CN110777978A - Wood frame-well dry type wall mixed structure system - Google Patents
Wood frame-well dry type wall mixed structure system Download PDFInfo
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- CN110777978A CN110777978A CN201911219851.4A CN201911219851A CN110777978A CN 110777978 A CN110777978 A CN 110777978A CN 201911219851 A CN201911219851 A CN 201911219851A CN 110777978 A CN110777978 A CN 110777978A
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- wall body
- wood
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- well
- dry type
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- 239000002023 wood Substances 0.000 title claims abstract description 86
- 239000010410 layer Substances 0.000 claims abstract description 22
- 238000004873 anchoring Methods 0.000 claims abstract description 17
- 230000006835 compression Effects 0.000 claims abstract description 15
- 238000007906 compression Methods 0.000 claims abstract description 15
- 239000011229 interlayer Substances 0.000 claims abstract description 12
- 239000002184 metal Substances 0.000 claims abstract description 8
- 238000010079 rubber tapping Methods 0.000 claims abstract description 3
- 229910000831 Steel Inorganic materials 0.000 claims description 12
- 239000010959 steel Substances 0.000 claims description 12
- 241000167854 Bourreria succulenta Species 0.000 claims description 4
- 238000001035 drying Methods 0.000 claims description 3
- 239000000463 material Substances 0.000 claims description 3
- 238000010276 construction Methods 0.000 abstract description 3
- 238000009776 industrial production Methods 0.000 abstract description 2
- 230000000149 penetrating effect Effects 0.000 abstract 1
- 230000007547 defect Effects 0.000 description 2
- 238000009434 installation Methods 0.000 description 2
- 238000000034 method Methods 0.000 description 2
- 238000012986 modification Methods 0.000 description 2
- 230000004048 modification Effects 0.000 description 2
- 238000004321 preservation Methods 0.000 description 2
- 238000005452 bending Methods 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 239000000945 filler Substances 0.000 description 1
- 238000007789 sealing Methods 0.000 description 1
- 230000035939 shock Effects 0.000 description 1
Images
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
- 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
- E04B2/70—Load-bearing walls of framework or pillarwork; Walls incorporating load-bearing elongated members with elongated members of wood
-
- 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
- E04B1/26—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of wood
- E04B1/2604—Connections specially adapted therefor
-
- 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
- E04B2/70—Load-bearing walls of framework or pillarwork; Walls incorporating load-bearing elongated members with elongated members of wood
- E04B2/701—Load-bearing walls of framework or pillarwork; Walls incorporating load-bearing elongated members with elongated members of wood with integrated supporting and obturation function
- E04B2/705—Load-bearing walls of framework or pillarwork; Walls incorporating load-bearing elongated members with elongated members of wood with integrated supporting and obturation function with longitudinal horizontal elements placed between columns
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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
- E04B1/26—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of wood
- E04B1/2604—Connections specially adapted therefor
- E04B2001/2644—Brackets, gussets or joining plates
- E04B2001/2648—Brackets, gussets or joining plates located in slots of the elongated wooden members
-
- 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
- E04B1/26—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of wood
- E04B1/2604—Connections specially adapted therefor
- E04B2001/268—Connection to foundations
- E04B2001/2684—Connection to foundations with metal connectors
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- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Load-Bearing And Curtain Walls (AREA)
Abstract
The invention discloses a wood frame-well dry type wall body mixed structure system which comprises a well dry type wall body, a wood beam, a wood column, a wall body through screw rod, a foundation anchor bolt and an interlayer wall body anchoring screw rod. The wood beam and the wood column are connected through a metal connecting piece or a mortise-tenon joint to form a beam-column type wood frame, and the wood beam or the wood column is connected with the well-dry type wall body in a tongue-and-groove mode; the well-dry type walls are connected by interlayer wall anchoring screws between adjacent layers; the wall body penetrating screw rod is matched with a compression spring or a spring washer at the nut part; the cross grain compression wood below the wall body through screw, the foundation anchor bolt and the interlayer wall body anchoring screw anchoring base plate is reinforced by adopting self-tapping screws. The invention can realize industrial production in factories and rapid on-site assembly construction; meanwhile, the wall has the advantages of small deformation and uneven settlement of transverse striations of the wall, excellent anti-seismic performance, repeated disassembly and assembly, good durability and the like.
Description
Technical Field
The invention relates to the technical field of building structure engineering, in particular to a wood frame-well dry-type wall mixed structure system which can be industrially produced, can be repeatedly disassembled and assembled, has good anti-seismic performance and small uneven settlement.
Background
The well-drying type wood structure has a great amount of application in northeast, southwest and some Europe and America of China, and has the characteristics of beautiful appearance, good heat preservation performance, wild and wild style and the like. However, in the using process, the traditional well drying type has the defects of large uneven settlement, small wood utilization rate, low applicable layer number and the like.
The wood frame shear wall structure is applied to modern wood structures, the good vertical bearing performance of a beam column type wood frame and the excellent lateral force resistance of the shear wall are combined, the requirements of multilayer or even high-rise wood structures can be met, and the wood frame and the shear wall are clearly divided in the structure. However, for the conventional well-dry type wood structure, no related technical report on the frame-shear wall structure has been found at present.
Disclosure of Invention
The invention aims to overcome the defects of the prior art and provides a wood frame-well dry-type wall body mixed structure system which can realize industrial production in a factory and rapid on-site assembly construction; meanwhile, the wall has the advantages of small deformation and uneven settlement of transverse striations of the wall, excellent anti-seismic performance, repeated disassembly and assembly, good durability and the like.
The technical scheme adopted by the invention is as follows: a wood frame-well dry type wall body mixed structure system comprises a well dry type wall body, a wood beam, a wood column, a wall body through screw rod, a foundation anchor bolt and an interlayer wall body anchoring screw rod;
the wood beam and the wood column are connected through a metal connecting piece or a mortise-tenon joint to form a beam-column type wood frame, and the wood beam or the wood column is connected with the well-dry type wall body in a tongue-and-groove mode; the wooden columns and the foundation are fixed by adopting metal connecting pieces and bolts;
the well-dry type wall comprises a plurality of wall components which are spliced, the wall components are connected in a tongue-and-groove mode, a compressible waterproof coiled material is arranged at a horizontal joint, and wood pins are inserted between the upper wall component and the lower wall component and are arranged in a staggered mode;
the well-dry type wall body is fixedly connected by adopting a wall body through screw rod, steel backing plates are respectively arranged at two ends of the wall body through screw rod, and a compression spring or a spring washer is matched and sleeved on the nut part of the wall body through screw rod, so that the loss of the screw rod pretightening force caused by the deformation of wood transverse grains is effectively reduced, the structural integrity of the wall body is ensured, and the wall body through screw rod is anchored on the wall body wood component by adopting a countersunk head form at two ends;
the well dry type wall body adopts the wall body anchor screw between the layer to connect between adjacent layer, is provided with the steel backing plate respectively at wall body anchor screw both ends between the layer, and the wall body anchor screw between the layer is furnished with compression spring or spring washer at nut position, and the wall body anchor screw adopts the countersunk head form to be two kinds at both ends: the first plate is respectively anchored on the upper layer and the lower layer of the wall body wood member adjacent to the wood beam; the second is anchored to the middle part wooden component of the upper and lower layer wall along the direction of height;
the bottommost layer of the well dry type wall body is anchored to the foundation by using a foundation bolt, a steel base plate is arranged at the top end of the foundation bolt, and a compression spring or a spring washer is matched and sleeved on the nut part of the foundation bolt;
the cross grain compression wood below the steel base plate of the wall body through screw rod, the foundation anchor bolt and the interlayer wall body anchoring screw rod is reinforced by the self-tapping screw, and the influence of the compression deformation of the cross grain of the wood on the uneven settlement of the wall body is further reduced.
Preferably, the wood member at the top of the well-dry wall body is connected with the wood beam at the upper part thereof in a tongue-and-groove mode, the wood member at the top of the wall body is in close contact with the wood beam at the end anchoring area, and a gap of 5mm-15mm is reserved in the vertical direction in the rest area, so that a bending deformation space of the wood beam is provided.
Preferably, a wood beam can be additionally arranged along the middle section of the height of the well-dry type wall body.
The main construction sequence of one truss structure of the wood frame-well dry type wall body mixed structure system is as follows: installing wood columns, installing well dry type walls and installing wood beams.
Has the advantages that:
1. the wood frame-well dry type wall body mixed structure system improves the shock resistance, saves energy, protects environment, is free in module combination and enables the space arrangement to be flexible.
2. According to the invention, the compression spring or the spring washer is arranged below the wall body through screw, the foundation anchor bolt and the interlayer wall body anchoring screw nut, so that the screw pre-tightening force loss caused by wood cross grain deformation can be greatly eliminated, and the technology is also suitable for the traditional well dry type wood structure.
3. According to the invention, the wood beam is additionally arranged in the middle of the wall body, and the reinforced wood screws are arranged in the wood below the wall body through screw, the foundation anchor bolt and the interlayer wall body anchoring screw anchoring base plate, so that the deformation of transverse grains of the wall body can be further reduced, and the uneven settlement can be reduced.
Drawings
FIG. 1 is a schematic structural diagram of a wood frame-well dry wall hybrid structure system according to the present invention;
FIGS. 2-1 and 2-2 are schematic views of the connection between the dry wall members of the present invention;
FIG. 3 is a schematic view of the anchoring end of the through screw of the wall body according to the present invention;
FIGS. 4-1 and 4-2 are elevation views of a wood frame-well drywall hybrid structural system of the present invention;
FIG. 5 is a schematic view of the structure of the wood pillar of the present invention;
FIGS. 6-1 and 6-2 are schematic illustrations of a post base connection of the present invention;
FIG. 7 is an elevation view of the anchoring end of the through screw and anchor bolt of the wall of the present invention;
FIG. 8-1, FIG. 8-2 and FIG. 8-3 are schematic views of the connection of the wood beam and the wood column according to the present invention;
FIGS. 9-1 and 9-2 are schematic illustrations of a stake groove of the present invention;
FIG. 10 is a schematic view of the wall installation of the present invention;
FIG. 11 is a schematic view of the installation of the wood beam of the present invention;
FIG. 12 is a schematic view of the middle of the wall body provided with the wood beam.
Detailed Description
The invention is further described with reference to the following figures and detailed description.
Example 1
As shown in fig. 1 to 8, the wood frame-well dry wall hybrid structural system includes a well dry wall 1, wood columns 21, wood beams 22 or 23, wall through screws 6, anchor bolts 9, and interlayer wall anchor screws 11;
the wooden column 21 and the wooden beams 22 and 23 form a beam column type wooden frame, and the wooden column 21 and the wooden beams 22 and 23 are connected by a metal connecting piece 10.
The components of the well-dry wall body 1 are sequentially inserted from top to bottom from two sides of the wooden column 21, the components of the well-dry wall body 1 are connected in a tongue-and-groove mode, and the horizontal seam is provided with a compressible waterproof coiled material. And a wood pin 4 is inserted between the upper and lower adjacent wall body components, and the wood pins 4 are arranged in a staggered manner. The well dry type wall body 1 is fixedly connected through a wall body through screw 6, two ends of the wall body through screw 6 are respectively provided with a steel base plate 5, and two compression springs 7 are respectively arranged below nuts and gaskets at two ends.
The bottom layer wood component of the well dry type wall body 1 is anchored on the foundation 3 by adopting anchor bolts 9, a steel base plate is arranged at the top ends of the anchor bolts 9, and a compression spring is arranged below the nut and the washer.
The wooden column 21 and the foundation are fixed by a metal connecting piece 8 and a bolt; the wooden column 21 and the wooden beams 22 and 23 are fixed by a metal connecting piece 10 and a round steel pin. The depth of the groove formed in the upper surface of the uppermost wood member of each layer of the well dry-type wall body is 10mm greater than the height of the tenon on the bottom surfaces of the adjacent wood beams 22 and 23 in the range of the length of the horizontal middle section 3/4; meanwhile, the gaps are filled with elastic filler with a waterproof sealing function, so that the wood beams 22 and 23 are free to flex after being stressed, and meanwhile, the tightness, the heat preservation performance and the waterproofness of the seams are improved.
The upper layer and the lower layer of the well dry type wall body 1 are connected by an interlayer wall body anchoring screw rod 11, two ends of the interlayer wall body anchoring screw rod 11 are respectively provided with a steel base plate, and a compression spring is arranged below a nut and a gasket.
Example 2
As shown in fig. 9-11, the present embodiment differs in that: the wooden columns 21 are provided with rectangular notches 24 or dovetail-shaped notches 25, tenons on two sides of the wall 14 are inserted into the notches formed in the wooden columns on the two sides from top to bottom, tenons on the wooden beams 26 are inserted into corner columns on the two sides from top to bottom, and 3 square wooden pins 15 with the side length of 15mm are inserted into the two sides, so that the wooden beams 26 are fixed.
Example 3
As shown in fig. 12, in the embodiment 2, a wood beam 27 is added in the middle of the wall 14, the connection method is the same as that of the wood beam 26 in the embodiment 2, and 3 square wood pins 15 with the side length of 15mm are inserted after the two sides are connected.
It should be noted that, for those skilled in the art, without departing from the principle of the present invention, several improvements and modifications can be made, and these improvements and modifications should also be construed as the protection scope of the present invention. All the components not specified in the present embodiment can be realized by the prior art.
Claims (3)
1. A wood frame-well dry-type wall body mixed structure system is characterized in that: the wall-mounted type underground structure comprises a well-dry type wall body, a wood beam, a wood column, a wall body through screw rod, a foundation anchor bolt and an interlayer wall body anchoring screw rod;
the wood beam and the wood column are connected through a metal connecting piece or a mortise-tenon joint to form a beam-column type wood frame, and the wood beam or the wood column is connected with the well-dry type wall body in a tongue-and-groove mode; the wooden columns and the foundation are fixed by adopting metal connecting pieces and bolts;
the well-dry type wall comprises a plurality of wall components which are spliced, the wall components are connected in a tongue-and-groove mode, a compressible waterproof coiled material is arranged at a horizontal joint, and wood pins are inserted between the upper wall component and the lower wall component and are arranged in a staggered mode;
the well-drying wall body is fixedly connected by adopting a wall body through screw rod, steel backing plates are respectively arranged at two ends of the wall body through screw rod, a compression spring or a spring washer is matched and sleeved at a nut part of the wall body through screw rod, and the wall body through screw rod is anchored to a wall body wood component at two ends in a countersunk head form;
the well dry type wall body adopts the wall body anchor screw between the layer to connect between adjacent layer, is provided with the steel backing plate respectively at wall body anchor screw both ends between the layer, and the wall body anchor screw between the layer is furnished with compression spring or spring washer at nut position, and the wall body anchor screw adopts the countersunk head form to be two kinds at both ends: the first plate is respectively anchored on the upper layer and the lower layer of the wall body wood member adjacent to the wood beam; the second is anchored to the middle part wooden component of the upper and lower layer wall along the direction of height;
the bottommost layer of the well dry type wall body is anchored to the foundation by using a foundation bolt, a steel base plate is arranged at the top end of the foundation bolt, and a compression spring or a spring washer is matched and sleeved on the nut part of the foundation bolt;
the cross grain compression wood below the steel base plate of the wall body through screw rod, the foundation anchor bolt and the interlayer wall body anchoring screw rod is reinforced by adopting self-tapping screws.
2. The wood frame-well dry wall hybrid structural system of claim 1, wherein: the well-dry type wall top wood member is connected with the upper wood beam in a tongue-and-groove mode, the wall top wood member is tightly contacted with the wood beam in an end anchoring area, and a gap of 5mm-15mm is reserved in the middle section area in the vertical direction.
3. The wood frame-well dry wall hybrid structural system of claim 1, wherein: and a wood beam is additionally arranged along the middle section of the height of the well dry type wall body.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201911219851.4A CN110777978A (en) | 2019-12-03 | 2019-12-03 | Wood frame-well dry type wall mixed structure system |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201911219851.4A CN110777978A (en) | 2019-12-03 | 2019-12-03 | Wood frame-well dry type wall mixed structure system |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN110777978A true CN110777978A (en) | 2020-02-11 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201911219851.4A Pending CN110777978A (en) | 2019-12-03 | 2019-12-03 | Wood frame-well dry type wall mixed structure system |
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| Country | Link |
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| CN (1) | CN110777978A (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112127482A (en) * | 2020-09-16 | 2020-12-25 | 浙江美约风家居股份有限公司 | Detachable movable wooden house |
-
2019
- 2019-12-03 CN CN201911219851.4A patent/CN110777978A/en active Pending
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112127482A (en) * | 2020-09-16 | 2020-12-25 | 浙江美约风家居股份有限公司 | Detachable movable wooden house |
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