CN107190848A - A kind of wooden Mixed Architecture of assembled steel and its construction method - Google Patents
A kind of wooden Mixed Architecture of assembled steel and its construction method Download PDFInfo
- Publication number
- CN107190848A CN107190848A CN201710609498.5A CN201710609498A CN107190848A CN 107190848 A CN107190848 A CN 107190848A CN 201710609498 A CN201710609498 A CN 201710609498A CN 107190848 A CN107190848 A CN 107190848A
- Authority
- CN
- China
- Prior art keywords
- laminated wood
- orthogonal
- orthogonal laminated
- steel
- wedge
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Granted
Links
- 229910000831 Steel Inorganic materials 0.000 title claims abstract description 86
- 239000010959 steel Substances 0.000 title claims abstract description 86
- 238000010276 construction Methods 0.000 title claims abstract description 20
- 239000002023 wood Substances 0.000 claims abstract description 137
- 238000000034 method Methods 0.000 claims description 7
- 230000013011 mating Effects 0.000 claims description 6
- 238000005266 casting Methods 0.000 claims description 3
- 238000003780 insertion Methods 0.000 claims description 3
- 230000037431 insertion Effects 0.000 claims description 3
- 238000010586 diagram Methods 0.000 description 3
- 238000004026 adhesive bonding Methods 0.000 description 2
- 230000009286 beneficial effect Effects 0.000 description 2
- 239000003292 glue Substances 0.000 description 2
- 238000011161 development Methods 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 239000000463 material Substances 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 238000011160 research Methods 0.000 description 1
- 230000033764 rhythmic process Effects 0.000 description 1
Classifications
-
- 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
-
- 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
- E04B1/38—Connections for building structures in general
-
- 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
- E04B1/38—Connections for building structures in general
- E04B1/58—Connections for building structures in general of bar-shaped building elements
-
- 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
- E04B1/38—Connections for building structures in general
- E04B1/61—Connections for building structures in general of slab-shaped building elements with each other
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G21/00—Preparing, conveying, or working-up building materials or building elements in situ; Other devices or measures for constructional work
Abstract
The invention provides a kind of wooden Mixed Architecture of assembled steel and its construction method, wherein structural system includes multiple square hollow posts, multiple steel I-beams, multiple orthogonal glued timber aprons, multiple orthogonal laminated wood top plates and multiple orthogonal laminated wood side plates；Square hollow post is provided with wedge-shaped slot beam splice socket, and the end of steel I-beam is provided with wedge-shaped slot beam splice, and steel I-beam is connected to form steel frame by wedge-shaped slot beam splice with the wedge-shaped slot beam splice socket of direction hollow pipe column；Orthogonal glued timber apron, orthogonal laminated wood top plate and orthogonal laminated wood side plate are fixedly connected with steel I-beam by high-strength bolt so that steel frame and orthogonal glued timber apron, orthogonal laminated wood top plate and orthogonal laminated wood side plate form entirety；Using orthogonal laminated wood module and steel as main member, while anti-seismic performance is improved, energy-conserving and environment-protective, block combiner is free so that space flexible arrangement, repair and replacement are simple.
Description
Technical field
The present invention relates to field of engineering building, more particularly to a kind of wooden Mixed Architecture of assembled steel and its construction
Method.
Background technology
In recent years with the development of industrialized level, the problem of people are for assembling building aspect research becomes to be keen to
Come, original traditional cast-type concrete structure construction cycle is long, starts can not meet people to efficiency of construction and rhythm of life
Increasingly faster requirement, timber buildings are also becoming increasingly popular, but existing timber buildings anti-seismic performance is not good, log
Material is non-renewable and intensity is not enough, low construction efficiency.
The content of the invention
It is an object of the invention to for above-mentioned timber structure anti-seismic performance of the prior art it is not good the problem of there is provided one kind
Assembled steel wood Mixed Architecture and its construction method, can effectively improve anti-seismic performance.
A kind of wooden Mixed Architecture of assembled steel, including it is multiple square hollow posts, multiple steel I-beams, multiple orthogonal
Glued timber apron, multiple orthogonal laminated wood top plates and multiple orthogonal laminated wood side plates；
The square hollow post is provided with wedge-shaped slot beam splice socket, and the end of the steel I-beam is provided with wedge-shaped slot beam
Joint, the steel I-beam is connected by the wedge-shaped slot beam splice with the wedge-shaped slot beam splice socket of the direction hollow pipe column
Form steel frame；
The first spiral shell is equipped with the orthogonal glued timber apron, on orthogonal laminated wood top plate and on orthogonal laminated wood side plate
Hole, the edge of a wing of the steel I-beam is provided with the second screw；
The orthogonal glued timber apron, orthogonal laminated wood top plate and orthogonal laminated wood side plate pass through with the steel I-beam
High-strength bolt, the first screw, the second screw are fixedly connected so that the steel frame and the orthogonal glued timber apron, orthogonal glue
Close wooden top plate and orthogonal laminated wood side plate forms entirety.
Further, the wedge-shaped slot beam splice socket includes a T-shaped groove, and the T-shaped groove vicinity is provided with the
Three screws；The wedge-shaped slot beam splice includes a T-shaped projection, and the T-shaped raised surrounding is provided with the 4th screw, the T words
In the shape projection insertion T-shaped groove, and it is real by the mating connection of high-strength bolt and the 3rd screw and the 4th screw
The existing wedge-shaped slot beam splice socket is fixedly connected with the wedge-shaped slot beam splice；
The T-shaped groove size is more than the T-shaped raised 2mm, and the T-shaped groove upper end is provided with slope, the T
Font projection bottom, which is provided with, puts angle.
Further, in adjacent orthogonal laminated wood side plate, wherein being provided with the first hemisphere on an orthogonal laminated wood side plate
The first hemisphere being adapted with the first hemisphere groove is provided with body groove, another friendship laminated wood side plate same position
Projection；Adjacent orthogonal laminated wood side plate is aligned by the first hemisphere groove and the first hemisphere projection；
The 5th screw is equipped with the plate face of the adjacent orthogonal laminated wood side plate, adjacent orthogonal laminated wood side plate leads to
Cross high-strength bolt and the connection of the 5th screw.
Further, in adjacent orthogonal glued timber apron and orthogonal laminated wood top plate, set on orthogonal glued timber apron
Have and the second hemisphere projection be provided with the second hemisphere groove, orthogonal laminated wood top plate, adjacent orthogonal glued timber apron and
Orthogonal laminated wood top plate is aligned by the second hemisphere groove and the second hemisphere projection；
Adjacent orthogonal glued timber apron and the plate face of orthogonal laminated wood top plate are provided with the 6th screw, adjacent orthogonal glue
Timber apron and orthogonal laminated wood top plate is closed to connect by high-strength bolt and the 6th screw.
Further, the quantity of the first hemisphere groove is 3, and set location is triangular in shape；
The quantity of the first hemisphere projection is 3, and set location and the setting position of the first hemisphere groove
Put consistent；
The quantity of the second hemisphere groove is 3, and set location is triangular in shape；
The quantity of the second hemisphere projection is 3, and set location and the setting position of the second hemisphere groove
Put consistent.
Further, concrete has been poured in the square hollow post.
A kind of construction method of the wooden Mixed Architecture of assembled steel, including：
Previously prepared multiple square hollow posts, multiple steel I-beams, multiple orthogonal glued timber aprons, multiple orthogonal gluings
Wooden top plate and multiple orthogonal laminated wood side plates；
Wedge-shaped slot beam splice socket is set on the square hollow post, wedge shape is set in the end of the steel I-beam
Groove beam splice, first is set on the orthogonal glued timber apron, on orthogonal laminated wood top plate and on orthogonal laminated wood side plate
Screw, sets the second screw on the edge of a wing of the steel I-beam；
Square hollow post and part steel I-beam are fixed by wedge-shaped slot beam splice socket and wedge-shaped slot beam splice
Connect into lower floor's steel frame；
Orthogonal glued timber apron, orthogonal laminated wood top plate and orthogonal laminated wood side plate and steel I-beam are passed through into high-strength spiral shell
Bolt, the first screw, the second screw are attached；
The steel I-beam on upper strata is lifted, and the orthogonal laminated wood top plate on upper strata is carried out with steel I-beam by high-strength bolt
Connection.
Further, methods described also includes：
A T-shaped groove is pre-set on wedge-shaped slot beam splice socket, and is pre-set in the T-shaped groove vicinity
3rd screw, slope is pre-set in T-shaped groove upper end；
A T-shaped projection is pre-set on the wedge-shaped slot beam splice, and is pre-set around the T-shaped projection
4th screw, pre-sets in T-shaped raised bottom and puts angle；
The T-shaped projection is inserted into the T-shaped groove from top to bottom, and passes through high-strength bolt, the 3rd screw and
Four screws connect the wedge-shaped slot beam splice socket and the wedge-shaped slot beam splice.
Further, methods described also includes：
Adjacent orthogonal laminated wood side plate, pre-sets the first hemisphere groove on an orthogonal laminated wood side plate wherein,
The first hemisphere being adapted with the first hemisphere groove is pre-set in another friendship laminated wood side plate same position convex
Block, the 5th screw is pre-set on the orthogonal laminated wood side plate；
The first hemisphere groove and the first hemisphere projection are aligned, and pass through high-strength bolt and the 5th spiral shell
Adjacent orthogonal laminated wood side plate after contraposition is attached by hole；
Adjacent orthogonal glued timber apron and orthogonal laminated wood top plate, pre-sets on the orthogonal glued timber apron
Two hemisphere grooves, pre-set the second hemisphere projection on orthogonal laminated wood top plate, in the orthogonal glued timber apron and
The 6th screw is pre-set in the plate face of orthogonal laminated wood top plate；
The second hemisphere groove and the second hemisphere projection are aligned, and will be right by high-strength bolt and the 6th screw
The glued timber apron of adjacent orthogonal and orthogonal laminated wood top plate behind position are attached.
Further, methods described also includes：
The casting concrete in the square hollow post.
The wooden Mixed Architecture of assembled steel and its construction method that the present invention is provided, at least including following beneficial effect：
(1) main member, while anti-seismic performance is improved, energy-saving ring are used as using orthogonal laminated wood module and steel
Protect, block combiner is free so that space flexible arrangement, repair and replacement are simple；
(2) T-shaped groove upper end is provided with slope, and T-shaped raised bottom, which is provided with, puts angle, and T-shaped groove size is more than T
Font projection 2mm, therefore T-shaped projection can be easier to insert T-shaped groove, realize wedge-shaped slot beam splice socket and wedge-shaped slot
The rapid-aligning of beam splice and connection；Wedge-shaped slot beam is realized by the mating connection of high-strength bolt and the 3rd screw and the 4th screw
Terminal fitting is fixedly connected with wedge-shaped slot beam splice, further improves the steadiness of connection；
(3) the quick of adjacent orthogonal laminated wood side plate can be realized by the first hemisphere groove and the first hemisphere projection
And exactitude position, and with certain position-limiting action, then by the connection of high-strength bolt, realize adjacent orthogonal laminated wood side plate
Be reliably connected；
(4) neighbouring orthogonal glued timber apron can be realized by the second hemisphere groove and the second hemisphere projection
With the quickly and precisely contraposition of orthogonal laminated wood top plate, and with certain position-limiting action, then by the connection of high-strength bolt,
Realize being reliably connected for neighbouring orthogonal glued timber apron and orthogonal laminated wood top plate；
(5) three hemisphere grooves and three hemisphere projections are triangularly arranged, and can further improve the standard of contraposition
True property；
(6) concrete has been poured in square hollow post, has further improved integrally-built steadiness；
(7) component is all previously prepared in factory, and scene only need to lift and assemble, short construction period, and efficiency of construction is high, space
Flexible arrangement.
Brief description of the drawings
A kind of structural representation of embodiment of the wooden Mixed Architecture of assembled steel that Fig. 1 provides for the present invention.
Wedge-shaped slot beam splice socket and wedge-shaped slot beam connect in the assembled steel wood Mixed Architecture that Fig. 2 provides for the present invention
The structural representation of head.
Orthogonal glued timber apron, orthogonal laminated wood top in the assembled steel wood Mixed Architecture that Fig. 3 provides for the present invention
The connection diagram of plate and orthogonal laminated wood side plate and steel I-beam.
The company of adjacent orthogonal laminated wood side plate in the assembled steel wood Mixed Architecture that Fig. 4-Fig. 5 provides for the present invention
Connect schematic diagram.
Fig. 6-Fig. 7 is for orthogonal glued timber apron adjacent in the wooden Mixed Architecture of the assembled steel of the invention provided and just
Hand over the connection diagram of laminated wood top plate.
Embodiment
To make the purpose of the present invention, technical scheme and effect clearer, clear and definite, develop simultaneously embodiment pair referring to the drawings
The present invention is further described.It should be appreciated that specific embodiment described herein is not used to only to explain the present invention
Limit the present invention.
Embodiment one
With reference to Fig. 1-Fig. 3, the present embodiment provides a kind of assembled steel wooden Mixed Architecture, including multiple square hollows
Post 101, multiple steel I-beams 102, multiple orthogonal glued timber aprons 103, multiple orthogonal laminated wood top plates 104 and multiple orthogonal
Laminated wood side plate 105；
Square hollow post 101 is provided with wedge-shaped slot beam splice socket 1011, and the end of steel I-beam is provided with wedge-shaped slot beam
Joint 1021, steel I-beam 102 passes through wedge-shaped slot beam splice 1021 and the wedge-shaped slot beam splice socket of direction hollow pipe column 101
1011 connections form steel frame；
It is equipped with orthogonal glued timber apron 103, on orthogonal laminated wood top plate 104 and on orthogonal laminated wood side plate 105
First screw 106, the edge of a wing of steel I-beam 102 is provided with the second screw 107；
Orthogonal glued timber apron 103, orthogonal laminated wood top plate 104 and orthogonal laminated wood side plate 105 lead to steel I-beam
High-strength bolt, the first screw 106, the second screw 107 is crossed to be fixedly connected so that the steel frame and orthogonal glued timber apron 103,
Orthogonal laminated wood top plate 104 and orthogonal laminated wood side plate 105 form entirety.
The wooden Mixed Architecture of assembled steel that the present embodiment is provided, using orthogonal laminated wood module and steel as main
Component, while anti-seismic performance is improved, energy-conserving and environment-protective, block combiner is free so that space flexible arrangement, repair and replacement letter
It is single.
With reference to Fig. 2, wedge-shaped slot beam splice socket 1011 includes being provided with around a T-shaped groove 1012, T-shaped groove 1012
3rd screw 1013；Wedge-shaped slot beam splice 1021 includes being provided with the 4th spiral shell around one T-shaped raised 1022, T-shaped raised 1022
In hole 1023, the T-shaped groove 1012 of T-shaped raised 1022 insertion, and pass through high-strength bolt and the 3rd screw 1013 and the 4th spiral shell
Being fixedly connected for wedge-shaped slot beam splice socket 1011 and wedge-shaped slot beam splice 1021 is realized in the mating connection in hole 1023；
The T-shaped size of groove 1012 is more than T-shaped raised 2mm, and the T-shaped upper end of groove 1012 is provided with slope, T-shaped projection
1022 bottoms, which are provided with, puts angle.
T-shaped projection inserts T-shaped groove from top to bottom, because T-shaped groove upper end is provided with slope, T-shaped raised bottom
Portion, which is provided with, puts angle, and T-shaped groove size is more than T-shaped raised 2mm, therefore T-shaped projection can be easier to insert T-shaped
Groove, realizes rapid-aligning and the connection of wedge-shaped slot beam splice socket and wedge-shaped slot beam splice.Pass through high-strength bolt and the 3rd spiral shell
Being fixedly connected for wedge-shaped slot beam splice socket and wedge-shaped slot beam splice is realized in hole and the mating connection of the 4th screw, further improves
The steadiness of connection.
Further, with reference to Fig. 4 and Fig. 5, in adjacent orthogonal laminated wood side plate 105, wherein an orthogonal laminated wood side plate
On be provided with the first hemisphere groove 1051, be provided with and the first hemisphere groove in another friendship laminated wood side plate same position
1051 the first hemisphere projections 1052 being adapted；Adjacent orthogonal laminated wood side plate 105 passes through the first hemisphere groove 1051
Aligned with the first hemisphere projection 1052；
The 5th screw 1053 is equipped with the plate face of adjacent orthogonal laminated wood side plate, adjacent orthogonal laminated wood side plate leads to
Cross high-strength bolt and the connection of the 5th screw.
By the first hemisphere groove and the first hemisphere projection can realize the quick of adjacent orthogonal laminated wood side plate and
Exactitude position, and with certain position-limiting action, then by the connection of high-strength bolt, realize adjacent orthogonal laminated wood side plate
It is reliably connected.
Further, with reference to Fig. 6-Fig. 7, neighbouring orthogonal glued timber apron 103 and orthogonal laminated wood top plate 104
In, it is provided with orthogonal glued timber apron 103 on second hemisphere groove 1031, orthogonal laminated wood top plate 104 and is provided with second
Hemisphere projection 1041, adjacent orthogonal glued timber apron 103 and orthogonal laminated wood top plate 104 pass through the second hemisphere groove
1031 and second hemisphere projection 1041 align；
Adjacent orthogonal glued timber apron 103 and the plate face of orthogonal laminated wood top plate 104 are provided with the 6th screw (in figure not
Show), adjacent orthogonal glued timber apron 103 and orthogonal laminated wood top plate 104 are connected by high-strength bolt and the 6th screw.
By the second hemisphere groove and the second hemisphere projection can realize neighbouring orthogonal glued timber apron and
The quickly and precisely contraposition of orthogonal laminated wood top plate, and with certain position-limiting action, then by the connection of high-strength bolt, it is real
Existing neighbouring orthogonal glued timber apron and orthogonal laminated wood top plate are reliably connected.
As a preferred embodiment, the quantity of the first hemisphere groove is 3, and set location is triangular in shape；
The quantity of first hemisphere projection is 3, and set location and the set location one of the first hemisphere groove
Cause；
The quantity of second hemisphere groove is 3, and set location is triangular in shape；
The quantity of second hemisphere projection is 3, and set location and the set location one of the second hemisphere groove
Cause.
Three hemisphere grooves and three hemisphere projections are triangularly arranged, and can further improve the accurate of contraposition
Property.
As a preferred embodiment, having poured concrete in square hollow post 101, structure is further improved
Steadiness.
The wooden Mixed Architecture of assembled steel that the present embodiment is provided, at least including following beneficial effect：
(1) main member, while anti-seismic performance is improved, energy-saving ring are used as using orthogonal laminated wood module and steel
Protect, block combiner is free so that space flexible arrangement, repair and replacement are simple；
(2) T-shaped groove upper end is provided with slope, and T-shaped raised bottom, which is provided with, puts angle, and T-shaped groove size is more than T
Font projection 2mm, therefore T-shaped projection can be easier to insert T-shaped groove, realize wedge-shaped slot beam splice socket and wedge-shaped slot
The rapid-aligning of beam splice and connection；Wedge-shaped slot beam is realized by the mating connection of high-strength bolt and the 3rd screw and the 4th screw
Terminal fitting is fixedly connected with wedge-shaped slot beam splice, further improves the steadiness of connection；
(3) the quick of adjacent orthogonal laminated wood side plate can be realized by the first hemisphere groove and the first hemisphere projection
And exactitude position, and with certain position-limiting action, then by the connection of high-strength bolt, realize adjacent orthogonal laminated wood side plate
Be reliably connected；
(4) neighbouring orthogonal glued timber apron can be realized by the second hemisphere groove and the second hemisphere projection
With the quickly and precisely contraposition of orthogonal laminated wood top plate, and with certain position-limiting action, then by the connection of high-strength bolt,
Realize being reliably connected for neighbouring orthogonal glued timber apron and orthogonal laminated wood top plate；
(5) three hemisphere grooves and three hemisphere projections are triangularly arranged, and can further improve the standard of contraposition
True property；
(6) concrete has been poured in square hollow post, has further improved integrally-built steadiness.
Embodiment two
The present embodiment provides a kind of construction method of the wooden Mixed Architecture of assembled steel, including：
Previously prepared multiple square hollow posts, multiple steel I-beams, multiple orthogonal glued timber aprons, multiple orthogonal gluings
Wooden top plate and multiple orthogonal laminated wood side plates；
Wedge-shaped slot beam splice socket is set on the square hollow post, wedge shape is set in the end of the steel I-beam
Groove beam splice, first is set on the orthogonal glued timber apron, on orthogonal laminated wood top plate and on orthogonal laminated wood side plate
Screw, sets the second screw on the edge of a wing of the steel I-beam；
Square hollow post and part steel I-beam are fixed by wedge-shaped slot beam splice socket and wedge-shaped slot beam splice
Connect into lower floor's steel frame；
Orthogonal glued timber apron, orthogonal laminated wood top plate and orthogonal laminated wood side plate and steel I-beam are passed through into high-strength spiral shell
Bolt, the first screw, the second screw are attached；
The steel I-beam on upper strata is lifted, and the orthogonal laminated wood top plate on upper strata is carried out with steel I-beam by high-strength bolt
Connection.
Multiple square hollow posts, multiple steel I-beams, multiple orthogonal glued timber aprons, multiple orthogonal laminated wood top plates with
And multiple orthogonal laminated wood side plates are prepared in factory, the scene of transporting afterwards is assembled.
Specifically, a T-shaped groove is pre-set on wedge-shaped slot beam splice socket, and in the T-shaped groove vicinity
The 3rd screw is pre-set, slope is pre-set in T-shaped groove upper end；
A T-shaped projection is pre-set on the wedge-shaped slot beam splice, and is pre-set around the T-shaped projection
4th screw, pre-sets in T-shaped raised bottom and puts angle.
When assembling square hollow post and part steel I-beam, the T-shaped projection is inserted described T-shaped from top to bottom
Groove, and the wedge-shaped slot beam splice socket and the wedge-shaped slot beam are connected by high-strength bolt, the 3rd screw and the 4th screw
Joint.
Further, when assembling adjacent orthogonal laminated wood side plate, pre-set wherein on an orthogonal laminated wood side plate
First hemisphere groove, pre-sets in another friendship laminated wood side plate same position and is adapted with the first hemisphere groove
The first hemisphere projection, pre-set the 5th screw on the orthogonal laminated wood side plate；
The first hemisphere groove and the first hemisphere projection are aligned, and pass through high-strength bolt and the 5th spiral shell
Adjacent orthogonal laminated wood side plate after contraposition is attached by hole.
When assembling adjacent orthogonal glued timber apron and orthogonal laminated wood top plate, on the orthogonal glued timber apron in advance
Second hemisphere groove is set, the second hemisphere projection is pre-set on orthogonal laminated wood top plate, in the orthogonal laminated wood
The 6th screw is pre-set in the plate face of bottom plate and orthogonal laminated wood top plate；
The second hemisphere groove and the second hemisphere projection are aligned, and will be right by high-strength bolt and the 6th screw
The glued timber apron of adjacent orthogonal and orthogonal laminated wood top plate behind position are attached.
As a preferred embodiment, methods described also includes：
The casting concrete in the square hollow post.
The construction method for the wooden Mixed Architecture of assembled steel that the present embodiment is provided, component is all previously prepared in factory,
Scene only need to lift and assemble, short construction period, and efficiency of construction is high, space flexible arrangement.
It should be appreciated that for those of ordinary skills, can according to the above description be improved or converted,
And all these modifications and variations should all belong to the protection domain of appended claims of the present invention.
Claims (10)
1. the wooden Mixed Architecture of a kind of assembled steel, it is characterised in that including multiple square hollow posts, multiple I-steel
Beam, multiple orthogonal glued timber aprons, multiple orthogonal laminated wood top plates and multiple orthogonal laminated wood side plates；
The square hollow post is provided with wedge-shaped slot beam splice socket, and the end of the steel I-beam connects provided with wedge-shaped slot beam
Head, the steel I-beam is connected shape by the wedge-shaped slot beam splice with the wedge-shaped slot beam splice socket of the direction hollow pipe column
Into steel frame；
The first screw is equipped with the orthogonal glued timber apron, on orthogonal laminated wood top plate and on orthogonal laminated wood side plate,
The edge of a wing of the steel I-beam is provided with the second screw；
The orthogonal glued timber apron, orthogonal laminated wood top plate and orthogonal laminated wood side plate pass through high-strength with the steel I-beam
Bolt, the first screw, the second screw are fixedly connected so that the steel frame and the orthogonal glued timber apron, orthogonal laminated wood
Top plate and orthogonal laminated wood side plate form entirety.
2. the wooden Mixed Architecture of assembled steel according to claim 1, it is characterised in that the wedge-shaped slot beam splice is inserted
Seat includes a T-shaped groove, and the T-shaped groove vicinity is provided with the 3rd screw；It is T-shaped convex that the wedge-shaped slot beam splice includes one
Rise, the T-shaped raised surrounding is provided with the 4th screw, the T-shaped raised insertion T-shaped groove, and by high-strength
The wedge-shaped slot beam splice socket and the wedge-shaped slot beam are realized in the mating connection of bolt and the 3rd screw and the 4th screw
Joint is fixedly connected；
The T-shaped groove size is more than the T-shaped raised 2mm, and the T-shaped groove upper end is provided with slope, described T-shaped
Raised bottom, which is provided with, puts angle.
3. the wooden Mixed Architecture of assembled steel according to claim 1, it is characterised in that adjacent orthogonal laminated wood side
In plate, wherein being provided with the first hemisphere groove on an orthogonal laminated wood side plate, set in another friendship laminated wood side plate same position
It is equipped with the first hemisphere projection being adapted with the first hemisphere groove；Adjacent orthogonal laminated wood side plate passes through described
One hemisphere groove and the contraposition of the first hemisphere projection；
The 5th screw is equipped with the plate face of the adjacent orthogonal laminated wood side plate, adjacent orthogonal laminated wood side plate passes through height
Strength bolt and the connection of the 5th screw.
4. the wooden Mixed Architecture of assembled steel according to claim 3, it is characterised in that adjacent orthogonal laminated wood bottom
In plate and orthogonal laminated wood top plate, it is provided with the second hemisphere groove, orthogonal laminated wood top plate and sets on orthogonal glued timber apron
The second hemisphere projection is equipped with, adjacent orthogonal glued timber apron and orthogonal laminated wood top plate pass through the second hemisphere groove
With the contraposition of the second hemisphere projection；
Adjacent orthogonal glued timber apron and the plate face of orthogonal laminated wood top plate are provided with the 6th screw, adjacent orthogonal laminated wood
Bottom plate and orthogonal laminated wood top plate are connected by high-strength bolt and the 6th screw.
5. the wooden Mixed Architecture of assembled steel according to claim 4, it is characterised in that the first hemisphere groove
Quantity be 3, and set location is triangular in shape；
The quantity of the first hemisphere projection is 3, and set location and the set location one of the first hemisphere groove
Cause；
The quantity of the second hemisphere groove is 3, and set location is triangular in shape；
The quantity of the second hemisphere projection is 3, and set location and the set location one of the second hemisphere groove
Cause.
6. the wooden Mixed Architecture of assembled steel according to claim 1, it is characterised in that in the square hollow post
Concrete is poured.
7. a kind of construction method of the wooden Mixed Architecture of assembled steel, it is characterised in that including：
Previously prepared multiple square hollow posts, multiple steel I-beams, multiple orthogonal glued timber aprons, multiple orthogonal laminated wood tops
Plate and multiple orthogonal laminated wood side plates；
Wedge-shaped slot beam splice socket is set on the square hollow post, wedge-shaped slot beam is set in the end of the steel I-beam
Joint, the first screw is set on the orthogonal glued timber apron, on orthogonal laminated wood top plate and on orthogonal laminated wood side plate,
Second screw is set on the edge of a wing of the steel I-beam；
Square hollow post and part steel I-beam are fixedly connected by wedge-shaped slot beam splice socket with wedge-shaped slot beam splice
Into lower floor's steel frame；
By orthogonal glued timber apron, orthogonal laminated wood top plate and orthogonal laminated wood side plate and steel I-beam by high-strength bolt,
First bolt, the second bolt are attached；
The steel I-beam on upper strata is lifted, and the orthogonal laminated wood top plate on upper strata is connected with steel I-beam by high-strength bolt
Connect.
8. the construction method of the wooden Mixed Architecture of assembled steel according to claim 7, it is characterised in that methods described
Also include：
A T-shaped groove is pre-set on wedge-shaped slot beam splice socket, and the 3rd is pre-set in the T-shaped groove vicinity
Screw, slope is pre-set in T-shaped groove upper end；
A T-shaped projection is pre-set on the wedge-shaped slot beam splice, and the 4th is pre-set around the T-shaped projection
Screw, pre-sets in T-shaped raised bottom and puts angle；
The T-shaped projection is inserted into the T-shaped groove from top to bottom, and passes through high-strength bolt, the 3rd screw and the 4th spiral shell
Hole connects the wedge-shaped slot beam splice socket and the wedge-shaped slot beam splice.
9. the construction method of the wooden Mixed Architecture of assembled steel according to claim 7, it is characterised in that methods described
Also include：
Adjacent orthogonal laminated wood side plate, pre-sets the first hemisphere groove, another on an orthogonal laminated wood side plate wherein
The first hemisphere projection being adapted with the first hemisphere groove is pre-set in one friendship laminated wood side plate same position,
The 5th screw is pre-set on the orthogonal laminated wood side plate；
The first hemisphere groove and the first hemisphere projection are aligned, and will by high-strength bolt and the 5th screw
Adjacent orthogonal laminated wood side plate after contraposition is attached；
Adjacent orthogonal glued timber apron and orthogonal laminated wood top plate, pre-sets the second half on the orthogonal glued timber apron
Spheroid groove, pre-sets the second hemisphere projection on orthogonal laminated wood top plate, in the orthogonal glued timber apron and orthogonal
The 6th screw is pre-set in the plate face of laminated wood top plate；
The second hemisphere groove and the second hemisphere projection are aligned, and by high-strength bolt and the 6th screw by after contraposition
The glued timber apron of adjacent orthogonal and orthogonal laminated wood top plate be attached.
10. the construction method of the wooden Mixed Architecture of assembled steel according to claim 7, it is characterised in that the side
Method also includes：
The casting concrete in the square hollow post.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710609498.5A CN107190848B (en) | 2017-07-25 | 2017-07-25 | Assembled steel-wood mixed structure system and construction method thereof |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710609498.5A CN107190848B (en) | 2017-07-25 | 2017-07-25 | Assembled steel-wood mixed structure system and construction method thereof |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN107190848A true CN107190848A (en) | 2017-09-22 |
| CN107190848B CN107190848B (en) | 2024-01-09 |
Family
ID=59884131
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201710609498.5A Active CN107190848B (en) | 2017-07-25 | 2017-07-25 | Assembled steel-wood mixed structure system and construction method thereof |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN107190848B (en) |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108999278A (en) * | 2018-10-12 | 2018-12-14 | 扬州市建筑设计院有限公司 | A kind of steel wood composite shear wall structure building systems |
| CN109024892A (en) * | 2018-09-19 | 2018-12-18 | 华北水利水电大学 | A kind of wood-concrete frame structure assembled architecture |
| CN109750794A (en) * | 2019-03-13 | 2019-05-14 | 沈阳工业大学 | Steel and wood composite column and combined method |
| CN114703961A (en) * | 2022-03-24 | 2022-07-05 | 扬州大学 | Steel-wood combined structure frame |
Citations (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| DE2409506A1 (en) * | 1974-02-28 | 1975-09-11 | Giulini Gmbh Geb | Frame-truss-construction prefabricated-component house - with dividing walls of plasterboard or similar elastically joined to load bearing structure |
| CN101314962A (en) * | 2008-07-17 | 2008-12-03 | 南京工业大学 | Fabricated building of composite material |
| CN106013421A (en) * | 2016-06-15 | 2016-10-12 | 黄山学院 | Building method for steel-wood combined assembling type fiber concrete building |
| CN106337504A (en) * | 2016-10-14 | 2017-01-18 | 天津大学 | Beam column node of assembling type wooden framework structure |
| CN106836526A (en) * | 2016-12-23 | 2017-06-13 | 大元建业集团股份有限公司 | Prefabricated reinforced concrete composite thermal-insulation external wall panel and its making and installation method |
| CN106836842A (en) * | 2017-02-21 | 2017-06-13 | 安徽工业大学 | Ancient architecture wooden frame post mortise and tenon joint reinforcing device |
| CN106930409A (en) * | 2017-05-09 | 2017-07-07 | 北京建筑大学 | A kind of assembled accentric support steel frame system of replaceable dissipative links |
| CN207176911U (en) * | 2017-07-25 | 2018-04-03 | 广州大学 | A kind of assembled steel wood Mixed Architecture |
-
2017
- 2017-07-25 CN CN201710609498.5A patent/CN107190848B/en active Active
Patent Citations (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| DE2409506A1 (en) * | 1974-02-28 | 1975-09-11 | Giulini Gmbh Geb | Frame-truss-construction prefabricated-component house - with dividing walls of plasterboard or similar elastically joined to load bearing structure |
| CN101314962A (en) * | 2008-07-17 | 2008-12-03 | 南京工业大学 | Fabricated building of composite material |
| CN106013421A (en) * | 2016-06-15 | 2016-10-12 | 黄山学院 | Building method for steel-wood combined assembling type fiber concrete building |
| CN106337504A (en) * | 2016-10-14 | 2017-01-18 | 天津大学 | Beam column node of assembling type wooden framework structure |
| CN106836526A (en) * | 2016-12-23 | 2017-06-13 | 大元建业集团股份有限公司 | Prefabricated reinforced concrete composite thermal-insulation external wall panel and its making and installation method |
| CN106836842A (en) * | 2017-02-21 | 2017-06-13 | 安徽工业大学 | Ancient architecture wooden frame post mortise and tenon joint reinforcing device |
| CN106930409A (en) * | 2017-05-09 | 2017-07-07 | 北京建筑大学 | A kind of assembled accentric support steel frame system of replaceable dissipative links |
| CN207176911U (en) * | 2017-07-25 | 2018-04-03 | 广州大学 | A kind of assembled steel wood Mixed Architecture |
Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109024892A (en) * | 2018-09-19 | 2018-12-18 | 华北水利水电大学 | A kind of wood-concrete frame structure assembled architecture |
| CN108999278A (en) * | 2018-10-12 | 2018-12-14 | 扬州市建筑设计院有限公司 | A kind of steel wood composite shear wall structure building systems |
| CN108999278B (en) * | 2018-10-12 | 2023-06-02 | 扬州市建筑设计研究院有限公司 | House system with steel-wood composite shear wall structure |
| CN109750794A (en) * | 2019-03-13 | 2019-05-14 | 沈阳工业大学 | Steel and wood composite column and combined method |
| 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 |
Also Published As
| Publication number | Publication date |
|---|---|
| CN107190848B (en) | 2024-01-09 |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN107190848A (en) | A kind of wooden Mixed Architecture of assembled steel and its construction method | |
| CN109853739B (en) | Assembled steel-wood combined node | |
| CN207176911U (en) | A kind of assembled steel wood Mixed Architecture | |
| CN206554274U (en) | Novel fabricated timber buildings cross steel plate connecting node | |
| CN205617562U (en) | Steel structure beam column joint assembled connection structure | |
| CN106836488A (en) | A kind of timber structure cross steel plate node connection | |
| CN206737119U (en) | A kind of replaceable Prefabricated Concrete frame joint of beam-ends with elliptical aperture splicing steel plate | |
| CN103669594A (en) | Special-shaped steel column frame structure joint easy to restore after earthquake | |
| CN103669567B (en) | Easily steel hetermorphiscal column-prestressing force accentric support frame is repaired after a kind of shake | |
| CN102061742A (en) | Shockproof reinforced concrete pseudo-classic building structural system | |
| CN105220777B (en) | Reinforced timber structure energy dissipation node | |
| CN201021546Y (en) | A transparent plastic building mould slab | |
| CN209040280U (en) | A kind of assembled connecting node of double brackets | |
| CN214833464U (en) | Beam column connecting piece | |
| CN106368318A (en) | Column-column joint of assembly type frame structure and construction method | |
| CN211690774U (en) | Wood structure building beam column connected node structure | |
| CN105971117B (en) | A kind of pseudo-classic architecture steel-frame structure using Box section beam | |
| CN211849988U (en) | Anti-overturning wood structure column | |
| CN207793904U (en) | A kind of road and bridge crack ruggedized construction | |
| CN208934111U (en) | A kind of steel structure frame combined joint | |
| CN107989172A (en) | Corner fittings connects light body plate structure house | |
| CN210857261U (en) | Prefabricated reinforced concrete basis that can splice | |
| CN113175084A (en) | Wood structure assembled self-tapping screw and bolt combination node | |
| CN106013444A (en) | Assembled type wood structure X-shaped beam column energy dissipation joint | |
| CN206784612U (en) | A kind of large-span truss end antidetonation anticreep drop node |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| PB01 | Publication | ||
| PB01 | Publication | ||
| SE01 | Entry into force of request for substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| GR01 | Patent grant | ||
| GR01 | Patent grant |