CN112064782A - Building wood module structure and construction method thereof - Google Patents
Building wood module structure and construction method thereof Download PDFInfo
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- CN112064782A CN112064782A CN202010942640.XA CN202010942640A CN112064782A CN 112064782 A CN112064782 A CN 112064782A CN 202010942640 A CN202010942640 A CN 202010942640A CN 112064782 A CN112064782 A CN 112064782A
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- 239000002023 wood Substances 0.000 title claims abstract description 144
- 238000010276 construction Methods 0.000 title claims abstract description 19
- 229910000831 Steel Inorganic materials 0.000 claims description 101
- 239000010959 steel Substances 0.000 claims description 101
- 210000001015 abdomen Anatomy 0.000 claims description 4
- 238000013461 design Methods 0.000 claims description 3
- 238000002955 isolation Methods 0.000 claims description 3
- 238000000034 method Methods 0.000 claims description 3
- 238000009434 installation Methods 0.000 description 5
- 238000011161 development Methods 0.000 description 2
- 239000003822 epoxy resin Substances 0.000 description 2
- 229920000647 polyepoxide Polymers 0.000 description 2
- 230000035939 shock Effects 0.000 description 2
- 230000009466 transformation Effects 0.000 description 2
- 238000010521 absorption reaction Methods 0.000 description 1
- 229910052799 carbon Inorganic materials 0.000 description 1
- 230000006835 compression Effects 0.000 description 1
- 238000007906 compression Methods 0.000 description 1
- 238000013016 damping Methods 0.000 description 1
- 238000005034 decoration Methods 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 238000003780 insertion Methods 0.000 description 1
- 230000037431 insertion Effects 0.000 description 1
- 238000009413 insulation Methods 0.000 description 1
- 239000011120 plywood Substances 0.000 description 1
- 238000009417 prefabrication Methods 0.000 description 1
- 238000012545 processing Methods 0.000 description 1
- 238000007789 sealing Methods 0.000 description 1
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Classifications
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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
-
- 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)
Abstract
The invention discloses a building wood module structure and a construction method thereof, wherein the building wood module structure comprises: the wood-beam frame, the wooden wallboard, first frame, the second frame, wooden bottom plate and wooden roof board, the wooden wallboard is installed on the upper portion of steel-beam frame, first frame mount is at the lower extreme medial surface of wooden wallboard, the steel-beam frame top, wooden wallboard lower part and first frame pass through bolted connection, the second frame is installed at wooden wallboard upper end medial surface, and the second frame passes through bolt and wooden wallboard bolted connection, the wooden bottom plate is installed on the upper portion of first frame, the wooden roof board is installed on the upper portion of second frame, make the load on the wooden bottom plate evenly transmit to the wooden wallboard through first frame and second frame, avoided wooden bottom plate and wooden roof board local pressurized, the wholeness and the weight ratio of building timber structural module have been improved, the difficult problem that the vertical and horizontal rigidity of timber structure adjusted as required has been solved, thereby realize that this timber modular structure can build into multilayer 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 fabricated building is an important trend of low-carbon development in the building industry and is an important direction for transformation, upgrading and development in the field of building engineering in China. The modular building is a novel assembly type building formed by quickly combining space function modules assembled and integrated by components.
Various patents relating to modular buildings have appeared in the prior art, such as the patent application No. 2016102321025 entitled "a box-type modular building and its method of construction"; the prior art patent publication No. 2018200285989 entitled "a three-dimensional modular building connecting frame structure and structural system", and the like, generally discloses a steel or concrete frame structure system.
Disclosure of Invention
The invention aims to solve at least one technical problem 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 an embodiment of a first aspect of the present invention, there is provided a building wood module structure including: girder steel frame, wooden wallboard, first frame, second frame, wood bottom plate, wooden roof board, the wooden wallboard is installed girder steel frame's top, first frame mounting be in the lower extreme medial surface of wooden wallboard, girder steel frame top wooden wallboard lower part and first frame passes through bolted connection, the second frame mounting be in wooden wallboard upper end medial surface, just the second frame pass through the bolt with the wooden wallboard is connected, the wooden bottom plate is installed the upper portion of first frame, the wooden roof board is installed the upper portion of second frame.
Has the advantages that: this building wood module structure includes: the steel beam frame, the wood wallboard, the first frame, the second frame, the wood bottom plate and the wood top plate, the wood wallboard is arranged on the upper portion 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 of the steel beam frame, the lower portion 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, the wood bottom plate is arranged on the upper portion of the first frame, the wood top plate is arranged on the upper portion of the second frame, the wood bottom plate and the wood top plate are connected with the wood wallboard through the first frame and the second frame through bolts, so that the load on the wood bottom 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 weight ratio of the building wood structure module, thereby realizing that the wood module structure can be built into multi-storey or even high-rise buildings.
According to the building wood module structure of the embodiment of the first aspect of the invention, the steel beam frame is composed of steel beams, 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 wall plates.
According to the building wood module structure provided by the embodiment of the first aspect of the invention, the first framework is a rectangular framework formed by enclosing T-shaped steel members, the T-shaped steel members comprise T-shaped steel and first triangular ribs, and the first triangular ribs are arranged at the positions of the lower flange and the belly of the T-shaped steel at intervals.
According to the building wood module structure of the embodiment of the first aspect of the invention, the second frame is a rectangular frame surrounded by L-shaped steel members, 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.
According to the building wood module structure of the embodiment of the first aspect of the present invention, the building wood module structure may be connected in a horizontal or vertical direction.
The building wood module structure according to the embodiment of the first aspect of the present invention, further comprising a stand installed at a lower portion of the steel girder frame.
According to the building wood module structure of the embodiment of the first aspect of the present invention, the support is connected to the steel girder frame by bolts.
According to the building wood module structure of 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 wood module structure, comprising the steps of:
s1: splicing the T-shaped steel members into a first frame, and assembling to form a wood wallboard unit at the joint of the building wood module structure through the mortise-tenon joint of the wood wallboard;
s2: inserting the lower end of each wood wallboard unit into the first frame through mortise and tenon joints for automatic alignment, and pre-connecting the lower end of each wood wallboard unit with the first frame by using bolts;
s3: splicing the L-shaped steel members 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 using bolts;
s4: according to the design tightening torque requirement, performing bolt connection construction of each wood wallboard and a first frame and a second frame on the pre-connected building wood module structure according to the sequence that each wood wallboard is symmetrically constructed from the middle to two sides, from the lower end to the upper end and from the space axis to form a standard building wood module unit structure;
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 present invention, the support is bolted to the steel girder frame to form the building wood module structure, and the lower portion of the support is connected to the building foundation or the building structure member by bolts.
Drawings
The invention is further described below with reference to the accompanying 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 view of the connection of a wood 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 wood top panel and a second frame according to an embodiment of the present invention;
FIG. 4 is a schematic view of the connection between the wooden deck and the first frame according to the embodiment of the present invention;
FIG. 5 is a sectional view of a portion of the structure of FIG. 4;
FIG. 6 is a schematic view of the bottom of the wood wall panel and the first frame according to the embodiment of the present invention;
FIG. 7 is a schematic view of the connection between the support and the steel beam frame according to the embodiment of the present invention;
FIG. 8 is a schematic view of the connection between structural units of a horizontal building wood module according to an embodiment of the present invention;
FIG. 9 is a schematic view of the connection between the structural units of the vertical building wood module according to the embodiment of the present invention;
FIG. 10 is a schematic view of the construction of the connection between the structural units of the horizontal building wood module according to the embodiment of the present invention;
FIG. 11 is a schematic view of a mortise and tenon joint of a wood wallboard according to an embodiment of the present invention;
FIG. 12 is a schematic view of a building wood module construction system according to an embodiment of the present invention;
Detailed Description
Reference will now be made in detail to the present preferred embodiments of the present invention, examples of which are illustrated in the accompanying drawings, wherein like reference numerals refer to like elements throughout.
In the description of the present invention, it should be understood that the orientation or positional relationship referred to in the description of the orientation, such as the upper, lower, front, rear, left, right, etc., is based on the orientation or positional relationship shown in the drawings, and is only for convenience of description and simplification of description, and does not indicate or imply that the device or element referred to must have a specific orientation, be constructed and operated in a specific orientation, and thus, should not be construed as limiting the present invention.
In the description of the present invention, the meaning of a plurality of means is one or more, the meaning of a plurality of means is two or more, and larger, smaller, larger, etc. are understood as excluding the number, and larger, smaller, inner, etc. are understood as including the number. If the first and second are described for the purpose of distinguishing technical features, they are not to be understood 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 otherwise explicitly limited, terms such as arrangement, installation, connection and the like should be understood in a broad sense, and those skilled in the art can reasonably determine the specific meanings of the above terms in the present invention in combination with the specific contents of the technical solutions.
Referring to fig. 1 to 6, a building wood module structure includes: the steel beam frame 100, the wood wallboard 200, the first frame 300, the second frame 400, the wood bottom plate 500 and the wood top plate 600, the wood wallboard 200 is installed on the upper portion of the steel beam frame 100, the first frame 300 is installed on the inner side surface of the lower end of the wood wallboard 200, the top of the steel beam frame 100, the lower portion of the wood wallboard 200 and the first frame 300 are connected through bolts, the second frame 400 is installed on the inner side surface of the upper end of the wood wallboard 200, the second frame 400 is connected with the wood wallboard 200 through bolts, the wood bottom plate 500 is installed on the upper portion of the first frame 300, and the wood top plate 600 is installed on the upper portion of the second frame.
This building wood module structure, wooden bottom plate 500 and wooden roof 600 utilize first frame 300 and second frame 400 respectively to be connected with wooden wallboard 200 through the bolt, realize that wooden bottom plate 500 and wooden load evenly transmit wooden wallboard 200 through the steel member on, avoided wooden bottom plate 500 and wooden roof 600 local pressurized, the wholeness and the weight ratio of building wood module structure have been improved, the difficult problem that the vertical and horizontal rigidity of timber structure adjusted as required has been solved, and can be used to the multilayer to set up high-rise building's quick construction or transformation.
Referring to fig. 7, in some embodiments, a building wood module structure includes: the steel girder framework 100, the wood wall panel 200, the first framework 300, the second framework 400, the wood bottom panel 500, the wood top panel 600 and the support 700, wherein the support 700 is installed at the lower part of the steel girder framework 100. The bracket 700 is connected to the steel girder frame 100 by bolts. In the present embodiment, the mount 700 is a laminated rubber vibration damping mount. The laminated rubber vibration isolation support and a wood structure system with good anti-seismic performance enable the building wood module structure to have high integrity and anti-seismic performance, and performance targets of integrally designed buildings, structures, equipment, decoration and the like under the action of earthquakes can be achieved.
In this embodiment, the steel girder frame 100 is composed of steel girders, the steel girders include i-shaped steel beams, vertical steel plates and rib plates, the vertical steel plates and the rib plates are all inserted into the wooden wall plate 200, and the insertion depth is equivalent to the height of the vertical steel plates. First frame 300 closes the rectangle frame for enclosing by T shaped steel component, and T shaped steel component includes T shaped steel and first triangle-shaped floor, and first triangle-shaped floor interval sets up at T shaped steel bottom flange and belly position. The second frame 400 is a rectangular frame formed by enclosing L-shaped steel members, each L-shaped steel member comprises L-shaped steel and second triangular ribbed plates, and the second triangular ribbed plates are arranged between two limbs of the L-shaped steel at intervals.
Specifically, the connecting steel plate on the support 700 leaves a vertical bolt hole, the bottom flange of the steel beam frame 100 leaves a vertical bolt hole, the vertical steel plate on the top flange of the steel beam frame 100 leaves a horizontal bolt hole, and the vertical bolt hole reserved in the support 700 is connected with the vertical bolt hole reserved in the bottom flange of the steel beam frame 100 through a connecting bolt.
The T-shaped steel members are provided with various bolt holes at the upper and lower wing edges and vertical bolt holes at the web plates, various horizontal bolt holes are reserved at the upper and lower parts of the wooden wallboard 200, and the vertical steel plates at the top of the steel beam frame 100 are provided with horizontal bolt holes which are connected with the horizontal bolt holes at the lower part of the wooden wallboard 200 and the horizontal bolt holes at the lower flange of the T-shaped steel members through connecting bolts.
Bolt hole connection is reserved through connecting bolt and T shaped steel component edge of a wing in the wooden wallboard 200 lower part, wooden bottom plate 500 and wooden roof 600 all are equipped with the vertical bolt hole of polytype, L shaped steel component all is equipped with the polytype bolt hole at two limbs, T shaped steel component belly is reserved vertical bolt hole and is passed through connecting bolt and the vertical bolt hole connection of wooden bottom plate 500, the vertical limb bolt hole of L shaped steel component is reserved bolt hole connection through connecting bolt and wooden wallboard 200 upper portion, the horizontal limb bolt hole of L shaped steel component is reserved bolt hole connection through connecting bolt and wooden roof 600.
In some embodiments, the wood wall panels 200, wood floor panels 500, and wood roof panels 600 are an odd number of layers of orthogonal plywood.
Referring to fig. 8, the connection between different building wood module structures in the horizontal direction is performed by connecting bolts through the reserved bolt holes, and the bolts pass through the wooden wall panels 200 and the T-shaped steel members or the L-shaped steel members. In order to ensure that the screw rods can be aligned when the bolt is connected between different building wood module structures, thereby avoiding that different module structures cannot be connected due to construction errors, filling redundant holes with epoxy resin embedded bars after the installation is finished, and avoiding relative sliding of adjacent module structures
Referring to fig. 9, the connection in the vertical direction between different building wood module structures is performed by connecting bolts through reserved bolt holes, screws of the screws penetrate through a wood bottom plate 500 of the previous layer of module structure, a T-shaped steel member, a wood top plate 600 of the current layer of module structure and an L-shaped steel member, the hole opening mode of the reserved bolt holes is the same as the hole opening mode of the horizontally connected structure schematic diagram shown in fig. 8, after the installation is completed, the excess holes need to be filled with epoxy resin planting bars, and the relative slippage between adjacent vertical modules is avoided.
Referring to fig. 10, the circular truncated cone wood member and the dug inverted circular truncated cone-shaped groove can realize the preliminary alignment connection of the upper and lower modular structures, and the circular truncated cone wood member is also the hanging part of the hook when the modular structure is lifted.
Referring to fig. 11, the construction method of two wood wall panels 200 at the corners of the building wood module structure is simple, the easy processing performance of wood is fully utilized, the connection between the two wood wall panels 200 is facilitated, and the good sealing performance of the connection part is ensured, so that the waterproof and moistureproof effects are achieved.
Referring to fig. 12, a construction method of a building wood module structure includes the steps of:
s1: splicing the T-shaped steel members into a first frame 300 with a plane rectangle, and assembling to form a wood wallboard unit at the joint of the building wood module structure through the mortise-tenon joint of the wood wallboard 200;
s2: the lower ends of the wood wallboard units are inserted into the first frame 300 through the round table-shaped mortise-tenon joint to be automatically aligned under the action of self weight, and the lower ends of the wood wallboard units are pre-connected with the first frame 300 through bolts;
s3: splicing the L-shaped steel members into a second frame 400, automatically aligning the second frame 400 with the upper ends of the wood wallboard units through the circular truncated cone-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 torque requirement, performing bolt connection construction of each wood wallboard 200 and a first frame 300 and a second frame 400 according to the sequence that each wood wallboard 200 is symmetrically constructed from the middle to two sides, from the lower end to the upper end and from the spatial axis to the pre-connected building wood module structure, so as to form a standard building wood module unit structure;
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 field 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, quickness in 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 those skilled in the art without departing from the gist of the present invention.
Claims (10)
1. A building wood module structure, comprising:
a steel beam frame;
the wood wallboard is arranged on the top of the steel beam frame;
the first frame is installed on the inner side face 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 face of the upper end of the wood wallboard and is connected with the wood wallboard through bolts;
a wood base plate installed at an upper portion of the first frame; and
a wood top plate installed at an upper portion of the second frame.
2. The building wood module structure according to claim 1, wherein: the steel beam framework is composed of steel beams, each steel beam comprises an I-shaped steel beam, a vertical steel plate and a rib plate, and the vertical steel plates and the rib plates are all inserted into the wood wall plates.
3. The building wood module structure according to claim 1, wherein: the first framework is a rectangular framework formed by enclosing T-shaped steel components, each T-shaped steel component comprises T-shaped steel and a plurality of first triangular rib plates, and the first triangular rib plates are arranged at the lower flange and the belly of the T-shaped steel at intervals.
4. The building wood module structure according to claim 1, wherein: the second framework is a rectangular framework formed by enclosing L-shaped steel members, each L-shaped steel member comprises L-shaped steel and second triangular ribbed plates, and each second triangular ribbed plate is arranged between two limbs of each L-shaped steel at intervals.
5. The building wood module structure according to claim 1, wherein: the building wood module structure may be connected in a horizontal or vertical direction.
6. The building wood module structure according to claim 1, wherein: the building wood module structure further comprises a support, and the support is installed on the lower portion of the steel beam framework.
7. The building wood module structure according to claim 6, wherein: the support is connected with the steel beam frame through bolts.
8. The building wood module structure according to claim 7, wherein: the support is a laminated rubber vibration isolation support.
9. A method of constructing a building wood module structure as claimed in any one of claims 1 to 8, including the steps of:
s1: splicing the T-shaped steel members into a first frame, and assembling to form a wood wallboard unit at the joint of the building wood module structure through the mortise-tenon joint of the wood wallboard;
s2: inserting the lower end of each wood wallboard unit into the first frame through mortise and tenon joints for automatic alignment, and pre-connecting the lower end of each wood wallboard unit with the first frame by using bolts;
s3: splicing the L-shaped steel members 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 using bolts;
s4: according to the design tightening torque requirement, performing bolt connection construction of each wood wallboard and a first frame and a second frame on the pre-connected building wood module structure according to the sequence that each wood wallboard is symmetrically constructed from the middle to two sides, from the lower end to the upper end and from the space axis to form a standard building wood module unit structure;
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 construction method of a building wood module structure according to claim 9, wherein: and connecting the support with the steel beam frame through bolts to form a building wood module structure system, and connecting the lower part of the support with a building foundation or a building structural member through bolts.
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| CN202010942640.XA CN112064782A (en) | 2020-09-09 | 2020-09-09 | Building wood module structure and construction method thereof |
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| CN202010942640.XA CN112064782A (en) | 2020-09-09 | 2020-09-09 | Building wood module structure and construction method thereof |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN114703961A (en) * | 2022-03-24 | 2022-07-05 | 扬州大学 | Steel-wood combined structure frame |
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| US4343125A (en) * | 1980-06-15 | 1982-08-10 | Calvin Shubow | Building block module and method of construction |
| CN105040815A (en) * | 2015-08-24 | 2015-11-11 | 朱洪武 | Three-dimensional building module and factory building and on-site installing method thereof |
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| CN107190848A (en) * | 2017-07-25 | 2017-09-22 | 广州大学 | A kind of wooden Mixed Architecture of assembled steel and its construction method |
| CN110130479A (en) * | 2019-05-15 | 2019-08-16 | 南京林业大学 | A kind of Novel steel wood/combination assembled structural system of bamboo |
| CN212405461U (en) * | 2020-09-09 | 2021-01-26 | 广州大学 | Building wood module structure |
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| CN107190848A (en) * | 2017-07-25 | 2017-09-22 | 广州大学 | A kind of wooden Mixed Architecture of assembled steel and its construction method |
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| Publication number | Priority date | Publication date | Assignee | Title |
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| CN114703961A (en) * | 2022-03-24 | 2022-07-05 | 扬州大学 | Steel-wood combined structure frame |
| CN114703961B (en) * | 2022-03-24 | 2023-10-27 | 扬州大学 | Steel-wood combined structure frame |
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