PC component node hoisting positioning device

By designing a PC component node hoisting and positioning device, and utilizing a combination structure of sealing plates and clamping plates, the problems of difficult formwork support and positioning difficulties in the construction of precast beam-column nodes were solved, achieving efficient positioning and clamping of precast beams and columns, and reducing the consumption of manpower and material resources.

WO2026118107A1PCT designated stage Publication Date: 2026-06-11CHINA RAILWAY NO 5 ENG GRP BUILDING ENG +1

Patent Information

Authority / Receiving Office
WO · WO
Patent Type
Applications
Current Assignee / Owner
CHINA RAILWAY NO 5 ENG GRP BUILDING ENG
Filing Date
2024-12-17
Publication Date
2026-06-11

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Abstract

A PC component node hoisting positioning device, comprising a plurality of sealing plates (1). The sealing plates (1) can be fastened on the outer peripheral side of a precast column; a plurality of pairs of clamping plates (2) are arranged between two adjacent sealing plates (1); a limiting pad rod (3) is further mounted on each clamping plate (2); a precast beam is mounted between two clamping plates (2), and the lower bottom part of the precast beam leans against the limiting pad rod (3); a hoop assembly (4) is further mounted at a position on the sealing plates (1) and below the clamping plates (2), the hoop assembly (4) encloses a closed annular structure around the precast column, and the hoop assembly (4) presses the sealing plates (1) against the precast column.
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Description

A PC component node hoisting and positioning device Technical Field

[0001] This utility model relates to the technical field of auxiliary installation equipment for prefabricated building structures, specifically to a PC component node hoisting and positioning device. Background Technology

[0002] When constructing prefabricated beam-column joints, there are multiple vertical gaps between the beams and columns as shown in Figure 1. Therefore, corresponding templates and support structures need to be provided at the gaps. In current practice, the main problems are the difficulty in supporting conventional sealing molds and the difficulty in accurately aligning prefabricated beams and columns during construction. Furthermore, during the alignment of prefabricated beams with prefabricated columns, the large weight of the prefabricated beams makes adjustment difficult. If the alignment is not accurate, the prefabricated beams need to be lifted again for secondary alignment, which consumes manpower and resources. Utility Model Content

[0003] The technical problem to be solved by this utility model is to provide a PC component node hoisting and positioning device to solve the problem that it is difficult and consumes a lot of manpower and material resources to support the sealing mold using conventional methods.

[0004] To solve the above problems, this utility model provides the following technical solution:

[0005] A PC component node hoisting and positioning device includes four sets of sealing plates, which are respectively clamped at the four corners of the top of the precast column. Several pairs of clamping plates are also provided on the sealing plates. The distance between the clamping plates is adjustable, and limiting rods are movably installed on the clamping plates. A precast beam is placed between two clamping plates, with its bottom resting against the limiting rods. A limiting clamping platform is also provided on the sealing plates at the lower part of the clamping plates. The limiting clamping platform includes a cantilevered lower support plate and an upper pressure plate. A clamping assembly is detachably installed between the lower support plate and the upper pressure plate. The clamping assembly forms a closed ring structure around the precast column, and the clamping assembly secures the sealing plates to the precast column.

[0006] Preferably, the left and right ends of the sealing plate are fitted to the side end face of the precast beam, forming a casting space at the top of the precast column; an extension plate can also be detachably installed on the sealing plate; the distance between the clamps is controlled by the usage status of the sealing plate and the extension plate.

[0007] Furthermore, the sealing plate includes two mutually perpendicular flat plate members, the outwardly extending ends of the two flat plate members are both planar structures, and the perpendicular end sides are 45° slopes; dovetail grooves and dovetail tenons are respectively cut on the slopes of the two flat plate members.

[0008] Furthermore, there are two types of extension plates: one is an L-shaped folded plate component, and the other is a flat plate component; both ends of the extension plates have a 45° slope, and dovetail grooves and dovetail tenons that match the sealing plate are also cut on these two slopes.

[0009] Preferably, the clamping plate includes a limiting plate, and a pair of cooperating hinge rods and a retainer are provided at corresponding positions in the middle of the limiting plate and the sealing plate; a strip groove is opened at a lower position in the middle of the limiting plate; and a limiting pad rod is movably installed on the strip groove.

[0010] Furthermore, a top plate and a side plate are provided on the upper part of the limiting plate; one end face of the side plate is opposite to the side end face of the sealing plate; when the limiting plate is in a vertical state, the top plate is flush with the upper top side of the sealing plate; a limiting groove is opened on the sealing plate; the limiting groove is an arc-shaped groove with the axis of the hinge rod as the center; a slider that cooperates with the limiting groove is provided on the limiting plate.

[0011] Furthermore, a support clip is provided on the limiting plate; a telescopic top rod is detachably installed between two support clips on the same sealing plate; and a length indicator is provided at the strip groove.

[0012] Preferably, the limiting pad is a wedge-shaped strip structure, with its middle part passing through the strip groove, its tail end being a locking head that can adjust the tightness of the installation, and its front end being opposite to another limiting pad on the same pair of clamps.

[0013] Preferably, the clamp assembly includes a pair of first tenon-and-mortise tie rods and a pair of second tenon-and-mortise tie rods; the lengths of the first tenon-and-mortise tie rods and the pair of second tenon-and-mortise tie rods are adjustable; the first tenon-and-mortise tie rods are telescopic rod structures capable of unidirectional extension, and the second tenon-and-mortise tie rods are telescopic rod structures capable of bidirectional extension; two mutually cooperating tenon-and-mortise clips are provided at both ends of the first tenon-and-mortise tie rods and the pair of second tenon-and-mortise tie rods; the tenon-and-mortise joints are detachably clamped onto the support platform; and corresponding positioning grooves and positioning blocks are respectively provided at the corresponding positions of the second tenon-and-mortise tie rods and the middle of the precast column.

[0014] The beneficial effects of this utility model are:

[0015] This utility model designs an alignment template structure for casting precast beam-column joints. It is simple in structure, easy to operate, and reusable. It can provide good auxiliary alignment and clamping effect for precast beams and columns of different sizes and placement positions, thereby providing a casting space at the joint position. This effectively solves the problem of the difficulty and high manpower and material consumption of current conventional methods for supporting sealing molds. Attached Figure Description

[0016] Figure 1 shows the gaps between precast beams and slabs as indicated in the background section;

[0017] Figure 2 is a schematic diagram of the structure of the utility model device in Embodiment 1;

[0018] Figure 3 is a front view of the device in Figure 2;

[0019] Figure 4 is the left view of Figure 3;

[0020] Figure 5 is a top view of Figure 3;

[0021] Figure 6 is a bottom view of Figure 3;

[0022] Figure 7 is a schematic diagram of the disassembly of one side of the sealing plate and the clamping plate in Example 1;

[0023] Figure 8 is a schematic diagram of the installation of the auxiliary alignment template in Example 1 onto the precast beam and column;

[0024] Figure 9 is a schematic diagram of the device in Figure 8 from another perspective;

[0025] Figure 10 is a top view of the device in Figure 8;

[0026] Figure 11 is a schematic diagram of the state after the composite plate is installed on the device in Figure 8;

[0027] Figure 12 is a schematic diagram of the installation of the sealing plate in this embodiment when only the sealing plate is used;

[0028] Figures 13-14 are schematic diagrams showing the use of different sealing plates and extension plates for different precast beam installation situations;

[0029] Explanation of reference numerals in the attached drawings: 1. Sealing plate; 1A. Limiting groove; 2. Clamping plate; 2A. Limiting plate; 2B. Hinge rod; 2C. Sleeve; 2D. Strip groove; 2E. Top plate; 2F. Side plate; 2G. Support clip; 2H. Top rod; 3. Limiting pad rod; 4. Clamp assembly; 4A. First tenon tie rod; 4B. Second tenon tie rod; 4C. Tenon joint; 5. Extension plate; 6. Support platform; 6A. Lower support plate; 6B. Upper pressure plate; 7. Positioning block. Detailed Implementation

[0030] The present invention will be further described below with reference to the accompanying drawings and specific embodiments: Example

[0031] Referring to Figures 2-6, this embodiment provides a PC component node hoisting and positioning device; it includes four sets of sealing plates 1; the sealing plates 1 are respectively clamped at the four corners of the top of the precast column; several pairs of clamping plates 2 are also provided on the sealing plates 1; the distance between the clamping plates 2 is adjustable, and the limiting pads 3 are movably installed on the clamping plates 2; the precast beam is placed between two clamping plates 2, and its bottom rests against the limiting pads 3; a limiting bracket 6 is also provided on the sealing plate 1 at the lower part of the clamping plates 2; the limiting bracket 6 includes a cantilevered lower support plate 6A and an upper pressure plate 6B; a clamping assembly 4 is detachably installed between the lower support plate 6A and the upper pressure plate 6B; the clamping assembly 4 forms a closed ring structure around the precast column, and the clamping assembly 4 fastens the sealing plates to the precast column.

[0032] The left and right ends of the sealing plate 1 are attached to the side end face of the precast beam, forming a casting space at the top of the precast column; an extension plate 5 can also be detachably installed on the sealing plate 1; the distance between the clamping plates 2 is controlled by the usage status of the sealing plate and the extension plate 5.

[0033] Referring to Figure 12, the sealing plate 1 used in this embodiment includes two mutually perpendicular flat plate components. The outwardly extending ends of the two flat plate components are both planar structures, and the perpendicular end sides are 45° slopes. On the slopes of the two flat plate components, dovetail grooves and dovetail tenons that cooperate with each other are respectively opened.

[0034] There are two types of extension plates 5: one type is an L-shaped folded plate component, and the other type is a flat plate component; both ends of the two types of extension plates 5 have a 45° slope, and dovetail grooves and dovetail tenons that cooperate with the sealing plate 1 are also opened on these two slopes.

[0035] Referring to Figures 13 and 14, Figure 13 adds a flat extension plate to the device in Figure 12. The two ends of the extension plate are dovetail tenons, which are used to fit the end of the sealing plate for installation.

[0036] Figure 14 also adds an extension plate to the device in Figure 12. Unlike the extension plate in Figure 13, the extension plate in Figure 14 is directly an L-shaped folded plate component. Dovetail tenons are also opened on the two protruding ends of the extension plate. After being assembled with the sealing plate, a larger L-plate structure can be formed.

[0037] The above-mentioned changes to the sealing plate and extension plate structure can meet the adaptability requirements of different precast beams under different installation conditions.

[0038] The clamping plate includes a limiting plate 2A, with a pair of mating hinge rods 2B and a retaining sleeve 2C positioned at corresponding locations in the middle of the limiting plate 2A and the sealing plate 1. A strip groove 2D is formed in the lower middle part of the limiting plate 2A. A limiting pad rod 3 is movably mounted on the strip groove 2D. The strip groove 2D is arranged along the length of the limiting plate 2A, allowing the limiting pad rod 3 to slide and adjust its installation position vertically after installation.

[0039] A top plate 2E and a side plate 2F are also provided on the upper part of the limiting plate 2A; one end face of the side plate 2F is opposite to the side end face of the sealing plate 1; when the limiting plate 2A is in a vertical state, the top plate 2E is flush with the upper top side of the sealing plate 1; a limiting groove 1A is opened on the sealing plate 1; the limiting groove 1A is an arc-shaped groove with the axis of the hinge rod 2B as the center; a slider that cooperates with the limiting groove 1A is provided on the limiting plate 2A. Through the cooperation of the limiting groove 1A and the slider, a new constraint can be provided on the movement of the limiting plate 2A, avoiding the situation where the limiting plate freely flips under the condition that only the hinge constraint exists, which is not conducive to installation.

[0040] Referring to Figure 7, in this embodiment, a prismatic slide bar is provided on the front side of the sealing plate, and a slide bar plate with a groove is movably installed at the position of the slide bar. The width of the slide bar plate is smaller than the length of the extension plate, and its extended end is a flat structure, just like the sealing plate.

[0041] A support clamp 2G is also provided on the limiting plate 2A; a telescopic push rod 2H is detachably installed between the two support clamps 2G on the same sealing plate 1; a length indicator is also provided at the strip groove 2D. In this embodiment, the push rod is a segmented threaded rotary telescopic structure that can be telescopic at both ends.

[0042] The limiting pad 3 is a wedge-shaped strip structure with its middle part passing through the strip groove, its tail end being a locking head that can adjust the tightness of the installation, and its front end being set opposite to another limiting pad 3 on the same pair of clamps 2.

[0043] The clamp assembly 4 includes a pair of first tenon-and-mortise tie rods 4A and a pair of second tenon-and-mortise tie rods 4B; the lengths of the first tenon-and-mortise tie rods 4A and the pair of second tenon-and-mortise tie rods 4B are adjustable; the first tenon-and-mortise tie rods 4A are telescopic rods that can extend in one direction, and the second tenon-and-mortise tie rods 4B are telescopic rods that can extend in two directions; at the ends of both sides of the first tenon-and-mortise tie rods 4A and the pair of second tenon-and-mortise tie rods 4B, there are two mating tenon-and-mortise clips 4C; the tenon-and-mortise clips 4C are detachably clamped onto the support 6; at the corresponding positions of the second tenon-and-mortise tie rods 4B and the middle of the precast column, there are also mating positioning grooves and positioning blocks 7.

[0044] When using the utility model device in this embodiment, the following steps can be followed:

[0045] S1. Lay out the lines and hoist the precast columns to the designated positions;

[0046] S2. Erect a support frame structure to support the beams and slabs;

[0047] S3. Assemble the four sealing plates 1 using the clamp assembly 4;

[0048] S4. Place the assembled auxiliary alignment template on the top of the precast column, and at the same time rotate the clamping plate 2 so that the upper part of each pair of clamping plates 2 is in an open state, so that the top elevation of the limiting pad 3 is flush with the top surface elevation of the precast column and locked; and lock the installation position of the limiting pad 3 relative to the clamping plate 2.

[0049] S5. Tighten the clamp assembly 4 so that the two adjacent inner end faces of the sealing plate 1 are tightly attached to the corner of the precast column. Then, by locking the first tenon tie rod 4A and the second tenon tie rod 4B, the sealing plate can be clamped on the precast column.

[0050] S6. Manually assisted alignment and lowering of the precast beam: Place the end of the precast beam into the open clamping plate 2. As the precast beam is lowered to the limiting pad 3, it is automatically aligned under the action of gravity. During this process, the upper end of the clamping plate 2 gradually tightens and becomes closed to clamp the precast beam.

[0051] S7. Install the top rod 2H at the two support clips 2G of the same sealing plate 1, and lock the top rod after both ends of the top rod 2H are in place.

[0052] S8. Hoist the composite slab; so that one corner of the composite slab can rest on the top surface of the sealing plate 1 and the clamping plate 2.

[0053] S9. Apply release agent inside the formwork device, tie and adjust the beam and slab reinforcement, and pour concrete after acceptance.

[0054] S10. Remove the device after the concrete has reached its strength.

Claims

1. A PC component node hoisting and positioning device, characterized in that: It includes four sets of sealing plates (1); the sealing plates (1) are respectively clamped at the four corners of the top of the precast column; several pairs of clamping plates (2) are also provided on the sealing plates (1); the distance between the clamping plates (2) is adjustable, and a limiting pad (3) is movably installed on the clamping plates (2); the precast beam is placed between two clamping plates (2), and its bottom is set against the limiting pad (3); a limiting bracket (6) is also provided on the sealing plate (1) at the lower part of the clamping plate (2); the limiting bracket (6) includes a cantilevered lower support plate (6A) and an upper pressure plate (6B); a clamp assembly (4) is detachably installed between the lower support plate (6A) and the upper pressure plate (6B); the clamp assembly (4) forms a closed ring structure around the precast column, and the clamp assembly (4) fastens the sealing plate to the precast column.

2. A PC member node hoisting and positioning device according to claim 1, characterised in that: The left and right ends of the sealing plate (1) are attached to the side end face of the precast beam, forming a casting space at the top of the precast column; an extension plate (5) can also be detachably installed on the sealing plate (1); the distance between the clamps (2) is controlled by the usage status of the sealing plate and the extension plate (5).

3. A PC component node hoisting and positioning device according to claim 2, characterised in that: The sealing plate (1) includes two mutually perpendicular flat plate components. The outwardly extending ends of the two flat plate components are both planar structures, and the perpendicular end sides are 45° slopes. On the slopes of the two flat plate components, there are also dovetail grooves and dovetail tenons that fit together.

4. A PC component node hoisting and positioning device according to claim 3, characterized in that: There are two types of extension plates (5); one type is an L-shaped folded plate component, and the other type is a flat plate component; both ends of the two types of extension plates (5) have a 45° slope, and dovetail grooves and dovetail tenons that match the sealing plate (1) are also opened on these two slopes.

5. A PC member node hoisting and positioning device according to claim 1, characterized in that: The clamping plate includes a limiting plate (2A), and a pair of mating hinge rods (2B) and a retainer (2C) are provided at the corresponding positions in the middle of the limiting plate (2A) and the sealing plate (1); a strip groove (2D) is opened at the lower middle position of the limiting plate (2A); the limiting pad rod (3) is movably installed on the strip groove (2D).

6. A PC member node hoisting and positioning device according to claim 5, characterised in that: A top plate (2E) and a side plate (2F) are also provided on the upper part of the limiting plate (2A); one end face of the side plate (2F) is opposite to the side end face of the sealing plate (1); when the limiting plate (2A) is in a vertical state, the top plate (2E) is flush with the upper top side of the sealing plate (1); a limiting groove (1A) is opened on the sealing plate (1); the limiting groove (1A) is an arc-shaped groove with the axis of the hinge rod (2B) as the center; a slider that cooperates with the limiting groove (1A) is provided on the limiting plate (2A).

7. A PC component node hoisting and positioning device according to claim 6, characterised in that: A support clip (2G) is also provided on the limiting plate (2A); a telescopic top rod (2H) is detachably installed between the two support clips (2G) on the same sealing plate (1); a length mark is also provided at the strip groove (2D).

8. A PC member node hoisting and positioning apparatus as claimed in claim 1, wherein: The limiting pad (3) is a wedge-shaped strip structure with its middle part passing through the strip groove, its tail end being a locking head that can adjust the tightness of the installation, and its front end being set opposite to another limiting pad (3) on the same pair of clamps (2).

9. A PC member node hoisting and positioning apparatus as claimed in claim 1, wherein: The clamp assembly (4) includes a pair of first tenon-and-mortise tie rods (4A) and a pair of second tenon-and-mortise tie rods (4B); the lengths of the first tenon-and-mortise tie rods (4A) and the pair of second tenon-and-mortise tie rods (4B) are adjustable; the first tenon-and-mortise tie rods (4A) are telescopic rod structures that can extend in one direction, and the second tenon-and-mortise tie rods (4B) are telescopic rod structures that can extend in two directions; two tenon-and-mortise clips (4C) are provided at the ends of both sides of the first tenon-and-mortise tie rods (4A) and the pair of second tenon-and-mortise tie rods (4B); the tenon-and-mortise joints (4C) can be detachably clipped onto the support (6); and corresponding positioning grooves and positioning blocks (7) are provided at the corresponding positions of the second tenon-and-mortise tie rods (4B) and the middle of the precast column.