Lightweight rotary type externally-hung wallboard splicing structure

The lightweight rotating external wall panel assembly structure simplifies the stress conditions at the joints, solves the problems of high construction difficulty and high cost in existing rotating designs, and achieves efficient installation and low-cost construction that meet technical standards.

CN223893604UActive Publication Date: 2026-02-10SIRUI CONSTR TECH CO LTD
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Patent Information

Application Number
CN202520332504.7
Authority / Receiving Office
CN · China
Patent Type
Utility models(China)
Current Assignee / Owner
Filing Date
2025-02-27
Publication Date
2026-02-10
Estimated Expiration
2035-02-27

AI Technical Summary

Technical Problem

The existing rotating design of PC exterior wall panels cannot meet the rotational displacement requirements of exterior wall panels, and is inconsistent with technical standards. It is difficult and costly to construct, and cannot meet the requirements of JGJT458-2019 "Technical Standard for Application of Precast Concrete Exterior Wall Panels".

Method used

The lightweight rotating external wall panel assembly structure is adopted, which is connected to the main structure through vertical support nodes at the top or bottom. Combined with vertical sliding nodes and vertical and horizontal sliding nodes distributed vertically and horizontally, the stress of the nodes is simplified, and installation errors and construction costs are reduced.

Benefits of technology

It achieves simple construction, convenient installation, low cost and compliance with technical standards, improves construction efficiency and meets the requirements of JGJT458-2019 "Technical Standard for Application of Precast Concrete Exterior Wall Panels".

✦ Generated by Eureka AI based on patent content.

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Abstract

The utility model discloses a light-weight rotary type externally-hung wall plate assembling structure which comprises an externally-hung wall plate (1) and a main body structure (2), and the externally-hung wall plate (1) is connected with the main body structure (2) through a first vertical supporting node (31) at the top or a second vertical supporting node (32) at the bottom. The externally-hung wall plate (1) is further connected with the main body structure (2) through two vertical sliding nodes (4) and two vertical horizontal sliding nodes (5) which are distributed up and down, and the vertical sliding nodes (4) and the vertical horizontal sliding nodes (5) are located on the two sides of the first vertical supporting node (31) or the second vertical supporting node (32) respectively. The utility model has the characteristics of simple structure, small installation error, convenience in installation, lower cost and capability of meeting technical standard requirements.
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Description

TECHNICAL FIELD

[0001] The utility model relates to a kind of external wall panel structures, in particular to a kind of light weight rotary external wall panel assembling structure. BACKGROUND

[0002] With the acceleration of urbanization, industrial land resources are increasingly strained, and land costs are rising, so the traditional single-story plant model has been difficult to meet the needs of industrial development. Industrialization is a new industrial carrier space model that actively explores to solve the problems of land shortage and low utilization rate of existing industrial land in the process of rapid economic development in cities.

[0003] Industrialization refers to the vertical space form of traditional single-story flat plant that is gathered into high-rise floors, which helps to solve space problems, improve land use resource utilization, increase economic density, introduce high-end industries and advanced production capacity, provide strong space support for manufacturing, and achieve production and city integration.

[0004] PC external wall panels have broad application prospects in multi-story plants. PC external wall panels use factory prefabrication and on-site assembly, reducing on-site wet work, fast construction speed, effectively shortening the construction period of multi-story plants, and having the advantages of high construction efficiency, reliable quality, energy saving and environmental protection, high design flexibility, and good seismic performance.

[0005] PC external wall panels are generally divided into line connection and point connection, of which line connection is a sliding design, and point connection can use sliding or rotating design. The current rotating design of PC external wall panels uses vertical sliding nodes on the upper and lower sides. This node structure cannot meet the rotational displacement requirements of the external wall panel, and is inconsistent with the requirements of Appendix B of JGJT458-2019 "Application Technology Standard for Prefabricated Concrete External Wall Panel". The horizontal installation error requirement is high, the construction difficulty is large, and the cost is high, which cannot meet the technical standard requirements. UTILITY MODEL CONTENTS

[0006] The utility model aims to provide a kind of light weight rotary external wall panel assembling structure. The utility model has the characteristics of simple structure, small installation error, convenient installation, low cost and meeting the technical standard requirements.

[0007] The technical scheme of the utility model: a kind of light weight rotary external wall panel assembling structure, including external wall panel and main structure, external wall panel is connected with main structure by the first vertical support node of top or the second vertical support node of bottom, external wall panel is also connected with main structure by two vertical sliding nodes and two vertical horizontal sliding nodes distributed in upper and lower sides, and vertical sliding node and vertical horizontal sliding node are located on the two sides of first vertical support node or second vertical support node respectively.

[0008] The light-weighted rotary external wall panel assembly structure of the preceding has the light-weighted rotary external wall panel.

[0009] The light-weighted rotary external wall panel assembly structure of the preceding has the light-weighted rotary external wall panel filled with light-weighted material or made of light-weighted high-strength concrete.

[0010] The light-weighted rotary external wall panel assembly structure of the preceding has the light-weighted rotary external wall panel internally provided with prestressed steel bars.

[0011] The light-weighted rotary external wall panel assembly structure of the preceding has the first vertical support node and the second vertical support node each including a corbel connected with the external wall panel, and the corbel is provided with an adjusting embedded part or a first gasket connected with the main structure.

[0012] The light-weighted rotary external wall panel assembly structure of the preceding has the vertical sliding node including connecting parts respectively connected with the external wall panel and the main structure, and the connecting parts are provided with connecting embedded parts extended into the external wall panel.

[0013] The light-weighted rotary external wall panel assembly structure of the preceding has the connecting part including angle steels respectively connected with the external wall panel and the main structure, and the angle steels are provided with stiffeners and second gaskets, and the angle steels and the second gaskets are each provided with a corresponding long circular hole.

[0014] The light-weighted rotary external wall panel assembly structure of the preceding has the connecting embedded part including anchor bars, anchor bolts and anchor plates located in the external wall panel, the anchor bolts pass through the anchor plates and the long circular holes to be connected with the connecting parts, and the anchor bolts are further provided with the anchor plates.

[0015] The light-weighted rotary external wall panel assembly structure of the preceding has the vertical horizontal sliding node including a pre-buried customized part located in the external wall panel, the main structure is provided with a main embedded part, a connecting bolt is arranged between the pre-buried customized part and the main embedded part, and a third gasket is arranged between the connecting bolt and the pre-buried customized part.

[0016] Compared with the prior art, the light-weighted rotary external wall panel assembly structure has the following beneficial effects:

[0017] The vertical load of the external wall panel is transmitted to the main structure through the first vertical support node or the second vertical support node; the horizontal force and the bending moment in the plane of the external wall panel are borne by the upper and lower vertical sliding nodes and transmitted to the main structure; and the horizontal force and the bending moment out of the plane of the external wall panel are borne by the upper and lower vertical sliding nodes and the two vertical horizontal sliding nodes and transmitted to the main structure.

[0018] This utility model divides the connection nodes of the exterior wall panel into 6 nodes according to the requirements of bearing vertical force, in-plane horizontal force and out-of-plane horizontal force. This simplifies the stress situation, design and construction requirements of each node. The stress of each node is simple and clear, the structure is simple, the installation is convenient, the on-site workload during construction is small, the installation error is small, the construction efficiency is improved, and the construction cost is reduced. It can meet the requirements of Appendix B of JGJT458-2019 "Technical Standard for Application of Precast Concrete Exterior Wall Panels" and the design requirements of rotating exterior wall panels.

[0019] Therefore, this utility model has the characteristics of simple structure, small installation error, convenient installation, low cost, and can meet the technical standard requirements. Attached Figure Description

[0020] Figure 1 This is a structural schematic diagram of the external wall panel of Embodiment 1 of this utility model.

[0021] Figure 2 This is the reinforcement diagram of the external wall panel of this utility model.

[0022] Figure 3 This is a structural schematic diagram of the first vertical support node.

[0023] Figure 4 This is a schematic diagram of the vertical sliding node.

[0024] Figure 5 This is a structural diagram of the connector.

[0025] Figure 6 This is a structural schematic diagram of the connecting embedded parts.

[0026] Figure 7 This is a structural diagram of a vertical-to-horizontal sliding node.

[0027] Figure 8 This is a structural schematic diagram of the external wall panel of Embodiment 2 of this utility model.

[0028] The markings in the attached diagram are as follows: 1. Exterior wall panel; 11. Extruded polystyrene board; 12. Prestressed steel reinforcement; 2. Main structure; 31. First vertical support node; 32. Second vertical support node; 33. Corbel; 34. Adjusting embedded part; 4. Vertical sliding node; 41. Connector; 411. Angle steel; 412. Stiffening plate; 413. Second gasket; 414. Oblong hole; 42. Connecting embedded part; 421. Anchor bar; 422. Anchor bolt; 423. Anchor plate; 5. Vertical-horizontal sliding node; 51. Pre-embedded custom part; 52. Main embedded part; 53. Connecting bolt; 54. Third gasket. Detailed Implementation

[0029] The present invention will be further described below with reference to the accompanying drawings and embodiments, but this should not be construed as limiting the present invention.

[0030] In the description of this utility model, it should also be noted that, unless otherwise explicitly specified and limited, the terms "set," "install," "connect," and "link" should be interpreted broadly. For example, they can refer to a fixed connection, a detachable connection, or an integral connection; they can refer to a mechanical connection or an electrical connection; they can refer to a direct connection or an indirect connection through an intermediate medium; and they can refer to the internal connection of two components. Those skilled in the art can understand the specific meaning of the above terms in this utility model according to the specific circumstances.

[0031] Example 1:

[0032] like Figures 1-7 As shown in the figure, the arrows indicate the direction of movement. A lightweight rotating external wall panel assembly structure includes an external wall panel 1 and a main structure 2. The external wall panel 1 is connected to the main structure 2 through the second vertical support node 32 at the bottom as a vertical force-bearing node, thereby realizing the transfer of vertical loads.

[0033] The external wall panel 1 is also connected to the main structure 2 through two vertically distributed vertical sliding nodes 4 and two vertically distributed horizontal sliding nodes 5. The lower vertical sliding nodes 4 and vertically distributed horizontal sliding nodes 5 are located on the left and right sides of the second vertical support node 32, respectively. The horizontal force and bending moment in the plane of the external wall panel 1 are borne by the two vertically distributed vertical sliding nodes 4 and transmitted to the main structure 2; the horizontal force and bending moment outside the plane of the external wall panel 1 are jointly borne by the two vertically distributed vertical sliding nodes 4 and two vertically distributed horizontal sliding nodes 5 and transmitted to the main structure 2, thereby improving wind and earthquake resistance.

[0034] The external wall panel 1 is a lightweight, rotating type. The interior of the lightweight, rotating external wall panel 1 is filled with extruded polystyrene board 11, which is a lightweight material.

[0035] The lightweight rotating external wall panel 1 is internally reinforced with prestressed steel bars 12 as required, which serves as a crack-resistant measure during hoisting. This improves the strength of the external wall panel 1, reduces cracks, and enhances its stress and crack resistance during processing, transportation, installation, and use, thus meeting actual building requirements.

[0036] Both the first vertical support node 31 and the second vertical support node 32 include a bracket 33 connected to the outer wall panel 1. The bracket 33 is provided with an adjusting embedded part 34 or a first shim connected to the main structure 2. The vertical load is borne by the bracket 33, and the elevation of the outer wall panel 1 is adjusted by adjusting the embedded part 34 or the first shim during installation.

[0037] The vertical sliding node 4 includes a connector 41 that is connected to the outer wall panel 1 and the main structure 2 respectively, and the connector 41 is provided with a connecting embedded part 42 that extends into the outer wall panel 1.

[0038] The connector 41 includes an angle steel 411 that is connected to the outer wall panel 1 and the main structure 2 respectively. The angle steel 411 is provided with a second gasket 413 and a stiffening plate 412. The stiffening plate 412 is located on both sides of the second gasket 413. The angle steel 411 and the second gasket 413 are each provided with a corresponding elongated hole 414.

[0039] The connecting embedded part 42 includes an anchor bar 421, an anchor bolt 422 and an anchor plate 423 located in the outer wall panel 1. The anchor bolt 422 passes through the anchor plate 423 and the elongated hole 414 and is connected to the connecting part 41.

[0040] The vertical-horizontal sliding node 5 includes a pre-embedded custom part 51 located in the outer wall panel 1, a main embedded part 52 is provided on the main structure 2, a connecting bolt 53 is provided between the pre-embedded custom part 51 and the main embedded part 52, and a third gasket 54 is provided between the connecting bolt 53 and the pre-embedded custom part 51.

[0041] In Example 1, the external wall panel 1 is 12 meters high and 2.25 meters wide. Using internally filled extruded polystyrene board 11 and prestressed steel bars 12 reduces its weight by 30%, resulting in significant lightweighting. The bottom of the external wall panel 1 uses a second vertical support node 32 as a vertical load-bearing node. This node allows for adjustment of the elevation of the external wall panel 1 during temporary installation, and once adjusted, it can be used as a node for operational use.

[0042] Both vertical sliding nodes 4, distributed vertically, are provided with vertical elongated holes 414. Anchor bolts 422 pass through the elongated holes 414 and are connected to connectors 41, enabling vertical sliding and bearing the horizontal forces and bending moments in the plane of the external wall panel 1. The two vertical horizontal sliding nodes 5, distributed vertically, can slide vertically and horizontally respectively through connecting bolts 53, cooperating with the two vertical sliding nodes 4 to jointly bear the horizontal forces and bending moments in the plane of the external wall panel 1.

[0043] The design of the external wall panel 1 node in Example 1 makes the stress of each node simple and clear, simplifies the design and construction of the node, reduces the complexity of design and construction, improves construction efficiency and saves costs.

[0044] The construction process of Example 1 is as follows:

[0045] (1) Install the beams and columns of the main structure 2, and verify the elevation, plane position and verticality;

[0046] (2) Hoist the prefabricated exterior wall panel 1 of this floor, align it with the plane position of the second vertical support node 32 and adjust the elevation;

[0047] (3) After the elevation of the external wall panel 1 is adjusted, install temporary diagonal bracing;

[0048] (4) Install vertical sliding node 4;

[0049] (5) Install vertical and horizontal sliding nodes 5;

[0050] (6) Remove the temporary diagonal bracing;

[0051] Repeat steps (1) to (6).

[0052] Example 2:

[0053] like Figure 8 , Figures 3-7 As shown, a lightweight rotating external wall panel assembly structure includes an external wall panel 1 and a main structure 2. The external wall panel 1 adopts an upper load-bearing method, and is connected to the main structure 2 through the first vertical support node 31 at the top as a vertical load-bearing node to realize the transfer of vertical load.

[0054] The external wall panel 1 is also connected to the main structure 2 through two vertically distributed vertical sliding nodes 4 and two vertically distributed horizontal sliding nodes 5. The upper vertical sliding node 4 and the vertically distributed horizontal sliding node 5 are located on the left and right sides of the first vertical support node 31, respectively. The horizontal force and bending moment in the plane of the external wall panel 1 are borne by the two vertically distributed vertical sliding nodes 4 and transmitted to the main structure 2; the horizontal force and bending moment outside the plane of the external wall panel 1 are jointly borne by the two vertically distributed vertical sliding nodes 4 and the two vertically distributed horizontal sliding nodes 5 and transmitted to the main structure 2.

[0055] The external wall panel 1 is a lightweight rotary external wall panel 1. The lightweight rotary external wall panel 1 is made of lightweight and high-strength concrete.

[0056] The lightweight rotating external wall panel 1 is internally reinforced with prestressed steel bars 12 as required, which can improve the strength of the external wall panel 1, reduce cracks, and increase the stress and crack resistance of the external wall panel 1 during processing, transportation, installation and use, so as to meet the actual building requirements.

[0057] Both the first vertical support node 31 and the second vertical support node 32 include a bracket 33 connected to the outer wall panel 1. The bracket 33 is provided with an adjusting embedded part 34 or a first shim connected to the main structure 2. The vertical load is borne by the bracket 33, and the elevation of the outer wall panel 1 is adjusted by adjusting the embedded part 34 or the first shim during installation.

[0058] The vertical sliding node 4 includes a connector 41 that is connected to the outer wall panel 1 and the main structure 2 respectively, and the connector 41 is provided with a connecting embedded part 42 that extends into the outer wall panel 1.

[0059] The connector 41 includes an angle steel 411 that is connected to the outer wall panel 1 and the main structure 2 respectively. The angle steel 411 is provided with a second gasket 413 and a stiffening plate 412. The stiffening plate 412 is located on both sides of the second gasket 413. The angle steel 411 and the second gasket 413 are each provided with a corresponding elongated hole 414.

[0060] The connecting embedded part 42 includes an anchor bar 421, an anchor bolt 422 and an anchor plate 423 located in the outer wall panel 1. The anchor bolt 422 passes through the anchor plate 423 and the elongated hole 414 and is connected to the connecting part 41.

[0061] The vertical-horizontal sliding node 5 includes a pre-embedded custom part 51 located in the outer wall panel 1, a main embedded part 52 is provided on the main structure 2, a connecting bolt 53 is provided between the pre-embedded custom part 51 and the main embedded part 52, and a third gasket 54 is provided between the connecting bolt 53 and the pre-embedded custom part 51.

[0062] The external wall panel 1 structure of Example 2 is convenient for hanging on structures above the second floor, and the external wall panel 1 has good stability when subjected to horizontal forces in the plane.

[0063] The parts of this utility model not described in detail are existing technologies and therefore will not be specifically described here.

Claims

1. A lightweight rotating external wall panel assembly structure, characterized in that: It includes an external wall panel (1) and a main structure (2). The external wall panel (1) is connected to the main structure (2) through a first vertical support node (31) at the top or a second vertical support node (32) at the bottom. The external wall panel (1) is also connected to the main structure (2) through two vertical sliding nodes (4) and two vertical horizontal sliding nodes (5) distributed vertically. The vertical sliding nodes (4) and vertical horizontal sliding nodes (5) are located on both sides of the first vertical support node (31) or the second vertical support node (32).

2. The lightweight rotating external wall panel assembly structure according to claim 1, characterized in that: The external wall panel (1) is a lightweight rotating external wall panel (1).

3. The lightweight rotating external wall panel assembly structure according to claim 2, characterized in that: The lightweight rotating external wall panel (1) is filled with lightweight material or is made of lightweight high-strength concrete.

4. The lightweight rotating external wall panel assembly structure according to claim 3, characterized in that: The lightweight rotating external wall panel (1) is internally provided with prestressed steel bars (12).

5. The lightweight rotating external wall panel assembly structure according to claim 1, characterized in that: The first vertical support node (31) and the second vertical support node (32) both include a bracket (33) connected to the external wall panel (1), and the bracket (33) is provided with an adjusting embedded part (34) or a first gasket connected to the main structure (2).

6. The lightweight rotating external wall panel assembly structure according to claim 1, characterized in that: The vertical sliding node (4) includes a connector (41) that is connected to the outer wall panel (1) and the main structure (2) respectively. The connector (41) is provided with a connecting embedded part (42) that extends into the outer wall panel (1).

7. The lightweight rotating external wall panel assembly structure according to claim 6, characterized in that: The connector (41) includes an angle steel (411) that is connected to the outer wall panel (1) and the main structure (2) respectively. The angle steel (411) is provided with a stiffening plate (412) and a second gasket (413). The angle steel (411) and the second gasket (413) are each provided with a corresponding elongated hole (414).

8. The lightweight rotating external wall panel assembly structure according to claim 7, characterized in that: The connecting embedded part (42) includes an anchor bar (421), an anchor bolt (422) and an anchor plate (423) located in the outer wall panel (1). The anchor bolt (422) passes through the anchor plate (423) and the elongated hole (414) and is connected to the connector (41).

9. The lightweight rotating external wall panel assembly structure according to claim 1, characterized in that: The vertical and horizontal sliding node (5) includes a pre-embedded custom part (51) located in the outer wall panel (1), a main embedded part (52) is provided on the main structure (2), a connecting bolt (53) is provided between the pre-embedded custom part (51) and the main embedded part (52), and a third gasket (54) is provided between the connecting bolt (53) and the pre-embedded custom part (51).