Construction device for concrete beam-column joint

Through the mechanical transmission system and multi-dimensional adjustment components, the concrete beam-column node construction device can be quickly positioned and firmly fixed, solving the problems of inaccurate template positioning and unstable fixation, and improving construction efficiency and quality.

CN120666907APending Publication Date: 2025-09-19CHINA RAILWAY 12TH BUREAU GRP HAINAN ENG CO LTD

Patent Information

Application Number
CN202511113800.9
Authority / Receiving Office
CN · China
Patent Type
Applications(China)
Current Assignee / Owner
Filing Date
2025-08-08
Publication Date
2025-09-19

AI Technical Summary

Technical Problem

The existing template positioning accuracy in concrete beam-column joint construction is low, the operation is cumbersome and the stability is insufficient, resulting in slurry leakage and low construction efficiency.

Method used

A mechanical transmission system and multi-dimensional adjustment components, including support bolts, support blocks, support plates, clamping mechanisms and control components, are used to achieve rapid adjustment and positioning of the formwork, ensuring that the formwork fits tightly against the surface of beams and columns, and is pre-fixed to the columns through support bolts to form a stable whole.

Benefits of technology

The template installation time is shortened by more than 40%, the positioning accuracy reaches ±1mm, and the forming size error is ≤3mm, which reduces labor intensity, improves equipment utilization, and meets high-standard construction requirements.

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Abstract

The construction device comprises a column body and a beam body, the beam body is installed on one side of the column body, a plurality of sets of supporting bolts are embedded in the position, located below the beam body, of one side of the column body, the surfaces of the supporting bolts are in threaded connection with supporting blocks, and a supporting plate is installed at the tops of the supporting blocks; the invention relates to the technical field of building construction. According to the construction device for the concrete beam-column joint, rapid adjustment and positioning of formworks are achieved through mechanical transmission, a two-way lead screw of the adjusting assembly is matched with the linkage assembly, vertical lifting and horizontal fine adjustment of a bottom plate can be completed in a short time, a bevel gear of the clamping mechanism is in transmission with a transmission lead screw, and the side formworks can be rapidly driven to be opened and closed; the whole process does not need to be disassembled and reassembled for many times, compared with a traditional manual installation mode, the formwork installation time is shortened by more than 40%, the labor intensity of workers is greatly reduced, and especially during batch node construction, the efficiency is improved more obviously.
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Description

Technical Field

[0001] The invention relates to the technical field of building construction, in particular to a construction device for concrete beam-column nodes. Background Art

[0002] The reference patent is titled: A replaceable energy-absorbing connection device and construction method for beam-column joints (authorization announcement number: CN110629878A, authorization announcement date: 2019.12.31), which includes: reserved grouting holes, reserved bolt holes, tie bolts, and material selection for beam-column connectors in construction technology. The reserved grouting holes are reserved at the top of the C-shaped slot to facilitate vibration and grouting; the reserved bolt holes are reserved at the edge of the C-shaped slot to facilitate tie bolt connection; the tie bolts are anchored by tie bolts, which can greatly improve the strength of the slot and prevent the slot from opening outward; in terms of construction technology, the upper and lower beam-column connectors are made of soft steel material, which can improve the ductility of the component and greatly enhance the energy consumption of the node, making the design, production, construction and installation of the beam-column node in the prefabricated concrete structure much easier. Overall, the amount of steel used at the node is reduced, saving construction time and project costs.

[0003] Based on the above document: In the construction of prefabricated buildings, the quality of concrete pouring at the beam-column joints directly affects the overall stability of the structure. Currently, the installation of joint formwork mostly adopts manual splicing and fixing methods, which has the following problems:

[0004] Low positioning accuracy: The fit between the formwork and the beam and column surface relies on manual adjustment, which can easily cause gaps and lead to slurry leakage, affecting the quality of node forming;

[0005] Complicated operation: Traditional templates require multiple disassembly and reassembly to adjust their height and width, which is inefficient when adapting to nodes of different sizes.

[0006] Insufficient stability: If only fixed by bolts or clips, it is easy to move under the action of concrete's own weight, which poses a safety hazard. For this reason, the present invention provides a construction device for concrete beam-column nodes. Summary of the Invention

[0007] In view of the deficiencies of the prior art, the present invention provides a device for constructing concrete beam-column joints, which solves the problems of low positioning accuracy, complicated operation and insufficient stability of templates used in the existing concrete beam-column joint construction.

[0008] To achieve the above objectives, the present invention is implemented through the following technical solutions: a device for concrete beam-column node construction, comprising a column and a beam, wherein the beam is mounted on one side of the column, and a plurality of groups of support bolts are pre-embedded on one side of the column and below the beam, wherein the surface of the support bolts is threadedly connected to a support block, and a support plate is mounted on the top of the support block, wherein the interior of the support plate is adjusted to allow the bottom plate to slide, and a clamping mechanism is provided on the surface of the bottom plate for forming a casting groove at the beam-column node, wherein the clamping mechanism comprises:

[0009] The clamping assembly includes a sliding rod slidably mounted on the bottom of the base plate, one end of the sliding rod is fixedly connected to a connecting plate, the interior of the connecting plate is slidably connected to a folding plate, a plurality of fixing holes are provided on the surface of the folding plate, the inner surfaces of the fixing holes are threadedly connected to fixing bolts, the surface of the fixing bolts is threadedly connected to the inner thread of the connecting plate, one end of the folding plate is mounted with a side template via a bolt, and the bottom of the side template is in contact with the top of the base plate;

[0010] The control component is arranged at the bottom of the base plate and is used to realize the sliding operation of the side formwork.

[0011] Preferably, the control assembly includes a control box installed at the bottom of the base plate, one side of the control box is rotatably connected to a control rod, one end of the control rod extends through the interior of the control box and is fixedly connected to a control bevel gear, the surface of the control bevel gear causes the sliding rod to slide through the transmission assembly, and the interior of the control box is slidably connected to the surface of the sliding rod.

[0012] Preferably, the transmission assembly includes a transmission screw rotatably installed inside the control box, the surface of the transmission screw is connected to the internal thread of the sliding rod, one end of the transmission screw is fixedly connected to a transmission bevel gear, and the surface of the transmission bevel gear is meshed with the surface of the control bevel gear.

[0013] Preferably, the upper surface of the base plate fits with the bottom of the beam, one side of the base plate fits with one side of the column, the inner side of the side template fits with the surface of the beam, and one side of the side template fits with one side of the column.

[0014] Preferably, the adjustment component includes an adjustment motor installed on one side of the support plate, one end of the output shaft of the adjustment motor is fixedly connected to a bidirectional screw rod through a coupling, the surface of the bidirectional screw rod is connected to the internal rotation of the support plate, and the surface of the bidirectional screw rod enables the mounting plate to slide through the linkage component, and the mounting plate is installed at the bottom of the base plate.

[0015] Preferably, the linkage assembly includes a linkage block, the interior of the linkage block is threadedly connected to the surface of the bidirectional screw rod, the top of the linkage block is rotatably connected to a linkage rod, and one end of the linkage rod is rotatably connected to the bottom of the mounting plate.

[0016] Preferably, a symmetrical limiting sliding groove is provided on the top of the support plate, and the inner surface of the limiting sliding groove is slidably connected to the surface of the linkage block.

[0017] Preferably, a positioning rod is slidably connected to the interior of the support plate, and the top end of the positioning rod is fixedly connected to the bottom end of the base plate.

[0018] Beneficial effects

[0019] The present invention provides a device for constructing concrete beam-column joints. Compared with the prior art, it has the following advantages:

[0020] 1. This device is used for the construction of concrete beam-column nodes. It realizes the rapid adjustment and positioning of the template through mechanical transmission. The bidirectional screw of the adjustment component cooperates with the linkage component to complete the vertical lifting and horizontal fine-tuning of the base plate in a short time. The bevel gear of the clamping mechanism is driven by the transmission screw, which can quickly drive the side template to open and close. The whole process does not require multiple disassembly and reinstallation. Compared with the traditional manual installation method, the template installation time is shortened by more than 40%, which greatly reduces the labor intensity. Especially in the construction of batch nodes, the efficiency improvement is more significant.

[0021] 2. This device is used for the construction of concrete beam-column nodes. It ensures that the template and the beam-column surface fit with an accuracy of ±1mm through a multi-dimensional adjustment system and mechanical linkage clamping, which can effectively avoid leakage. At the same time, the graded fixed structure forms a stable whole through the pre-embedded fixation of support bolts and columns, the rigid connection of support blocks and support plates, and the close fit of side templates and beam-column surfaces. There is no displacement under the action of concrete's own weight, so that the node forming size error is ≤3mm, meeting high-standard construction requirements and solving the quality problems of traditional templates caused by inaccurate positioning and unstable fixation.

[0022] 3. This device is used for the construction of concrete beam-column nodes. By adjusting the height of the folding plate and adapting the size of the adjustment component, it can cover the cross-sectional sizes of beam-column nodes from 300mm×300mm to 800mm×800mm. There is no need to customize templates for nodes of different specifications, which greatly reduces construction costs, improves equipment utilization, and solves the problems of poor versatility and high cost of traditional templates. BRIEF DESCRIPTION OF THE DRAWINGS

[0023] Figure 1 It is a three-dimensional schematic diagram of the column and beam of the present invention in an assembled state;

[0024] Figure 2It is a three-dimensional schematic diagram of the external structure of the present invention;

[0025] Figure 3 This is a schematic three-dimensional diagram of the external structure of the support plate of the present invention;

[0026] Figure 4 It is a schematic diagram of the three-dimensional structure of the clamping assembly of the present invention;

[0027] Figure 5 Schematic diagram of the three-dimensional structure of the adjustment component of the present invention;

[0028] Figure 6 This is a cross-sectional view of the internal structure of the control box of the present invention.

[0029] In the figure: 1-column, 2-beam, 3-support bolt, 4-support block, 5-support plate, 6-adjustment assembly, 61-adjustment motor, 62-bidirectional screw, 63-linkage assembly, 631-linkage block, 632-linkage rod, 64-mounting plate, 7-base plate, 8-clamping mechanism, 81-clamping assembly, 811-sliding rod, 812-connecting plate, 813-folding plate, 814-fixing hole, 815-fixing bolt, 816-side template, 82-control assembly, 821-control box, 822-control rod, 823-control bevel gear, 9-transmission assembly, 91-transmission screw, 92-transmission bevel gear, 10-limiting slide groove, 11-positioning rod. DETAILED DESCRIPTION

[0030] The following will clearly and completely describe the technical solutions in the embodiments of the present invention in conjunction with the accompanying drawings. Obviously, the described embodiments are only part of the embodiments of the present invention, not all of the embodiments. Based on the embodiments of the present invention, all other embodiments obtained by ordinary technicians in this field without making creative efforts are within the scope of protection of the present invention.

[0031] See also Figure 1-6 , the present invention provides a technical solution:

[0032] A device for constructing a concrete beam-column node comprises a column 1 and a beam 2. The beam 2 is mounted on one side of the column 1. A plurality of support bolts 3 are embedded on one side of the column 1 and below the beam 2. The surface of the support bolts 3 is threadedly connected to a support block 4. A support plate 5 is mounted on the top of the support block 4. The interior of the support plate 5 is adjusted by an adjustment component 6 to allow a bottom plate 7 to slide. A clamping mechanism 8 is provided on the surface of the bottom plate 7 for forming a casting groove at the beam-column node. The clamping mechanism 8 comprises:

[0033] The clamping assembly 81 includes a sliding rod 811 slidably mounted on the bottom of the base plate 7. One end of the sliding rod 811 is fixedly connected to a connecting plate 812. A folding plate 813 is slidably connected to the interior of the connecting plate 812. The surface of the folding plate 813 is provided with multiple groups of fixing holes 814. The inner surfaces of the fixing holes 814 are threadedly connected to fixing bolts 815. The surface of the fixing bolts 815 is threadedly connected to the inner threads of the connecting plate 812. One end of the folding plate 813 is fixedly mounted to a side template 816 by bolts. The bottom of the side template 816 is in contact with the top of the base plate 7.

[0034] The control component 82 is arranged at the bottom of the base plate 7 and is used to realize the sliding operation of the side template 816.

[0035] The support bolts 3 are made of 8.8 grade high-strength bolts with a pre-embedded depth of 200mm. The support blocks are made of Q235 steel, and the support plates are made of 12mm thick Q355 steel plates.

[0036] The side template 816 is installed on one end of the folding plate 813 by bolts. The side template 816 can be flexibly disassembled and assembled through multiple sets of bolts, and the height of the side template 816 can be flexibly adjusted through the fixing bolts 815 and the corresponding fixing holes 814.

[0037] The template is quickly adjusted and positioned through mechanical transmission. The bidirectional screw 62 of the adjustment component 6 cooperates with the linkage component 63 to complete the vertical lifting and horizontal fine-tuning of the base plate 7 in a short time. The bevel gear of the clamping mechanism 8 and the transmission screw 91 are transmitted to quickly drive the side template 816 to open and close. The entire process does not require multiple disassembly and reinstallation. Compared with the traditional manual installation method, the template installation time is shortened by more than 40%, which greatly reduces the labor intensity. Especially in the construction of batch nodes, the efficiency improvement is more significant.

[0038] In this embodiment, the control component 82 includes a control box 821 installed at the bottom of the base plate 7. One side of the control box 821 is rotatably connected to a control rod 822. One end of the control rod 822 extends through the interior of the control box 821 and is fixedly connected to a control bevel gear 823. The surface of the control bevel gear 823 causes the sliding rod 811 to slide through the transmission component 9, and the interior of the control box 821 is slidably connected to the surface of the sliding rod 811.

[0039] The other end of the control rod 822 extends through the outside of the control box 821 and is fixedly connected to the control block.

[0040] In this embodiment, the transmission assembly 9 includes a transmission screw 91 rotatably installed inside the control box 821. The surface of the transmission screw 91 is connected to the internal thread of the sliding rod 811. One end of the transmission screw 91 is fixedly connected to a transmission bevel gear 92. The surface of the transmission bevel gear 92 is meshed with the surface of the control bevel gear 823.

[0041] The transmission screw rod 91 and the transmission bevel gear 92 are symmetrically designed and there are two sets.

[0042] In this embodiment, the upper surface of the base plate 7 is in contact with the bottom of the beam 2, one side of the base plate 7 is in contact with one side of the column 1, the inner side of the side template 816 is in contact with the surface of the beam 2, and one side of the side template 816 is in contact with one side of the column 1.

[0043] The side formwork 816 panel is made of 15-21mm thick phenolic coated plywood with a smooth surface, a waterproof grade ≥ IPX7, and can be reused more than 50 times;

[0044] The bottom plate 7 is made of 12-18 mm thick Q235 steel plate.

[0045] In this embodiment, the adjustment component 6 includes an adjustment motor 61 installed on one side of the support plate 5. One end of the output shaft of the adjustment motor 61 is fixedly connected to a bidirectional screw rod 62 through a coupling. The surface of the bidirectional screw rod 62 is connected to the internal rotation of the support plate 5. The surface of the bidirectional screw rod 62 causes the mounting plate 64 to slide through the linkage component 63, and the mounting plate 64 is installed at the bottom of the base plate 7.

[0046] The regulating motor 61 is a three-phase asynchronous reduction motor.

[0047] In this embodiment, the linkage assembly 63 includes a linkage block 631, the interior of the linkage block 631 is threadedly connected to the surface of the bidirectional screw rod 62, the top of the linkage block 631 is rotatably connected to a linkage rod 632, and one end of the linkage rod 632 is rotatably connected to the bottom of the mounting plate 64.

[0048] In this embodiment, a symmetrical limiting sliding groove 10 is formed on the top of the support plate 5 , and the inner surface of the limiting sliding groove 10 is slidably connected to the surface of the linkage block 631 .

[0049] The linkage block 631 can be limited in horizontal sliding by the limiting sliding groove 10 .

[0050] In this embodiment, a positioning rod 11 is slidably connected to the interior of the support plate 5 , and the top end of the positioning rod 11 is fixedly connected to the bottom of the base plate 7 .

[0051] The bottom plate 7 can be used to limit the vertical sliding of the bottom plate 7.

[0052] The multi-dimensional adjustment system and mechanical linkage clamping ensure that the template and the beam and column surface fit with an accuracy of ±1mm, which can effectively avoid leakage. At the same time, the graded fixing structure forms a stable whole through the embedded fixation of the support bolts 3 and the column 1, the rigid connection of the support block 4 and the support plate 5, and the close fit of the side template 816 and the beam and column surface. There is no displacement under the action of the concrete's own weight, so that the node forming size error is ≤3mm, meeting high-standard construction requirements and solving the quality problems of traditional templates caused by inaccurate positioning and unstable fixation.

[0053] By adjusting the height of the folding plate 813 and adapting the size of the adjustment component 6, the cross-sectional dimensions of the beam-column nodes ranging from 300mm×300mm to 800mm×800mm can be covered. There is no need to customize templates separately for nodes of different specifications, which greatly reduces construction costs, improves equipment utilization, and solves the problems of poor versatility and high cost of traditional templates.

[0054] Meanwhile, the contents not described in detail in this specification belong to the prior art known to those skilled in the art.

[0055] The device realizes the precise installation and firm fixation of the beam-column node template through three-level coordinated operation. First, the support fixing mechanism firmly fixes the support plate 5 to the side of the column 1 through the threaded connection of the support bolt 3 embedded in the column 1 and the support block 4, forming the basic support layer of the device. The horizontal height of the support plate 5 can be fine-tuned by rotating the support block 4 to ensure the accuracy of the overall installation benchmark. Secondly, after the adjustment component 6 is started, the adjustment motor 61 drives the bidirectional screw rod 62 to rotate. Since the threads at both ends of the bidirectional screw rod 62 are in opposite directions, the two sets of linkage blocks 631 slide synchronously in opposite directions along the limiting slide groove 10, driving the linkage rod 632 to push the installation plate 64 and the bottom plate 7 to perform vertical lifting and horizontal fine-tuning until the upper surface of the bottom plate 7 is aligned with the bottom of the beam body 2 and one side of the bottom plate 7. It fits tightly with the side of the column 1 to complete the positioning of the bottom of the template. Finally, the clamping mechanism 8 starts to work, and the control rod 822 is turned to make the control bevel gear 823 drive the transmission bevel gears 92 and the transmission screw 91 on both sides to rotate. The transmission screw 91 drives the sliding rod 811 to move horizontally, thereby driving the connecting plate 812, the folding plate 813 and the side template 816 to move toward the beam-column direction. At the same time, the folding plate 813 slides in the connecting plate 812 and is locked with the fixing bolt 815. The height of the side template 816 is adjusted to adapt to the size of the beam. Finally, the inner side of the side template 816 is tightly fitted with the surface of the beam and the side of the column. The two sets of side templates 816, the bottom plate 7, the column 1 and the beam 2 are jointly enclosed to form a sealed casting trough to meet the concrete pouring requirements.

[0056] It should be noted that, in this document, relational terms such as first and second, etc., are used only to distinguish one entity or operation from another entity or operation, and do not necessarily require or imply any actual relationship or order between these entities or operations. Moreover, the terms "comprises," "comprising," or any other variations thereof are intended to cover non-exclusive inclusion, such that a process, method, article, or apparatus that includes a list of elements includes not only those elements but also other elements not explicitly listed, or elements inherent to such process, method, article, or apparatus.

[0057] While 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 these embodiments without departing from the principles and spirit of the invention, and that the scope of the invention is defined by the appended claims and their equivalents.

Claims

1. A construction device for a concrete beam-column joint, comprising a column (1) and a beam (2), wherein the beam (2) is mounted on one side of the column (1), and is characterized in that: A plurality of groups of support bolts (3) are pre-buried on one side of the column (1) and below the beam (2); a support block (4) is threadedly connected to the surface of the support bolt (3); a support plate (5) is installed on the top of the support block (4); an adjustment component (6) is used inside the support plate (5) to allow a bottom plate (7) to slide; a clamping mechanism (8) is provided on the surface of the bottom plate (7) for forming a casting groove at the beam-column node; the clamping mechanism (8) comprises: The clamping assembly (81) includes a sliding rod (811) slidably mounted on the bottom of the base plate (7), one end of the sliding rod (811) is fixedly connected to a connecting plate (812), the interior of the connecting plate (812) is slidably connected to a folding plate (813), a surface of the folding plate (813) is provided with a plurality of fixing holes (814), the inner surfaces of the fixing holes (814) are threadedly connected to fixing bolts (815), the surface of the fixing bolts (815) is threadedly connected to the inner threads of the connecting plate (812), one end of the folding plate (813) is fixedly mounted with a side template (816) by means of bolts, and the bottom of the side template (816) is in contact with the top of the base plate (7); The control assembly (82) is arranged at the bottom of the base plate (7) and is used to realize the sliding operation of the side template (816).

2. A device for concrete beam-column joint construction according to claim 1, characterized in that: The control assembly (82) includes a control box (821) mounted on the bottom of the base plate (7); one side of the control box (821) is rotatably connected to a control rod (822); one end of the control rod (822) extends through the interior of the control box (821) and is fixedly connected to a control bevel gear (823); the surface of the control bevel gear (823) causes the sliding rod (811) to slide via the transmission assembly (9); and the interior of the control box (821) is slidably connected to the surface of the sliding rod (811).

3. A device for concrete beam-column joint construction according to claim 2, characterized in that: The transmission assembly (9) includes a transmission screw (91) rotatably mounted inside the control box (821), the surface of the transmission screw (91) being connected to the internal thread of the sliding rod (811), one end of the transmission screw (91) being fixedly connected to a transmission bevel gear (92), the surface of the transmission bevel gear (92) being meshed with the surface of the control bevel gear (823).

4. The device for concrete beam-column joint construction according to claim 1, characterized in that: The upper surface of the bottom plate (7) is in contact with the bottom of the beam (2), one side of the bottom plate (7) is in contact with one side of the column (1), the inner side of the side template (816) is in contact with the surface of the beam (2), and one side of the side template (816) is in contact with one side of the column (1).

5. The device for concrete beam-column joint construction according to claim 1, characterized in that: The adjustment assembly (6) includes an adjustment motor (61) mounted on one side of the support plate (5); one end of the output shaft of the adjustment motor (61) is fixedly connected to a bidirectional screw rod (62) via a coupling; the surface of the bidirectional screw rod (62) is rotatably connected to the interior of the support plate (5); the surface of the bidirectional screw rod (62) causes a mounting plate (64) to slide via a linkage assembly (63); and the mounting plate (64) is mounted on the bottom of the base plate (7).

6. The device for concrete beam-column joint construction according to claim 5, characterized in that: The linkage assembly (63) includes a linkage block (631), the interior of the linkage block (631) is threadedly connected to the surface of the bidirectional screw rod (62), the top of the linkage block (631) is rotatably connected to a linkage rod (632), and one end of the linkage rod (632) is rotatably connected to the bottom of the mounting plate (64).

7. The device for concrete beam-column joint construction according to claim 6, characterized in that: A symmetrical limiting sliding groove (10) is provided on the top of the support plate (5), and the inner surface of the limiting sliding groove (10) is slidably connected to the surface of the linkage block (631).

8. The device for concrete beam-column joint construction according to claim 1, characterized in that: A positioning rod (11) is slidably connected inside the support plate (5), and the top end of the positioning rod (11) is fixedly connected to the bottom end of the base plate (7).

Citation Information

Patent Citations

  • Replaceable energy-consumption connecting device for beam-column joints and construction method

    CN110629878A

Cited By

  • Construction device for concrete beam-column joint

    CN121519726A