Staggered stacked modular structural system

By using C-shaped plug-in blocks and plug-in barrels to connect rectangular module units in the interleaved stacking modular structure, and through grouting and stiffening rib design, the problem of insufficient bearing capacity of the connecting nodes in the prior art is solved, and the structure is improved Resistance to lateral force and safety reduces the amount of steel used.

CN222183692UActive Publication Date: 2024-12-17HARBIN INSTITUTE OF TECHNOLOGY (SHENZHEN) (INSTITUTE OF SCIENCE AND TECHNOLOGY INNOVATION HARBIN INSTITUTE OF TECHNOLOGY SHENZHEN) +1
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Patent Information

Application Number
CN202420818848.4
Authority / Receiving Office
CN · China
Patent Type
Utility models(China)
Current Assignee / Owner
Filing Date
2024-04-18
Publication Date
2024-12-17
Estimated Expiration
2034-04-18

AI Technical Summary

Technical Problem

The bearing capacity of the connecting nodes in the existing interlaced stacked modular structural system is insufficient, which limits its application scope and design difficulty, resulting in an increase in the amount of steel used in the structure and poor resistance to lateral force.

Method used

The rectangular module unit is connected by a C-shaped plug block and a plug barrel to form an interlaced stack structure, and the grouting connector is used to improve the connection strength, and stiffeners and buffer gaps are designed to enhance bending and torsion resistance.

Benefits of technology

The seismic resistance and safety of the modular structure are improved, and the beam-column lateral force resistance system is realized like traditional frame structure, reducing the amount of steel used in the structure, enhancing the bearing capacity and design simplification of the connectors.

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Abstract

A staggered and stacked modular structure system is mainly characterized in that a plurality of rectangular module units are staggered and stacked to form a multi-layer rectangular main body structure, each rectangular module unit comprises a cross beam, a stand column and a connecting piece, each connecting piece comprises a connecting plate, a C-shaped inserting block and a C-shaped inserting cylinder, the C-shaped inserting blocks and the C-shaped inserting cylinders are connected to the connecting plates, and the C-shaped inserting blocks can be inserted into the C-shaped inserting cylinders; the two ends of the stand columns are welded to the connecting plates of the connecting pieces correspondingly, the two ends of the cross beams are welded to the C-shaped inserting cylinders of the connecting pieces correspondingly, grouting spaces are formed after the connecting pieces of every two vertically-adjacent rectangular module units are connected in an inserted mode, and the two rectangular module units are connected through grouting. In order to better transmit the bending moment of the stand column, the inserting block is designed to be in a C shape, and the inserting structure of the two connecting pieces can completely correspond to the section of the stand column through the C-shaped inserting cylinder, so that the tensile strength and the bending strength of the connected stand column are equal, the anti-seismic performance of the modular structure is further improved, and the service life of the modular structure is prolonged. Therefore, the safety of the staggered and stacked modular structure is improved.
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Description

Technical Field

[0001] The utility model relates to the technical field of building structures, in particular to a staggered stacking modular structural system. Background Art

[0002] Modular building is a new type of building form, which is reflected in its construction method that is different from traditional structure. It is a structural system composed of a series of modular units assembled on site. In the existing modular structural system, the modular units are stacked vertically, and this stacking method will form a double-column, double-beam and double-plate structure. The force transmission between the modular units depends entirely on the connection nodes, which significantly increases the amount of structural steel compared with the traditional structure. The staggered stacking modular structural system can form a beam-column lateral force resistance system similar to the traditional frame structure by staggering the modules. In the traditional frame structure, the connection between columns and columns and between beams and columns is generally rigid and equally strong, and the structural design is simple. The stiffness and bearing capacity of the staggered stacking connection nodes are the key. At present, the bearing capacity of the connection nodes cannot reach the bearing capacity required by the connected modular columns, which will increase the difficulty of staggered stacking design and limit its scope of application. Utility Model Content

[0003] In order to solve the above problems, the utility model provides a staggered stacking modular structure system.

[0004] To achieve the above-mentioned purpose, the technical solution adopted by the utility model is to provide an interlaced stacked modular structural system, wherein the interlaced stacked modular structural system is mainly composed of a plurality of rectangular module units interlaced and stacked to form a multi-layer rectangular main structure, wherein the rectangular module unit includes a crossbeam, a column and a connecting piece, wherein the connecting piece includes a connecting plate, a C-shaped plug-in block connected to the connecting plate and a C-shaped plug-in tube, wherein the C-shaped plug-in block can be plugged into the C-shaped plug-in tube; the two ends of the column are respectively welded to the connecting plate of the connecting piece, and the two ends of the crossbeam are respectively welded to the C-shaped plug-in tube of the connecting piece, and the connecting pieces of two adjacent rectangular module units above and below are plugged in to form a grouting space, and the two rectangular module units are connected by grouting.

[0005] Furthermore, the outer wall of the C-shaped plug-in block extends horizontally outward with multiple first pegs, and the multiple first pegs are arranged in multiple vertical rows; the inner wall of the C-shaped plug-in tube extends horizontally inward with multiple second pegs, and the multiple second pegs are arranged in multiple vertical rows; after the two connecting parts are plugged in, the vertical rows composed of the first pegs and the vertical rows composed of the second pegs are staggered with each other in the horizontal direction.

[0006] Furthermore, the connecting member also includes stiffening ribs, and the stiffening ribs are respectively welded to the connecting plate and the column.

[0007] Furthermore, the opening of the C-shaped plug-in block and the opening of the C-shaped plug-in tube are symmetrically arranged facing each other; when the two connectors are plugged in, a buffer gap is formed between the openings of the C-shaped plug-in tubes of the two connected connectors.

[0008] Furthermore, the cross-section of the C-shaped plug-in blocks of the two connected connectors corresponds to the connected columns.

[0009] Furthermore, the cross-section of the C-shaped plug-in sleeves of the two connected connectors corresponds to the connecting plate.

[0010] Furthermore, the C-shaped plug-in tube has a first side wall and a second side wall, the first side wall is correspondingly connected to one side edge of the connecting plate, the second side wall is correspondingly connected to the other side edge adjacent to the connecting plate, the length of the first side wall is equal to the side length of the connecting plate, and the length of the second side wall is less than half of the side length of the connecting plate.

[0011] Furthermore, the cross beam includes a first cross beam and a second cross beam, the end of the first cross beam is connected to the first side wall of the C-shaped plug-in tube of the connector, and the end of the second cross beam is connected to the second side wall of the C-shaped plug-in tube of the connector.

[0012] Furthermore, the connecting piece is provided with a grouting hole and an overflow hole along a vertical direction, and the grouting hole and the overflow hole are connected to the grouting space.

[0013] The beneficial effects of the utility model are:

[0014] In the above-mentioned staggered stacked modular structural system, the connector is welded to the column and the crossbeam, and then the two connectors are connected by grouting, so as to form a structural system. The connector can be mass-produced by casting, which meets the requirements of building industrialization. In order to better transmit the bending moment of the column, the plug-in block is designed to be C-shaped. Through the C-shaped plug-in tube, the plug-in structure of the two connectors can be completely corresponding to the cross-section of the column, so that the tension and bending can be equal to the connected column. Compared with the existing connectors, the connector proposed by the utility model can improve the seismic performance of the modular structure, thereby improving the safety of the staggered stacked modular structure. BRIEF DESCRIPTION OF THE DRAWINGS

[0015] Figure 1 It is a structural diagram of a staggered stacked modular structural system.

[0016] Figure 2 yes Figure 1 Structural schematic diagram of the staggered stacking modular structural system before stacking.

[0017] Figure 3It is a structural diagram of a rectangular module unit.

[0018] Figure 4 It is a schematic diagram of the connection structure between the connector and the columns and beams.

[0019] Figure 5 It is a schematic diagram of the structure of the two connecting parts.

[0020] Figure 6 It is a cross-sectional schematic diagram after the two connectors are plugged in.

[0021] Explanation of the accompanying figures: staggered stacked modular structural system 100, rectangular module unit 10, column 1, beam 2, first beam 2a, second beam 2b, connector 3, connecting plate 31, C-shaped plug-in block 32, C-shaped plug-in tube 33, first side wall 331, second side wall 332, first bolt 34, second bolt 35, stiffening rib 36, grouting hole 37, overflow hole 38, reinforcement plate 39. DETAILED DESCRIPTION

[0022] The technical solution of the utility model will be described clearly and completely below in conjunction with the accompanying drawings. Obviously, the described embodiments are part of the embodiments of the utility model, not all of the embodiments. Based on the embodiments of the utility model, all other embodiments obtained by ordinary technicians in this field without creative work are within the scope of protection of the utility model.

[0023] In the description of the present invention, it should be noted that the terms "center", "upper", "lower", "left", "right", "vertical", "horizontal", "inner", "outer", etc., indicating the orientation or positional relationship, are based on the orientation or positional relationship shown in the drawings, and are only for the convenience of describing the present invention and simplifying the description, rather than indicating or implying that the device or element referred to must have a specific orientation, be constructed and operated in a specific orientation, and therefore cannot be understood as limiting the present invention. In addition, the terms "first", "second", and "third" are used for descriptive purposes only, and cannot be understood as indicating or implying relative importance.

[0024] In the description of the present invention, it should be noted that, unless otherwise clearly specified and limited, the terms "installation", "connection" and "connection" should be understood in a broad sense, for example, it can be a fixed connection, a detachable connection, an integral connection, a mechanical connection, an electrical connection, a direct connection, an indirect connection through an intermediate medium, or the internal communication of two components. For ordinary technicians in this field, the specific meanings of the above terms in the present invention can be understood according to specific circumstances.

[0025] See also Figures 1 to 3As shown, the utility model relates to a staggered stacked modular structural system 100. The staggered stacked modular structural system 100 is mainly composed of a plurality of rectangular module units 10 that are staggered and stacked to form a multi-layer rectangular main structure. The rectangular module unit 10 includes a crossbeam 2, a column 1 and a connector 3. The connector 3 includes a connecting plate 31, a C-shaped plug-in block 32 connected to the connecting plate 31, and a C-shaped plug-in tube 33. The C-shaped plug-in block 32 can be plugged into the C-shaped plug-in tube 33; both ends of the column 1 are respectively welded to the connecting plate 31 of the connector 3, and both ends of the crossbeam 2 are respectively welded to the C-shaped plug-in tube 33 of the connector 3. After the connectors 3 of two adjacent rectangular module units 10 are plugged in, a grouting space is formed, and the two rectangular module units 10 are connected by grouting.

[0026] Four cross beams 2 are welded through four connectors 3 to form a frame structure, and two frame structures are welded through four uprights 1 to form a rectangular module unit 10 supported by corner columns.

[0027] The cross section of the C-shaped plug-in block 32 of the two connected connectors 3 corresponds to the connected column 1, which is conducive to the direct transfer of load of the column 1. The cross section of the C-shaped plug-in tube 33 of the two connected connectors 3 corresponds to the connecting plate 31. Figure 4 and Figure 5 As shown, the C-shaped plug-in barrel 33 has a first side wall 331 and a second side wall 332. The first side wall 331 is connected to one side of the connecting plate 31, and the second side wall 332 is connected to the other side of the connecting plate 31. The connecting plate 31 is a square plate body, and all the side lengths are the same. The length of the first side wall 331 is equal to the side length of the connecting plate 31, and the length of the second side wall 332 is less than half of the side length of the connecting plate 31. The crossbeam 2 includes a first crossbeam 2a and a second crossbeam 2b. The end of the first crossbeam 2a is connected to the first side wall 331 of the C-shaped plug-in barrel 33 of the connecting member 3, and the end of the second crossbeam 2b is connected to the second side wall 332 of the C-shaped plug-in barrel 33 of the connecting member 3. Two first crossbeams 2a and two second crossbeams 2b are welded through four connecting members 3 to form a frame structure. Since the thickness of the second beam 2b is approximately the same as that of the first beam 2a cut in half, after the rectangular module units 10 are staggered and stacked, the second beams 2b of two adjacent rectangular module units 10 are arranged side by side, which is approximately equal to the thickness of the first beam 2a, thereby eliminating the situation of double columns, double beams, and double plates after the module units are stacked from top to bottom, and avoiding the problem of large amount of steel used in modular buildings.

[0028] In order to improve the node strength at the corner of the C-shaped plug-in tube 33, a reinforcing plate 39 is provided at the corner of the C-shaped plug-in tube 33, and the top surface of the reinforcing plate 39 is on the same plane as the top surface of the C-shaped plug-in tube 33, so as to facilitate the transfer of the load transmitted by the C-shaped plug-in tube 33. The connector 3 is provided with a grouting hole 37 and an overflow hole 38 in the vertical direction, and the grouting hole 37 and the overflow hole 38 are connected to the grouting space, so as to facilitate the injection of slurry into the grouting space. The grouting hole 37 is connected to the slurry inlet pipe, and the overflow hole 38 is connected to the slurry outlet pipe. The grouting method is to feed slurry through the lower slurry inlet pipe and discharge slurry through the upper slurry outlet pipe. The discharge of slurry from the upper slurry outlet pipe indicates that it is full. Since the two connectors 3 are symmetrically vertically plugged, the through hole arranged at the top is the overflow hole 38, and the through hole arranged at the bottom is the grouting hole 37, based on the vertical direction. The overflow hole 38 and the grouting hole 37 can be uniformly arranged on the side wall of the C-shaped plug-in tube 33 , or one of them can be arranged on the connecting plate 31 .

[0029] like Figure 6 As shown, the outer wall of the C-shaped plug-in block 32 has a plurality of first bolts 34 extending horizontally outward, and the plurality of first bolts 34 are arranged in a plurality of vertical rows; the inner wall of the C-shaped plug-in tube 33 has a plurality of second bolts 35 extending horizontally inward, and the plurality of second bolts 35 are arranged in a plurality of vertical rows; after the two connectors 3 are plugged in, the vertical rows composed of the first bolts 34 and the vertical rows composed of the second bolts 35 are staggered with each other in the horizontal direction. The first bolts 34 and the second bolts 35 have the same structure, both including a circular plate and a connecting rod fixedly connected to one side of the circular plate. After the two connectors 3 are plugged in, a grouting space is formed, and slurry is injected into the grouting space. After the slurry solidifies, the two connectors 3 are tightly connected. Since the grouting space is provided with the first bolts 34 and the second bolts 35, the reliability of the connection between the two connectors 3 is improved.

[0030] The connecting member 3 further includes stiffening ribs 36, which are welded to the connecting plate 31 and the column 1 respectively. A plurality of stiffening ribs 36 of triangular structure are arranged around the edge of the connecting plate 31, so that the column 1 can still maintain the overall stability well when subjected to torque.

[0031] The opening of the C-shaped plug-in block 32 and the opening of the C-shaped plug-in tube 33 are symmetrically arranged facing each other; when the two connectors 3 are plugged in, a buffer gap is formed between the openings of the C-shaped plug-in tubes 33 of the two connected connectors 3, which can buffer the vertical load applied by the column 1 on the connector 3, carry a larger vertical load, and ensure the stable bearing capacity of the staggered stacked modular structural system 100.

[0032] In this embodiment, the connecting plate 31 is a square plate body, and the connecting plate 31 is evenly divided into two areas. The number of the C-shaped plug-in block 32 and the number of the C-shaped plug-in tube 33 are respectively one, and they are separately arranged corresponding to one area.

[0033] Of course, the connecting plate 31 can also be divided into three or four areas, but the total number of C-shaped plug blocks 32 and C-shaped plug barrels 33 is no more than five. The connecting plate 31 is evenly divided into four areas, and the number of C-shaped plug blocks 32 and C-shaped plug barrels 33 is two, and each corresponds to a separate area; the C-shaped plug blocks 32 and C-shaped plug barrels 33 are symmetrically arranged side by side or staggered, and such a design makes the crossbeam 2 a double beam structure.

[0034] The connecting plate 31 can also be divided into three areas. The three areas can be divided equally, or one of the areas can be half of the connecting plate 31, and two of the areas can be quarters of the connecting plate 31. One C-shaped plug-in block 32 and two C-shaped plug-in tubes 33 correspond to one area setting separately, or two C-shaped plug-in blocks 32 and one C-shaped plug-in tube 33 correspond to one area setting separately.

[0035] The above implementation modes are merely descriptions of the preferred implementation modes of the present invention, and are not intended to limit the scope of the present invention. Without departing from the design spirit of the present invention, various modifications and improvements made to the technical solutions of the present invention by ordinary engineering and technical personnel in the field shall fall within the protection scope determined by the claims of the present invention.

Claims

1. A staggered stacking modular structural system, characterized by: The staggered stacked modular structural system is mainly composed of a plurality of rectangular module units that are staggered and stacked to form a multi-layer rectangular main structure. The rectangular module units include beams, columns and connectors. The connectors include a connecting plate, a C-shaped plug-in block connected to the connecting plate and a C-shaped plug-in tube. The C-shaped plug-in block can be plugged into the C-shaped plug-in tube. The two ends of the columns are respectively welded to the connecting plates of the connectors, and the two ends of the beams are respectively welded to the C-shaped plug-in tubes of the connectors. The connectors of two adjacent rectangular module units are plugged in to form a grouting space, and the two rectangular module units are connected by grouting.

2. The staggered stacking modular structural system according to claim 1, characterized in that: The outer wall of the C-shaped plug-in block extends horizontally outward with multiple first pegs, and the multiple first pegs are arranged in multiple vertical rows; the inner wall of the C-shaped plug-in tube extends horizontally inward with multiple second pegs, and the multiple second pegs are arranged in multiple vertical rows; after the two connecting parts are plugged in, the vertical rows composed of the first pegs and the vertical rows composed of the second pegs are staggered with each other in the horizontal direction.

3. The staggered stacking modular structural system according to claim 1 is characterized in that: The connecting member further comprises stiffening ribs, and the stiffening ribs are respectively welded to the connecting plate and the column.

4. The staggered stacking modular structural system according to claim 1, characterized in that: The opening of the C-shaped plug-in block and the opening of the C-shaped plug-in tube are symmetrically arranged facing each other; when the two connectors are plugged in, a buffer gap is formed between the openings of the C-shaped plug-in tubes of the two connected connectors.

5. The staggered stacking modular structural system according to claim 4 is characterized in that: The cross-section of the C-shaped plug-in blocks of the two connected connectors corresponds to the connected columns.

6. The staggered stacking modular structural system according to claim 4, characterized in that: The cross-section of the C-shaped plug-in sleeves of the two connected connectors corresponds to the connecting plate.

7. The staggered stacking modular structural system according to claim 6, characterized in that: The C-shaped plug-in tube has a first side wall and a second side wall, the first side wall is correspondingly connected to one side edge of the connecting plate, the second side wall is correspondingly connected to the other side edge adjacent to the connecting plate, the length of the first side wall is equal to the length of the side edge of the connecting plate, and the length of the second side wall is less than half of the length of the side edge of the connecting plate.

8. The staggered stacking modular structural system according to claim 7, characterized in that: The cross beam comprises a first cross beam and a second cross beam, wherein an end of the first cross beam is connected to a first side wall of the C-shaped plug-in sleeve of the connector, and an end of the second cross beam is connected to a second side wall of the C-shaped plug-in sleeve of the connector.

9. The staggered stacking modular structural system according to claim 1, characterized in that: The connecting piece is provided with a grouting hole and an overflowing hole along a vertical direction, and the grouting hole and the overflowing hole are communicated with the grouting space.

Citation Information

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