measure to prevent the collapse of houses. A formwork-free structural column composite block is required during the construction of the structural columns.

[0003] In the Chinese patent with publication number CN204898942U, a formwork-free structural column is mentioned. The structural column is arranged between two adjacent walls. The sides of the two adjacent walls are connected by formwork blocks. The formwork blocks are layered along the height direction of the structural column. A steel cage is arranged in the columnar cavity surrounded by the formwork blocks and the wall. The steel cage and the wall are tied and fixed by a tie piece. Concrete is poured in the columnar cavity. The formwork blocks and the wall blocks on both sides are constructed at the same time. The utility model replaces the traditional formwork with formwork blocks, eliminating the formwork and demoulding processes; and the formwork blocks can be firmly combined with the concrete of the structural column to form a whole and bear force together.

[0004] However, the above-mentioned device utilizes the formwork-free method to save construction costs, and replaces the traditional formwork with formwork blocks, eliminating the formwork and demolding processes. Although no formwork is used, wooden squares and tension bolts are used for reinforcement, and the traditional structural column construction method is not completely replaced. The material cost and labor cost are increased accordingly. The formwork blocks and wall blocks are cast in layers, which affects the integrity of the cast-in-place structural columns and is prone to forming cold joints. The practicality and cost in actual operation are ignored.

[0005] To this end, those skilled in the art have proposed a formwork-free structural column composite building block to solve the above-mentioned problems. Utility Model Content

[0006] The utility model aims to provide a formwork-free structural column composite building block to solve the problems raised in the above-mentioned background technology.

[0007] In order to achieve the above purpose, the utility model provides the following technical solutions:

[0008] A formwork-free structural column composite building block, comprising:

[0009] Component 1, wherein the cross section of the component 1 is L-shaped, and the same component 2 is fixed at both ends of the component 1, and the component 1 and the component 2 form a rectangular frame;

[0010] H-shaped slot 1, the H-shaped slot 1 is fixed on the surface of component 1 at a position close to the center line of the rectangular frame;

[0011] Component three, the component three is fixed on the surfaces of the two H-shaped slots one, the cross section of the component three is L-shaped, the two ends of the component three are fixed with the same component four, the component three and the component four form a square frame, and the square frame is located directly above the rectangular frame;

[0012] H-shaped slot 2 is fixed on the surface of component 3 near the center line of the square frame. The rectangular frame and the square frame are stacked upward in sequence, and the structural column is placed and fixed at the center of the rectangular frame and the square frame.

[0013] Preferably, a gap is left between the rectangular frame and the square frame near the H-shaped slot 1 and the H-shaped slot 2, and the height of the gap is three millimeters.

[0014] Preferably, an adhesive tape is bonded inside the gap.

[0015] Preferably, both ends of the component one and the component two are clamped with a U-shaped clamping groove one.

[0016] Preferably, both ends of the component three and the component four are clamped with U-shaped clamping grooves 2.

[0017] Compared with the prior art, the beneficial effects of the utility model are:

[0018] (1) The utility model is provided with component one, component two, component three and component four, which are overlapped in sequence according to the height of the structural column to form a tooth joint, in which the structural column is placed, with brick walls on both sides, and then concrete is poured from the top of the structural column to cast the pre-overlapped rectangular frame and the square frame into an integrated structure, which completely replaces the traditional structural column formwork installation construction process, eliminates the formwork and demoulding processes, saves material costs and labor costs, greatly simplifies the construction process, shortens the construction period, and at the same time can improve the construction quality of the structural column and the overall seismic performance of the structure, can reduce safety hazards, and is cast at one time with the wall blocks, does not affect the integrity of the cast-in-place structural column, and ensures the molding quality.

[0019] (2) The utility model is provided with U-shaped slot 1, U-shaped slot 2, H-shaped slot 1 and H-shaped slot 2, thereby making the fixation of component 1, component 2, component 3 and component 4 more stable. BRIEF DESCRIPTION OF THE DRAWINGS

[0020] Figure 1 It is a schematic diagram of the overall structure of the utility model;

[0021] Figure 2 for Figure 1 A schematic diagram of the enlarged structure at point A;

[0022] Figure 3 It is a schematic diagram of the structure of component three and component four of the utility model;

[0023] Figure 4 It is a schematic diagram of the structure of component one and component two of the utility model;

[0024] Figure 5 This is a structural schematic diagram of a U-shaped slot of the utility model;

[0025] Figure 6 This is a schematic diagram of the second structure of the H-shaped slot of the utility model;

[0026] In the figure: 1. Component 1; 2. Component 2; 3. U-shaped slot 1; 4. U-shaped slot 2; 5. Component 3; 6. Component 4; 7. H-shaped slot 2; 8. Adhesive tape; 9. H-shaped slot 1. DETAILED DESCRIPTION

[0027] The following will be combined with the drawings in the embodiments of the utility model to clearly and completely describe the technical solutions in the embodiments of the utility model. Obviously, the described embodiments are only part of the embodiments of the utility model, not all of the embodiments. Based on the embodiments in the utility model, all other embodiments obtained by ordinary technicians in this field without creative work are within the scope of protection of the utility model.

[0028] See also Figure 1-Figure 6 As shown, a formwork-free structural column composite building block comprises:

[0029] Component 1, the cross section of component 1 is L-shaped, the two ends of component 1 are fixed with the same component 2, and component 1 and component 2 form a rectangular frame;

[0030] H-shaped slot 9, which is fixed on the surface of component 1 near the center line of the rectangular frame;

[0031] Component three 5, component three 5 is fixed on the surface of two H-shaped slots one 9, the cross section of component three 5 is L-shaped, the two ends of component three 5 are fixed with the same component four 6, component three 5 and component four 6 form a square frame, and the square frame is located directly above the rectangular frame;

[0032] The H-shaped slot 2 7 is fixed on the surface of the component 3 5 at a position close to the center line of the square frame, and the rectangular frame and the square frame are stacked upward in sequence.

[0033] As can be seen from the above, when using, first make component 1, component 2, component 3, component 5 and component 4, 6, and place galvanized wire mesh inside. The size of the galvanized wire mesh is: mesh size 13 mm, 1.0 wire thickness, to increase its rigidity, pour C30 fine stone concrete to form, then component 1 and component 2 form a rectangular frame, component 3, component 5 and component 4, 6 form a square frame, and the rectangular frame is spliced ​​around the structural column steel bars and smeared with mortar. The outer length is 370 mm and the outer width is 240 mm, inner length 320 mm, inner width 190 mm, 200 mm high. The square frame is placed on the surface of the rectangular frame through an H-shaped slot-9 overlap. The square frame is spliced ​​and mortared around the structural column steel bars. It has an outer length of 240 mm, an outer width of 240 mm, an inner length of 190 mm, an inner width of 190 mm, and a height of 200 mm. It is stacked in sequence to form a tooth joint in the middle of the brick walls on both sides, and then concrete is poured from above the structural column to cast it into an integrated structure.

[0034] Specifically, a gap is left between the rectangular frame and the square frame near the H-shaped slot 1 9 and the H-shaped slot 2 7 , and the height of the gap is three millimeters.

[0035] As can be seen from the above, the rectangular frame and the square frame are connected and fixed by the H-shaped slot 1 9 and the H-shaped slot 2 7 .

[0036] Specifically, an adhesive tape 8 is bonded inside the gap.

[0037] As can be seen from the above, the gap is filled with the adhesive tape 8 so that concrete will not leak out when it is poured.

[0038] Specifically, both ends of component 1 and component 2 2 are clamped with a U-shaped clamping groove 3.

[0039] It can be seen from the above that the fixation of component 1 and component 2 2 is strengthened by the U-shaped slot 1 3 .

[0040] Specifically, both ends of the component three 5 and the component four 6 are clamped with U-shaped clamping grooves 2 4.

[0041] It can be seen from the above that the fixation of component three 5 and component four 6 is strengthened by the U-shaped slot two 4.

[0042] Working principle: When in use, first make component 1, component 2, component 3, component 5 and component 4, 6, and place galvanized wire mesh inside. The size of the galvanized wire mesh is: mesh size 13 mm, 1.0 wire thickness to increase its rigidity and strength, pour C30 fine stone concrete to form it, then combine component 1 and component 2 to form a rectangular frame, combine component 3, component 5 and component 4, 6 to form a square frame, the rectangular frame is spliced ​​and mortared around the structural column steel bars, the square frame is overlapped and placed on the surface of the rectangular frame through an H-shaped slot 9, the square frame is spliced ​​and mortared around the structural column steel bars, and is stacked in sequence to form a tooth joint in the middle of the brick walls on both sides, the fixation of component 1 and component 2 is strengthened by a U-shaped slot 3, the fixation of component 3, component 4, 5 and component 4, 6 is strengthened by a U-shaped slot 4, the gap is filled with tape 8 so that it will not leak out when pouring concrete, and then concrete is poured from the top of the structural column to form an integrated structure.

[0043] Although embodiments of the present invention have been shown and described, it will be appreciated by those skilled in the art that various changes, modifications, substitutions and variations may be made to the embodiments without departing from the principles and spirit of the present invention, and that the scope of the present invention is defined by the appended claims and their equivalents.

Claims

1. A composite building block without formwork structural column, characterized in that: include: Component one (1), wherein the cross section of the component one (1) is L-shaped, and the same component two (2) is fixed at both ends of the component one (1), and the component one (1) and the component two (2) form a rectangular frame; H-shaped slot one (9), the H-shaped slot one (9) being fixed on the surface of component one (1) at a position close to the center line of the rectangular frame; Component three (5), the component three (5) is fixed on the surfaces of the two H-shaped slots one (9), the cross section of the component three (5) is L-shaped, the two ends of the component three (5) are fixed with the same component four (6), the component three (5) and the component four (6) form a square frame, and the square frame is located directly above the rectangular frame; H-shaped slot 2 (7), the H-shaped slot 2 (7) is fixed on the surface of component 3 (5) at a position close to the center line of the square frame, and the rectangular frame and the square frame are stacked upward in sequence.

2. The formwork-free structural column composite building block according to claim 1, characterized in that: A gap is left between the rectangular frame and the square frame near the H-shaped slot 1 (9) and the H-shaped slot 2 (7), and the height of the gap is three millimeters.

3. The formwork-free structural column composite building block according to claim 2, characterized in that: An adhesive tape (8) is bonded inside the gap.

4. The formwork-free structural column composite building block according to claim 1, characterized in that: Both ends of the component one (1) and the component two (2) are clamped with a U-shaped clamping groove one (3).

5. The formwork-free structural column composite building block according to claim 1, characterized in that: Both ends of the component three (5) and the component four (6) are clamped with U-shaped clamping groove two (4).

Citation Information

Patent Citations

  • Exempt from formwork constructional column

    CN204898942U