CN112064782B - Building wood module structure and construction method thereof - Google Patents
Building wood module structure and construction method thereof Download PDFInfo
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- CN112064782B CN112064782B CN202010942640.XA CN202010942640A CN112064782B CN 112064782 B CN112064782 B CN 112064782B CN 202010942640 A CN202010942640 A CN 202010942640A CN 112064782 B CN112064782 B CN 112064782B
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
- E04B1/24—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
- E04B1/24—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
- E04B1/2403—Connection details of the elongated load-supporting parts
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/36—Bearings or like supports allowing movement
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/62—Insulation or other protection; Elements or use of specified material therefor
- E04B1/92—Protection against other undesired influences or dangers
- E04B1/98—Protection against other undesired influences or dangers against vibrations or shocks; against mechanical destruction, e.g. by air-raids
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B2/00—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
- E04B2/56—Load-bearing walls of framework or pillarwork; Walls incorporating load-bearing elongated members
- E04B2/58—Load-bearing walls of framework or pillarwork; Walls incorporating load-bearing elongated members with elongated members of metal
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B2/00—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
- E04B2/56—Load-bearing walls of framework or pillarwork; Walls incorporating load-bearing elongated members
- E04B2/58—Load-bearing walls of framework or pillarwork; Walls incorporating load-bearing elongated members with elongated members of metal
- E04B2/60—Load-bearing walls of framework or pillarwork; Walls incorporating load-bearing elongated members with elongated members of metal characterised by special cross-section of the elongated members
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04H—BUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
- E04H9/00—Buildings, groups of buildings or shelters adapted to withstand or provide protection against abnormal external influences, e.g. war-like action, earthquake or extreme climate
- E04H9/02—Buildings, groups of buildings or shelters adapted to withstand or provide protection against abnormal external influences, e.g. war-like action, earthquake or extreme climate withstanding earthquake or sinking of ground
- E04H9/021—Bearing, supporting or connecting constructions specially adapted for such buildings
- E04H9/022—Bearing, supporting or connecting constructions specially adapted for such buildings and comprising laminated structures of alternating elastomeric and rigid layers
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
- E04B1/24—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
- E04B2001/2481—Details of wall panels
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- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Environmental & Geological Engineering (AREA)
- Business, Economics & Management (AREA)
- Emergency Management (AREA)
- Joining Of Building Structures In Genera (AREA)
- Load-Bearing And Curtain Walls (AREA)
Abstract
本发明公开了一种建筑木模块结构及其构造方法，建筑木模块结构，包括：钢梁框架、木墙板、第一框架、第二框架、木底板和木顶板，木墙板安装在钢梁框架的上部，第一框架安装在木墙板的下端内侧面，钢梁框架顶部、木墙板下部以及第一框架通过螺栓连接，第二框架安装在木墙板上端内侧面，且第二框架通过螺栓与木墙板螺栓连接，木底板安装在第一框架的上部，木顶板安装在第二框架的上部，使木底板上的荷载通过第一框架和第二框架均匀传递到木墙板上，避免了木底板和木顶板局部受压，提高了建筑木结构模块的整体性和强重比，解决了木结构竖向及水平刚度按需调整的难题，从而实现该木模块结构可建造成多层甚至高层建筑。
The invention discloses a building wood module structure and a construction method thereof. The building wood module structure comprises: a steel beam frame, a wood wall panel, a first frame, a second frame, a wood bottom plate and a wood top plate. The wood wall panel is installed on the upper part of the steel beam frame, the first frame is installed on the inner side surface of the lower end of the wood wall panel, the top of the steel beam frame, the lower part of the wood wall panel and the first frame are connected by bolts, the second frame is installed on the inner side surface of the upper end of the wood wall panel, and the second frame is bolted to the wood wall panel by bolts, the wood bottom plate is installed on the upper part of the first frame, and the wood top plate is installed on the upper part of the second frame, so that the load on the wood bottom plate is evenly transmitted to the wood wall panel through the first frame and the second frame, thereby avoiding local compression of the wood bottom plate and the wood top plate, improving the integrity and strength-to-weight ratio of the building wood structure module, and solving the problem of adjusting the vertical and horizontal stiffness of the wood structure as needed, thereby realizing that the wood module structure can be built into a multi-story or even high-rise building.
Description
Technical Field
The invention relates to the field of wood structure buildings, in particular to a building wood module structure and a construction method thereof.
Background
The assembled building is an important trend of low-carbon development of the building industry, and is an important direction of transformation, upgrading and development in the field of building engineering in China. The modular building is a novel assembled building formed by quickly combining space function modules assembled and integrated by components.
Various patents on modular buildings appear in the prior art, such as application number "2016102321025", entitled "a box-type modular building and construction method thereof", application number "2018200285989", entitled "a three-dimensional modular building connection frame structure and structure system", etc., and these prior disclosures mostly employ steel or concrete frame structure systems.
Disclosure of Invention
The invention aims to at least solve one of the technical problems in the prior art, and provides a building wood module structure which can absorb shock and is environment-friendly.
The invention also provides a construction method of the building wood module structure.
According to a first aspect of the embodiment of the invention, a building wood module structure is provided, which comprises a steel beam frame, a wood wallboard, a first frame, a second frame, a wood bottom plate and a wood top plate, wherein the wood wallboard is installed at the top of the steel beam frame, the first frame is installed at the inner side surface of the lower end of the wood wallboard, the top of the steel beam frame, the lower part of the wood wallboard and the first frame are connected through bolts, the second frame is installed at the inner side surface of the upper end of the wood wallboard, the second frame is connected with the wood wallboard through bolts, the wood bottom plate is installed at the upper part of the first frame, and the wood top plate is installed at the upper part of the second frame.
The building wood module structure has the beneficial effects that the building wood module structure comprises the steel beam frame, the wood wallboard, the first frame, the second frame, the wood bottom plate and the wood top plate, wherein the wood wallboard is arranged on the upper part of the steel beam frame, the first frame is arranged on the inner side surface of the lower end of the wood wallboard, the top part of the steel beam frame, the lower part of the wood wallboard and the first frame are connected through bolts, the second frame is arranged on the inner side surface of the upper end of the wood wallboard, the second frame is connected with the wood wallboard through bolts, the wood bottom plate and the wood top plate are arranged on the upper part of the second frame, the load on the wood bottom plate and the wood top plate is uniformly transmitted to the wood wallboard through the first frame and the second frame, the local compression of the wood bottom plate and the wood top plate is avoided, the integrity and the strength-weight ratio of the building wood structure module are improved, and the problem that the vertical rigidity and the horizontal rigidity of the wood structure are adjusted as required is solved, and the building wood module structure can be built into a multi-layer or even high-rise building.
According to the building wood module structure disclosed by the embodiment of the first aspect of the invention, the steel beam frame is composed of steel beams, wherein the steel beams comprise I-shaped steel beams, vertical steel plates and rib plates, and the vertical steel plates and the rib plates are inserted into the wood wallboard.
According to the building wood module structure disclosed by the embodiment of the first aspect of the invention, the first frame is a rectangular frame formed by enclosing T-shaped steel components, the T-shaped steel components comprise T-shaped steel and first triangular rib plates, and the first triangular rib plates are arranged at the positions of the lower flange and the abdomen of the T-shaped steel at intervals.
According to the building wood module structure disclosed by the embodiment of the first aspect of the invention, the second frame is a rectangular frame formed by enclosing an L-shaped steel member, the L-shaped steel member comprises L-shaped steel and second triangular rib plates, and the second triangular rib plates are arranged between two limbs of the L-shaped steel at intervals.
According to the building wood module structure of the embodiment of the first aspect of the invention, the building wood module structure can be connected in the horizontal or vertical direction.
According to an embodiment of the first aspect of the present invention, the building wood module structure further comprises a support, and the support is installed at the lower portion of the steel beam frame.
According to the building wood module structure of the embodiment of the first aspect of the invention, the support and the steel beam frame are connected through bolts.
According to the building wood module structure disclosed by the embodiment of the first aspect of the invention, the support is a laminated rubber vibration isolation support.
According to a second aspect of the present invention, there is provided a method of constructing a building block comprising the steps of:
s1, splicing T-shaped steel members into a first frame, and assembling to form a wood wallboard unit at the joint of a building wood module structure through mortise-tenon connection of the wood wallboards;
S2, inserting the lower ends of the wood wallboard units into the first frame through mortise and tenon joints to automatically align, and pre-connecting the lower ends of the wood wallboard units with the first frame by using bolts;
S3, splicing the L-shaped steel member into a second frame, automatically aligning the second frame with the upper ends of the wood wallboard units through mortise and tenon joints, and pre-connecting the upper ends of the wood wallboard units with the second frame by utilizing bolts;
S4, according to the requirement of the design tightening moment, carrying out bolt connection construction on each wood wallboard, the first frame and the second frame according to the sequence of symmetrical construction from the middle to two sides, the lower end to the upper end and the space axis of each wood wallboard in the pre-connected building wood module structure, so as to form a standard building wood module unit structure;
And S5, splicing the steel beams into a steel beam frame, and connecting the standard building wood module unit structure in the step S4 with the steel beam frame through bolts.
According to the construction method of the building wood module structure according to the embodiment of the second aspect of the invention, the support is connected with the steel beam frame through bolts to form a building wood module structure system, and the lower part of the support is connected with a building foundation or a building structural member through bolts.
Drawings
The invention is further described below with reference to the drawings and examples;
FIG. 1 is an exploded view of a building wood module structure according to an embodiment of the present invention;
FIG. 2 is a schematic illustration of the connection of a wooden wall panel to a first frame and a second frame according to an embodiment of the present invention;
FIG. 3 is a schematic view of the connection of a wooden top plate and a second frame according to an embodiment of the present invention;
FIG. 4 is a schematic view of the connection of a wood floor to a first frame in accordance with an embodiment of the present invention;
FIG. 5 is a section of FIG. 4a structural cross-sectional view;
FIG. 6 is a schematic view of the connection of the bottom of a wooden wall panel to a first frame according to an embodiment of the present invention;
FIG. 7 is a schematic view of the connection of a support to a steel beam frame according to an embodiment of the present invention;
FIG. 8 is a schematic diagram of the connection between the building blocks of the horizontal building blocks according to the embodiment of the present invention;
FIG. 9 is a schematic illustration of the connection between the building blocks of a vertical building block according to an embodiment of the present invention;
FIG. 10 is a schematic view of the connection between the building blocks of the horizontal building blocks according to the embodiment of the present invention;
FIG. 11 is a schematic view of a mortise and tenon joint of a wooden wall board according to an embodiment of the invention;
FIG. 12 is a schematic diagram of a building wood module architecture according to an embodiment of the present invention;
Detailed Description
Reference will now be made in detail to the present embodiments of the present invention, examples of which are illustrated in the accompanying drawings, wherein the accompanying drawings are used to supplement the description of the written description so that one can intuitively and intuitively understand each technical feature and overall technical scheme of the present invention, but not to limit the scope of the present invention.
In the description of the present invention, it should be understood that references to orientation descriptions such as upper, lower, front, rear, left, right, etc. are based on the orientation or positional relationship shown in the drawings, are merely for convenience of description of the present invention and to simplify the description, and do not indicate or imply that the apparatus or elements referred to must have a particular orientation, be constructed and operated in a particular orientation, and thus should not be construed as limiting the present invention.
In the description of the present invention, a number means one or more, a number means two or more, and greater than, less than, exceeding, etc. are understood to not include the present number, and above, below, within, etc. are understood to include the present number. The description of the first and second is for the purpose of distinguishing between technical features only and should not be construed as indicating or implying relative importance or implicitly indicating the number of technical features indicated or implicitly indicating the precedence of the technical features indicated.
In the description of the present invention, unless explicitly defined otherwise, terms such as arrangement, installation, connection, etc. should be construed broadly and the specific meaning of the terms in the present invention can be reasonably determined by a person skilled in the art in combination with the specific contents of the technical scheme.
Referring to fig. 1 to 6, a building wood module structure includes a girder steel frame 100, a wood wallboard 200, a first frame 300, a second frame 400, a wood flooring 500, and a wood ceiling 600, the wood wallboard 200 is installed at an upper portion of the girder steel frame 100, the first frame 300 is installed at a lower inner side of the wood wallboard 200, a top of the girder steel frame 100, a lower portion of the wood wallboard 200, and the first frame 300 are connected through bolts, the second frame 400 is installed at an upper inner side of the wood wallboard 200, and the second frame 400 is connected with the wood wallboard 200 through bolts, the wood flooring 500 is installed at an upper portion of the first frame 300, and the wood ceiling 600 is installed at an upper portion of the second frame 400.
According to the building wood module structure, the wood bottom plate 500 and the wood top plate 600 are respectively connected with the wood wall plate 200 through the bolts by utilizing the first frame 300 and the second frame 400, so that loads on the wood bottom plate 500 and the wood top plate 600 are uniformly transmitted to the wood wall plate 200 through steel members, local compression of the wood bottom plate 500 and the wood top plate 600 is avoided, the integrity and the strength-weight ratio of the building wood module structure are improved, the difficulty of adjusting the vertical and horizontal rigidity of the wood structure according to the requirement is solved, and the building wood module structure can be used for rapid construction or reconstruction of a multi-layer high-rise building.
Referring to fig. 7, in some embodiments, the building wood module structure includes a steel girder frame 100, a wood wallboard 200, a first frame 300, a second frame 400, a wood bottom plate 500, a wood top plate 600, and a support 700, and the support 700 is installed at a lower portion of the steel girder frame 100. The support 700 is connected to the girder frame 100 by bolts. In summary of the present embodiment, mount 700 is a laminated rubber vibration isolation mount. The laminated rubber vibration isolation support and the wood structure system with good earthquake resistance are adopted, so that the building wood module structure has higher integrity and earthquake resistance, and the performance targets of integrally designed buildings, structures, equipment, decoration and the like under the earthquake effect can be realized.
In this embodiment, the girder steel frame 100 is composed of steel beams, including i-shaped steel beams, vertical steel plates and rib plates, which are inserted into the wooden wallboard 200, and the insertion depth is equal to the height of the vertical steel plates. The first frame 300 is a rectangular frame formed by enclosing T-shaped steel members, wherein the T-shaped steel members comprise T-shaped steel and first triangular rib plates, and the first triangular rib plates are arranged at the lower flange and the abdomen of the T-shaped steel at intervals. The second frame 400 is a rectangular frame formed by enclosing L-shaped steel members, wherein the L-shaped steel members comprise L-shaped steel and second triangular rib plates, and the second triangular rib plates are arranged between two limbs of the L-shaped steel at intervals.
Specifically, vertical bolt holes are reserved on the connecting steel plates of the support 700, vertical bolt holes are reserved on the lower flange of the steel beam frame 100, horizontal bolt holes are reserved on the vertical steel plates of the upper flange of the steel beam frame 100, and the reserved vertical bolt holes of the support 700 are in bolt connection with the reserved vertical bolt holes of the lower flange of the steel beam frame 100 through connecting bolts.
Wherein, the T shaped steel component leaves multiple type bolt hole and leaves multiple type vertical bolt hole in the web in upper and lower edge of a wing department, and the wooden wallboard 200 upper and lower portion leaves multiple type horizontal bolt hole, and the vertical steel sheet of girder steel frame 100 top reserves horizontal bolt hole and is connected with wooden wallboard 200 lower part horizontal bolt hole and T shaped steel component bottom edge of a wing horizontal bolt hole three through connecting bolt.
The reserved bolt holes in the lower portion of the wooden wallboard 200 are connected with the reserved bolt holes in the flange of the T-shaped steel member through connecting bolts, the wooden bottom plate 500 and the wooden top plate 600 are respectively provided with a plurality of types of vertical bolt holes, the L-shaped steel member is respectively provided with a plurality of types of bolt holes in two limbs, the reserved vertical bolt holes in the abdomen of the T-shaped steel member are connected with the vertical bolt holes in the wooden bottom plate 500 through connecting bolts, the vertical limb bolt holes in the L-shaped steel member are connected with the reserved bolt holes in the upper portion of the wooden wallboard 200 through connecting bolts, and the horizontal limb bolt holes in the L-shaped steel member are connected with the reserved bolt holes in the wooden top plate 600 through connecting bolts.
In some embodiments, the wood wallboard 200, the wood flooring 500, and the wood roofing 600 are all odd-layered, orthogonal plywood.
Referring to fig. 8, the connection in the horizontal direction between different building wood block structures is made by connecting bolts through reserved bolt holes, and the screws thereof pass through the wood wallboard 200 and the T-shaped steel member or the L-shaped steel member. In order to ensure that the screw rods can be aligned when the screw bolts are connected among different building wood module structures, so that the situation that different module structures cannot be connected due to construction errors is avoided, the epoxy resin is used for planting ribs to fill redundant holes after the installation is finished, and the situation that adjacent module structures slide relatively is avoided
Referring to fig. 9, the connection in the vertical direction between different building wood module structures is performed by passing through a reserved bolt hole through a connecting bolt, the screw rod passes through a wood bottom plate 500 of the upper layer of module structure, a T-shaped steel member, a wood top plate 600 of the present layer of module structure and an L-shaped steel member, the hole opening mode of the reserved bolt hole is the same as that of the horizontal connection structure schematic diagram shown in fig. 8, and after the installation is completed, the redundant holes are filled with epoxy resin planted bars, so that the adjacent vertical modules are prevented from sliding relatively.
Referring to fig. 10, the round table wood member and the dug inverted round table groove can realize preliminary alignment connection of the upper and lower module structures, and the round table wood member is also a part hung by the hook when the module structure is lifted.
Referring to fig. 11, the construction method of two wooden wallboards 200 at the corner of the building wooden module structure is simple, and the easy processing performance of wood is fully utilized, so that the connection between the two wooden wallboards 200 is facilitated, and the connection is guaranteed to have good sealing performance, so that the waterproof and moistureproof effects are achieved.
Referring to fig. 12, a construction method of a building block structure includes the steps of:
S1, splicing T-shaped steel members into a first frame 300 with a planar rectangle, and assembling to form a wood wallboard unit at the joint of the building wood module structure through mortise-tenon connection of the wood wallboard 200;
S2, inserting the lower ends of the wood wallboard units into the first frame 300 through round table-shaped mortise and tenon joints by utilizing the self weight effect, and pre-connecting the lower ends of the wood wallboard units with the first frame 300 by utilizing bolts;
S3, splicing the L-shaped steel member into a second frame 400, automatically aligning the second frame 400 with the upper ends of the wood wallboard units through round table-shaped mortise and tenon joints, and pre-connecting the upper ends of the wood wallboard units with the second frame 400 by using bolts;
s4, according to the design tightening moment requirement, carrying out bolt connection construction on each wood wallboard 200 and the first frame 300 and the second frame 400 according to the sequence of symmetrical construction from the middle to two sides, the lower end to the upper end and the space axis of each wood wallboard 200 to form a standard building wood module unit structure;
and S5, splicing the steel beams into a steel beam frame 100, and connecting the standard building wood module unit structure in the step S4 with the steel beam frame 100 through bolts.
S6, the support 700 is connected with the steel beam frame 100 through bolts, the site installation of the building wood module structure with the shock insulation and absorption functions is completed, and the lower part of the support is connected with a building foundation or a building structural member through bolts.
The construction method of the building wood module structure has the advantages of high factory prefabrication rate, simplicity in operation, accuracy in alignment, convenience in construction, quick installation and the like.
The embodiments of the present invention have been described in detail with reference to the accompanying drawings, but the present invention is not limited to the above embodiments, and various changes can be made within the knowledge of one of ordinary skill in the art without departing from the spirit of the present invention.
Claims (10)
1. A building wood module structure comprising:
a steel beam frame;
the wood wallboard is arranged at the top of the steel beam frame;
the first frame is arranged on the inner side surface of the lower end of the wood wallboard, and the top of the steel beam frame, the lower part of the wood wallboard and the first frame are connected through bolts;
the second frame is arranged on the inner side surface of the upper end of the wood wallboard and is connected with the wood wallboard through bolts;
a wooden base plate mounted on an upper portion of the first frame, and
And a wooden top plate mounted on an upper portion of the second frame.
2. The building wood module structure of claim 1 wherein said steel girder framework is comprised of steel girders, said steel girders comprising I-beams, vertical steel plates, and ribs, said vertical steel plates and said ribs being inserted into said wooden wall panels.
3. The building wood module structure of claim 1, wherein the first frame is a rectangular frame formed by enclosing T-shaped steel members, the T-shaped steel members comprise T-shaped steel and a plurality of first triangular rib plates, and each first triangular rib plate is arranged at the lower flange and the abdomen of the T-shaped steel at intervals.
4. The building wood module structure of claim 1, wherein the second frame is a rectangular frame formed by surrounding L-shaped steel members, the L-shaped steel members comprise L-shaped steel and second triangular rib plates, and each second triangular rib plate is arranged between two limbs of the L-shaped steel at intervals.
5. The building wood module structure according to claim 1, wherein the building wood module structure is horizontally or vertically connectable.
6. The building wood module structure according to claim 1, further comprising a support installed at a lower portion of the steel beam frame.
7. The building wood module structure of claim 6, wherein the support is bolted to the steel beam frame.
8. The building wood module structure of claim 7, wherein the support is a laminated rubber vibration isolation support.
9. A method of constructing a building block according to any one of claims 1 to 8, comprising the steps of:
s1, splicing T-shaped steel members into a first frame, and assembling to form a wood wallboard unit at the joint of a building wood module structure through mortise-tenon connection of the wood wallboards;
S2, inserting the lower ends of the wood wallboard units into the first frame through mortise and tenon joints to automatically align, and pre-connecting the lower ends of the wood wallboard units with the first frame by using bolts;
S3, splicing the L-shaped steel member into a second frame, automatically aligning the second frame with the upper ends of the wood wallboard units through mortise and tenon joints, and pre-connecting the upper ends of the wood wallboard units with the second frame by utilizing bolts;
S4, according to the requirement of the design tightening moment, carrying out bolt connection construction on each wood wallboard, the first frame and the second frame according to the sequence of symmetrical construction from the middle to two sides, the lower end to the upper end and the space axis of each wood wallboard in the pre-connected building wood module structure, so as to form a standard building wood module unit structure;
And S5, splicing the steel beams into a steel beam frame, and connecting the standard building wood module unit structure in the step S4 with the steel beam frame through bolts.
10. The method of constructing a wood module structure according to claim 9, wherein the support is bolted to the steel beam frame to form a wood module structure, and the lower portion of the support is bolted to the building foundation or building structural member.
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| CN202010942640.XA CN112064782B (en) | 2020-09-09 | 2020-09-09 | Building wood module structure and construction method thereof |
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| CN202010942640.XA CN112064782B (en) | 2020-09-09 | 2020-09-09 | Building wood module structure and construction method thereof |
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| CN114703961B (en) * | 2022-03-24 | 2023-10-27 | 扬州大学 | A steel-wood composite structural frame |
| CN117211445A (en) * | 2023-02-02 | 2023-12-12 | 百色学院 | An earthquake-resistant and crack-resistant wall structure and construction method relying on a beam-column frame |
Citations (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110130479A (en) * | 2019-05-15 | 2019-08-16 | 南京林业大学 | A new steel-wood/bamboo composite assembly structure system |
| CN212405461U (en) * | 2020-09-09 | 2021-01-26 | 广州大学 | Building wood module structure |
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| CN106869369A (en) * | 2017-03-31 | 2017-06-20 | 何敏娟 | A kind of connection method of the steel wood mixing shear wall of the adjustable position of use high-strength bolt and slotted hole |
| CN107190848B (en) * | 2017-07-25 | 2024-01-09 | 广州大学 | An assembled steel-wood hybrid structural system and its construction method |
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| CN212405461U (en) * | 2020-09-09 | 2021-01-26 | 广州大学 | Building wood module structure |
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