Device for preventing slab staggering of concrete construction joint

By installing overflow buffers, pressure relief components, and installation components at concrete construction joints, the problems of insufficient overflow and venting in existing technologies are solved, thereby achieving stability and density of the concrete construction joints, preventing misalignment, and improving the pouring quality.

CN223593793UActive Publication Date: 2025-11-25JINAN COMM DEV INVESTMENT CO LTD
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Patent Information

Application Number
CN202520416414.6
Authority / Receiving Office
CN · China
Patent Type
Utility models(China)
Current Assignee / Owner
Filing Date
2025-03-11
Publication Date
2025-11-25
Estimated Expiration
2035-03-11

AI Technical Summary

Technical Problem

Existing concrete construction joint positioning devices are inadequate in terms of overflow and venting, resulting in poor pouring quality and a tendency for misalignment.

Method used

The system employs overflow buffers, pressure relief components, and installation components. The design of the chute and sliding box buffers stress concentration, the pressure relief component discharges excess gas and liquid, and the installation component achieves positioning and fixation, ensuring the stability of the construction joint.

Benefits of technology

It improved the quality of concrete pouring, prevented misalignment, enhanced the stability and density of construction joints, and improved the construction effect.

✦ Generated by Eureka AI based on patent content.

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Abstract

The utility model discloses a device for preventing slab staggering of a concrete construction joint, which comprises a construction joint outer box and a partition plate, and further comprises an overflow buffer piece, the overflow buffer piece comprises a sliding groove arranged on one side of the construction joint outer box, a sliding box is arranged on one side of the sliding groove in a sliding mode, a base is arranged on the side edge of the sliding box, a positioning column is arranged in the base in a sliding mode, and the partition plate is arranged on the positioning column. And a tension spring is connected and mounted between the base and the construction joint outer box. According to the utility model, the overflow buffer piece is arranged, so that the problem of overflow easily caused by stress concentration at the butt joint pouring part of the construction joint partition plate is solved, the sliding chute for the sliding box to slide is formed in the middle part of the outer box, and once the pressure is too large, the sliding box can slide. The sliding box can slide outwards in a limited manner under the positioning effect of the positioning column and the traction effect of the tension spring, so that the stress concentration is counteracted, and the pouring quality is improved; and through the arranged pressure relief assembly, the buffering effect is achieved in the aspects of concrete internal pressure and internal air pressure.
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Description

TECHNICAL FIELD

[0001] The utility model relates to the technical field of concrete construction joint, especially to a device for preventing concrete construction joint misalignment. BACKGROUND

[0002] The key to preventing concrete construction joint misalignment lies in ensuring the flatness and perpendicularity of the construction joint, which requires strict formwork inspection and reinforcement before concrete pouring to ensure the stiffness and stability of the formwork; during concrete pouring, appropriate vibration methods should be used to avoid stratification and segregation of concrete, and the pouring speed and height of concrete should be controlled to prevent formwork deformation due to excessive concrete pressure; after concrete pouring is completed, timely maintenance and inspection are needed to find and repair misalignment problems to ensure the integrity and stability of the concrete structure.

[0003] A device for preventing concrete construction joint misalignment is disclosed in Chinese patent CN219343997U, which includes a K plate, a screw, and a nut. The screw is connected to the lower concrete wall. The K plate is connected to the screw through the nut. A groove is formed between the upper part of the K plate and the lower concrete wall, and an upper formwork is arranged in the groove. The K plate and the upper formwork are attached to the outer surface of the lower concrete wall. The screw is pre-buried in the wall, and the K plate, the first pressure-bearing wooden block, and the second pressure-bearing wooden block all penetrate the screw. The K plate, the first pressure-bearing wooden block, and the second pressure-bearing wooden block are fixed by double nuts. The upper formwork is supported by the K plate, which can effectively prevent formwork expansion and bursting, reduce misalignment at the joint of the concrete structure, and recycle the steel K plate after removal, reducing construction costs.

[0004] In the prior art, during the segmented butt joint pouring of concrete construction joints, appropriate auxiliary positioning devices need to be installed. However, such positioning devices are generally sealed structures, which have disadvantages in overflow and exhaust, and can easily lead to insufficient pouring quality. UTILITY MODEL CONTENT

[0005] The utility model aims at solving the shortcomings in the prior art and provides a device for preventing concrete construction joint misalignment.

[0006] To achieve the above-mentioned purpose, the utility model adopts the following technical solutions:

[0007] A device for preventing concrete construction joint misalignment, comprising a construction joint outer box and a partition plate, further comprising:

[0008] The overflow buffer piece comprises a sliding groove arranged on one side of the construction joint outer box, a sliding box slidingly arranged on one side of the sliding groove, a base arranged on the side of the sliding box, a positioning column slidingly arranged in the base, and a tension spring connected and installed between the base and the construction joint outer box.

[0009] Further technical solutions, the sliding groove and the sliding box are abutted and ground.

[0010] Further technical solutions, further comprising:

[0011] The pressure relief assembly comprises overflow grooves arranged on the two side tables of the construction joint outer box.

[0012] Further technical solutions, the pressure relief assembly further comprises an air hole installed at the bottom of the construction joint outer box, an air groove arranged at the back of the air hole, a guide groove abutted on one side of the air groove, and an air valve abutted and installed on one side of the guide groove.

[0013] Further technical solutions, further comprising:

[0014] The mounting assembly comprises mounting holes arranged on the periphery of the construction joint outer box, rods installed in the mounting holes, positioning plates arranged on the surface of the rods, and locking covers abutted and installed between adjacent rods.

[0015] Further technical solutions, the abutted parts of the adjacent rods are provided with external threads, and the locking cover is provided with internal threads in the inside.

[0016] Further technical solutions, the construction joint outer box, the overflow buffer piece, the pressure relief assembly and the mounting assembly are arranged in a symmetrical structure.

[0017] Compared with the prior art, the device for preventing concrete construction joint misalignment has the following beneficial effects:

[0018] The overflow buffer piece is arranged at the abutted pouring position of the construction joint partition plate, which can easily solve the overflow problem caused by stress concentration. A sliding groove for sliding the sliding box is arranged in the middle part of the outer box. Once the pressure is too large, the sliding box will slide outward within a limited range under the positioning action of the positioning column and the traction action of the tension spring, thereby offsetting the stress concentration and improving the pouring quality.

[0019] The pressure relief assembly is arranged to achieve the buffering effect in terms of internal pressure and internal air pressure of the concrete. The internal pressure of the concrete is discharged through the overflow groove, and the air pressure is discharged through the air valve, the air groove, the guide groove and the air hole, so that the internal structure of the concrete is more compact.

[0020] By setting in the installation assembly, the adjacent construction joint outer box needs to be positioned, otherwise the misalignment problem will occur; therefore we realize the locking and fixing effect through the locking cover between the adjacent positioning rod members. BRIEF DESCRIPTION OF DRAWINGS

[0021] Figure 1 A structure schematic view of a device for preventing misalignment of concrete construction joints is proposed in the utility model.

[0022] Figure 2 A structure schematic view of a longitudinal section of a device for preventing misalignment of concrete construction joints is proposed in the utility model.

[0023] Figure 3 A structure schematic view of a partial pressure relief assembly of a device for preventing misalignment of concrete construction joints is proposed in the utility model.

[0024] Figure 4 A structure schematic view of a top view of a device for preventing misalignment of concrete construction joints is proposed in the utility model.

[0025] In the figure: 1, construction joint outer box; 2, overflow buffer; 3, pressure relief assembly; 4, installation assembly; 5, sliding groove; 6, sliding box; 7, base; 8, positioning column; 9, tension spring; 10, partition plate; 11, overflow groove; 12, air hole; 13, air groove; 14, guide groove; 15, air valve; 16, rod member; 17, positioning plate; 18, locking cover; 19, external thread; 20, internal thread. DETAILED DESCRIPTION

[0026] The technical solutions in the embodiments of the utility model will be clearly and completely described below with reference to the drawings in the embodiments of the utility model. Obviously, the described embodiments are only part of the embodiments of the utility model, rather than all the embodiments.

[0027] Embodiment one: refer to Figure 1 - Figure 4 A device for preventing misalignment of concrete construction joints, comprising a construction joint outer box 1 and a partition plate 10, the partition plate 10 part of the construction joint outer box 1 is the joint gap part of segmented pouring, further comprising:

[0028] An overflow buffer 2, the overflow buffer 2 comprises a sliding groove 5 arranged on one side of the construction joint outer box 1, and the sliding groove 5 is a part where a sliding box 6 is slidingly installed. The sliding groove 5 is slidingly provided with the sliding box 6 on one side, the sliding box 6 is provided with a base 7 on the side edge, the positioning column 8 arranged in the base 7 is a part where the sliding box 6 is positioned and slid, and the tension spring 9 is a component for buffering the moving range of the sliding box 6. The base 7 is slidingly provided with the positioning column 8 in the inside, and the base 7 and the construction joint outer box 1 are connected and installed with the tension spring 9.

[0029] The device for preventing concrete construction joint misalignment, the abutting part of the chute 5 and the slide box 6 is polished, avoiding the problem of being stuck during sliding.

[0030] The device for preventing concrete construction joint misalignment further comprises:

[0031] The pressure relief assembly 3 comprises overflow grooves 11 arranged on the two sides of the construction joint outer box 1, and the overflow grooves 11 are the parts for receiving the overflowed concrete.

[0032] The device for preventing concrete construction joint misalignment, the pressure relief assembly 3 further comprises air holes 12 installed at the bottom of the construction joint outer box 1, the back of the air hole 12 is provided with an air groove 13, one side of the air groove 13 is provided with a guide groove 14, and one side of the guide groove 14 is provided with an air valve 15; the air hole 12, the air groove 13, the guide groove 14 and the air valve 14 form an entire exhaust structure, and the exhaust structure can discharge the excess bubbles in the concrete.

[0033] The device for preventing concrete construction joint misalignment further comprises:

[0034] The mounting assembly 4 comprises mounting holes arranged on the periphery of the construction joint outer box 1, and the mounting holes are internally provided with rod members 16; the rod members 16 are connected and fixed through the locking cover 18; the rod members 16 are provided with positioning plates 17 on the surface of the mounting holes, and the positioning plates 17 are the positioning parts of the construction joint outer box; and the locking cover 18 is arranged between the adjacent rod members 16.

[0035] The device for preventing concrete construction joint misalignment, the abutting part of the chute 5 and the slide box 6 is polished, avoiding the problem of being stuck during sliding.

[0036] The device for preventing concrete construction joint misalignment, the construction joint outer box 1, the overflow buffer 2, the pressure relief assembly 3 and the mounting assembly 4 are arranged in a symmetrical structure, so that the device can be kept stable during the concrete pouring process.

[0037] Working principle:

[0038] In the actual design process of the utility model, in order to avoid the following defects in the prior art: in the prior art, the concrete construction joint needs to be provided with a corresponding auxiliary positioning device during sectional joint pouring, but the positioning device is generally a sealed structure, and there are disadvantages in overflow and exhaust, and the pouring quality is prone to be insufficient. The overflow buffer 2, the pressure relief assembly 3 and the mounting assembly 4 are proposed.

[0039] Overflow buffer 2:

[0040] The assembly mainly solves the stress concentration problem of the concrete sectional pouring butt joint part - the partition plate 10 part, and the sliding groove 5 and the sliding box 6 are arranged at the stress concentration part of the construction joint outer box 1; the sliding box 6 realizes the limiting and buffering of the overhanging interval through the positioning column 8 and the tension spring 9 on the base 7. Meanwhile, the cavity structure inside the sliding box 6 has a certain storage effect.

[0041] Pressure relief assembly 3:

[0042] The assembly realizes pressure relief in the concrete liquid and the internal air pressure, and further makes the internal structure more compact and stable. When the concrete is poured excessively, the excessive concrete will stay at the overflow groove 11 part and relieve pressure. When the air pressure inside the concrete is too large and the air bubbles are too many, the air bubbles are discharged through the air hole 12, the air groove 13, the guide groove 14 and the air valve 15, so that a large number of air bubbles do not appear inside to affect the structural strength.

[0043] Installation assembly 4;

[0044] The installation assembly is the structure for positioning the butt joint of the adjacent construction joint outer box 1, avoiding the problem of misalignment. The adjacent rod members 16 are locked and fixed through the locking cover 18, and the position of the construction joint outer box 1 is positioned through the positioning plate 17.

[0045] It should be noted that, in the present text, relational terms such as first and second and the like can only be used to distinguish one entity or action from another entity or action, without necessarily requiring or implying that there is any such actual relationship or order between these entities or actions. Moreover, the terms "comprises", "comprising" or any other variant thereof are intended to cover non-exclusive inclusions, so that a process, method, article or apparatus that includes a list of elements does not only include those elements, but also includes other elements not explicitly listed, or further includes elements inherent in such a process, method, article or apparatus. The above is only the preferred specific implementation of the present application, but the protection scope of the present application is not limited thereto, and any skilled person in the art can make equivalent replacements or changes to the technical scheme and the inventive concept of the present application within the technical range disclosed by the present application, which should be covered within the protection scope of the present application.

Claims

1. A device for preventing misalignment at concrete construction joints, comprising a construction joint outer box (1) and a partition (10), characterized in that, Also includes: Overflow buffer (2), the overflow buffer (2) includes a slide groove (5) provided on one side of the construction joint outer box (1), a slide box (6) is slidably provided on one side of the slide groove (5), a base (7) is provided on the side of the slide box (6), a positioning column (8) is slidably provided inside the base (7), and a tension spring (9) is installed between the base (7) and the construction joint outer box (1).

2. The device for preventing misalignment at concrete construction joints according to claim 1, characterized in that, The joint between the slide groove (5) and the slide box (6) is ground smooth.

3. The device for preventing misalignment at concrete construction joints according to claim 1, characterized in that, Also includes: The pressure relief assembly (3) includes overflow channels (11) disposed on both sides of the platform of the construction joint outer box (1).

4. The device for preventing misalignment at concrete construction joints according to claim 3, characterized in that, The pressure relief assembly (3) also includes an air hole (12) installed at the bottom of the construction joint outer box (1). An air groove (13) is provided on the back of the air hole (12). A guide groove (14) is connected to one side of the air groove (13). An air valve (15) is installed on one side of the guide groove (14).

5. The device for preventing misalignment at concrete construction joints according to claim 4, characterized in that, Also includes: The installation component (4) includes an installation hole around the construction joint outer box (1), a rod (16) is installed inside the installation hole, a positioning plate (17) is provided on the surface of the rod (16) at the installation hole, and a locking cover (18) is installed between adjacent rods (16).

6. The device for preventing misalignment at concrete construction joints according to claim 5, characterized in that, The mating parts of the adjacent rods (16) are provided with external threads (19), and the locking cover (18) is provided with internal threads (20).

7. The device for preventing misalignment at concrete construction joints according to claim 5, characterized in that, The construction joint outer box (1), overflow buffer (2), pressure relief assembly (3) and installation assembly (4) are configured as a symmetrical structure.

Citation Information

Patent Citations

  • Device for preventing slab staggering of concrete construction joint

    CN219343997U