CN206545306U - A kind of laminated wood Combined concrete superstructure - Google Patents
A kind of laminated wood Combined concrete superstructure Download PDFInfo
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- CN206545306U CN206545306U CN201720191156.1U CN201720191156U CN206545306U CN 206545306 U CN206545306 U CN 206545306U CN 201720191156 U CN201720191156 U CN 201720191156U CN 206545306 U CN206545306 U CN 206545306U
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- wooden frame
- bunk
- laminated wood
- glued wooden
- shear connector
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Abstract
The utility model discloses a kind of laminated wood Combined concrete superstructure, including prefabricated reinforced concrete floor, shear connector, glued wooden frame, bunk, the tension reinforcement of the prefabricated reinforced concrete floor cast parcel the Double Faces to Install, the first-class spacing of glued wooden frame be provided with some row's shear connectors, the shear connector described in two rows that is connected just is fastened between adjacent two tension reinforcements, the shear connector connects glued wooden frame and prefabricated reinforced concrete floor, bunk is provided between the adjacent glued wooden frame, the bunk upper surface is with glued wooden frame upper surface in same level.The house that the utility model laminated wood Combined concrete building cover structure is built can realize the saving energy about 20%, using water wisely 63%, reduces consumption of wood 87%, reduces building waste about 91%, and build on-site has sufficiently responded to the call of China's green building substantially without airborne dust.
Description
Technical field
The utility model is related to building material technical field, more particularly to a kind of laminated wood-Combined concrete superstructure.
Background technology
With the propulsion that modern urbanization is carried out, steel just turn into main construction material with concrete.But with steel knot
Structure is always power consumption and heavy polluter for leading construction industry with concrete structure.In order to control the resource for polluting, protecting scarcity
With the energy, holding notional economic stability sustainable development, built using novel energy-conserving, ecological, environmental protective, high-performance, the new of low cost
Build material extremely urgent.In addition, architectural design standard, component production plant, building course mechanization and compound tube
The scientific building industrialization of reason also increasingly becomes the emphasis that China promotes green building.
Timber structure is with a long history, is one of the architecture structure form that the mankind use earliest.Early in before 3000, China,
Egyptian and this 3 ancient civilized countries of Greece have just occurred in that timber structure frame system, in subsequent a very long time, timber structure with
The features such as its excellent structural behaviour and aesthetic values, is widely applied.Glue laminated wood member is made up of dimension stock plank,
Plank connects to forming certain length by termination, is then got up again with adhesive bond, and required adhesive members are made.Pass through glue
Wood production is closed, the short and small material after logging operation and timber processing, and the small dimension wood of artificial forest tending and intermittent cutting of forest can be spelled
Connect, lamination, bonding technique, shorten as length, close narrow into width, product Bao Weihou.Laminated structure is except attractive in appearance with normal wood structure
Comfortably, outside the characteristics of energy-conserving and environment-protective, insulation, good anti-seismic performance, there is its unique performance advantage：1st, reasonably optimizing is used
Timber；2nd, industrialized production；3rd, structure type is various.Unique charm and wide applicability that laminated wood has in itself, make glue
Timber structure is closed to be widely used in the whole world.
Utility model content
The utility model is intended at least solve one of technical problem in correlation technique to a certain extent.Therefore, this reality
It is to propose a kind of laminated wood-Combined concrete superstructure with a new purpose, laminated wood-Combined concrete building cover structure is built
The house made can realize the saving energy about 20%, and using water wisely 63% reduces consumption of wood 87%, reduces building waste about
91%, and build on-site has sufficiently responded to the call of China's green building substantially without airborne dust.
According to a kind of laminated wood-Combined concrete superstructure of the utility model embodiment, including prefabricated reinforced concrete building
Plate, shear connector, glued wooden frame, bunk, the tension steel of the prefabricated reinforced concrete floor cast parcel the Double Faces to Install
Muscle, the glued first-class spacing of wooden frame be provided with some row's shear connectors, be connected two rows described in shear connector just engage
Between adjacent two tension reinforcements, the shear connector connects glued wooden frame and prefabricated reinforced concrete floor,
Bunk is provided between the adjacent glued wooden frame, the bunk upper surface is with glued wooden frame upper surface in same level.
It is described if the glued wooden frame is made up of dried layer dimension stock plank in some embodiments of the present utility model
Dimension stock plank termination connects and by adhesive bond.
In other embodiments of the present utility model, the shear connector lower semisection is thread segment, and the shearing connects
Fitting top is provided with bolt head.
In other embodiments of the present utility model, the bunk cross section is Jiong word shape.
In other embodiments of the present utility model, the glued wooden frame both sides top ends are equipped with screwed hole, described
Bunk passes through the side that bunk is fixed on to glued wooden frame in bunk two sides precession screwed hole by screw.
In other embodiments of the present utility model, the laminated wood beam width is 25-35cm.
In other embodiments of the present utility model, the prefabricated reinforced concrete slab thickness is 15-20cm.
In other embodiments of the present utility model, the shear connector length is 15-18cm.
In the utility model, 1, compared with reinforced concrete structure, laminated wood-Combined concrete building cover structure has can be again
Raw, resource and energy resource consumption is few, shock resistance and the advantages of good anti-seismic performance, also with good construction convenience, can be industrialized
Production prepare；
2nd, laminated wood-Combined concrete building cover structure has fire resistance good, and it is slow to produce carbon by surface during combustion of wood
To postpone the burning time of combining structure, concrete slab can also resist the propagation of the intensity of a fire, improve the security performance of structure；
3rd, compared with traditional timber structure, laminated wood-Combined concrete building cover structure has building height small, and bearing capacity is high
With the advantage such as vibration performance is good, and concrete slab provides preferable antiseptic effect for timber, and life cycle is long, safeguards investment
It is small, in addition, laminated wood-Combined concrete building cover structure has good soundproof effect, it can effectively reduce the propagation of noise；
4th, the house built using laminated wood-Combined concrete building cover structure can realize the saving energy about 20%, save
With water 63%, consumption of wood 87% is reduced, building waste about 91% is reduced, and build on-site is sufficiently responded to substantially without airborne dust
The call of China's green building；
5th, bunk is detachably arranged between two glued wooden frames, and wooden frame is directly mounted in traditional bunk
On, the effect that can be extremely dismantled with local lesion, meanwhile, if not needing bunk to need only to prefabricated reinforced concrete
Floor can very easily disassemble bunk and be used for next time as roof.
Brief description of the drawings
Accompanying drawing is used for providing further understanding to of the present utility model, and constitutes a part for specification, with this practicality
New embodiment is used to explain the utility model together, does not constitute to limitation of the present utility model.In the accompanying drawings：
Fig. 1 be the utility model proposes a kind of laminated wood-Combined concrete superstructure structural representation；
Fig. 2 is the structural representation of shear connector；
Fig. 3 is the structural representation of glued wooden frame；
Fig. 4 is the scheme of installation of glued wooden frame and bunk；
In figure：1- prefabricated reinforced concretes floor, the tension reinforcement of 2- the Double Faces to Install, 3- shear connectors, 31- bolts
Head, the glued wooden frame of 32- thread segments, 4-, 41- screwed holes, 5- bunks.
Embodiment
Below in conjunction with the accompanying drawing in the utility model embodiment, the technical scheme in the utility model embodiment is carried out
Clearly and completely describe, it is clear that described embodiment is only a part of embodiment of the utility model, rather than whole
Embodiment.
The example of the embodiment is shown in the drawings, wherein same or similar label represents identical or class from beginning to end
As element or the element with same or like function.The embodiments described below with reference to the accompanying drawings are exemplary, purport
For explaining the utility model, and it is not intended that to limitation of the present utility model.
In description of the present utility model, it is to be understood that term " " center ", " longitudinal direction ", " transverse direction ", " length ", " width
Degree ", " thickness ", " on ", " under ", "front", "rear", "left", "right", " vertical ", " level ", " top ", " bottom " " interior ", " outer ", " suitable
The orientation or position relationship of the instruction such as hour hands ", " counterclockwise ", " axial direction ", " radial direction ", " circumference " are based on orientation shown in the drawings
Or position relationship, be for only for ease of description the utility model and simplify and describe, rather than indicate or imply signified device or
Element must have specific orientation, with specific azimuth configuration and operation, therefore it is not intended that to limit of the present utility model
System.
In addition, term " first ", " second " are only used for describing purpose, and it is not intended that indicating or implying relative importance
Or the implicit quantity for indicating indicated technical characteristic.Thus, define " first ", the feature of " second " can express or
Implicitly include one or more this feature.In description of the present utility model, " multiple " are meant that two or two
More than, unless otherwise specifically defined.
In the utility model, unless otherwise clearly defined and limited, term " installation ", " connected ", " connection ", " Gu
It is fixed " etc. term should be interpreted broadly, for example, it may be fixedly connected or be detachably connected, or integrally；Can be
Mechanically connect or electrically connect；Can be joined directly together, can also be indirectly connected to by intermediary, can be two
The connection of element internal or the interaction relationship of two elements.For the ordinary skill in the art, can basis
Concrete condition understands concrete meaning of the above-mentioned term in the utility model.
Reference picture 1-4, a kind of laminated wood-Combined concrete superstructure, including prefabricated reinforced concrete floor 1, Shear connection
Part 2, glued wooden frame 4, bunk 5, the tension reinforcement 2 of the cast parcel the Double Faces to Install of prefabricated reinforced concrete floor 1, glued wooden frame
Some row's shear connectors 3 are provided with 4 at equal intervals, the two row's shear connectors 3 that are connected just are fastened on adjacent two tension steel
Between muscle, shear connector 3 connects glued wooden frame 4 and prefabricated reinforced concrete floor 1, between adjacent glued wooden frame 4
Provided with bunk 5, the upper surface of bunk 5 is with the glued upper surface of wooden frame 4 in same level.
In some embodiments of the present utility model, if glued wooden frame 4 is made up of dried layer dimension stock plank, specification timber
Plate termination connects and by adhesive bond.
In other embodiments of the present utility model, the lower semisection of shear connector 3 is thread segment 32, shear connector 3
Top is provided with bolt head 31.
In other embodiments of the present utility model, the cross section of bunk 5 is Jiong word shape.
In other embodiments of the present utility model, the glued both sides top ends of wooden frame 4 are equipped with screwed hole 41, bunk
5 pass through the side that bunk 5 is fixed on to glued wooden frame 4 in bunk two sides precession screwed hole 41 by screw.
Embodiment one
The wherein glued width of wooden frame 4 is 25cm, and the thickness of prefabricated reinforced concrete floor 1 is 15cm, the length of shear connector 3
For 15cm.
Embodiment two
The wherein glued width of wooden frame 4 is 30cm, and the thickness of prefabricated reinforced concrete floor 1 is 18cm, the length of shear connector 3
For 17cm.
Embodiment three
The wherein glued width of wooden frame 4 is 35cm, and the thickness of prefabricated reinforced concrete floor 1 is 20cm, the length of shear connector 3
For 18cm.
In the utility model, unless otherwise clearly defined and limited, fisrt feature is "above" or "below" second feature
Can be that the first and second features are directly contacted, or the first and second features pass through intermediary mediate contact.Moreover, first is special
Levy second feature " on ", " top " and " above " but fisrt feature directly over second feature or oblique upper, or only
Represent that fisrt feature level height is higher than second feature.Fisrt feature second feature " under ", " lower section " and " below " can be with
Be fisrt feature immediately below second feature or obliquely downward, or be merely representative of fisrt feature level height less than second feature.
In the description of this specification, reference term " one embodiment ", " some embodiments ", " example ", " specifically show
The description of example " or " some examples " etc. means to combine specific features, structure, material or the spy that the embodiment or example are described
Point is contained at least one embodiment of the present utility model or example.In this manual, to the schematic table of above-mentioned term
State and be not necessarily referring to identical embodiment or example.Moreover, specific features, structure, material or the feature of description can be
Combined in an appropriate manner in any one or more embodiments or example.
It is described above, only the utility model preferably embodiment, but protection domain of the present utility model is not
This is confined to, any one skilled in the art is in the technical scope that the utility model is disclosed, according to this practicality
New technical scheme and its utility model design are subject to equivalent substitution or change, should all cover in protection model of the present utility model
Within enclosing.
Claims (8)
1. a kind of laminated wood-Combined concrete superstructure, it is characterised in that：Including prefabricated reinforced concrete floor, shear connector,
Glued wooden frame, bunk, the tension reinforcement of the prefabricated reinforced concrete floor cast parcel the Double Faces to Install, the glued wooden frame
On at equal intervals be provided with some row's shear connectors, be connected two rows described in shear connector be just fastened on adjacent two tension steel
Between muscle, the shear connector connects glued wooden frame and prefabricated reinforced concrete floor, the adjacent glued wooden frame
Between be provided with bunk, the bunk upper surface is with glued wooden frame upper surface in same level.
2. a kind of laminated wood-Combined concrete superstructure according to claim 1, it is characterised in that：The glued wooden frame is
If being made up of dried layer dimension stock plank, the dimension stock plank termination connects and by adhesive bond.
3. a kind of laminated wood-Combined concrete superstructure according to claim 1, it is characterised in that：The shear connector
Lower semisection is thread segment, and the shear connector top is provided with bolt head.
4. a kind of laminated wood-Combined concrete superstructure according to claim 1, it is characterised in that：The bunk is transversal
Face is Jiong word shape.
5. a kind of laminated wood-Combined concrete superstructure according to claim 1, it is characterised in that：The glued wooden frame two
Side top ends are equipped with screwed hole, and the bunk is passed through by screw consolidates bunk in bunk two sides precession screwed hole
It is scheduled on the side of glued wooden frame.
6. a kind of laminated wood-Combined concrete superstructure according to claim 1, it is characterised in that：The laminated wood deck-siding
Spend for 25-35cm.
7. a kind of laminated wood-Combined concrete superstructure according to claim 1, it is characterised in that：It is described precast reinforced mixed
Solidifying Tulou plate thickness is 15-20cm.
8. a kind of laminated wood-Combined concrete superstructure according to claim 1, it is characterised in that：The shear connector
Length is 15-18cm.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720191156.1U CN206545306U (en) | 2017-02-28 | 2017-02-28 | A kind of laminated wood Combined concrete superstructure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720191156.1U CN206545306U (en) | 2017-02-28 | 2017-02-28 | A kind of laminated wood Combined concrete superstructure |
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| Publication Number | Publication Date |
|---|---|
| CN206545306U true CN206545306U (en) | 2017-10-10 |
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| Application Number | Title | Priority Date | Filing Date |
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| CN201720191156.1U Active CN206545306U (en) | 2017-02-28 | 2017-02-28 | A kind of laminated wood Combined concrete superstructure |
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Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106639091A (en) * | 2017-02-28 | 2017-05-10 | 苏州昆仑绿建木结构科技股份有限公司 | Laminated wood-concrete combined floor |
| CN110359569A (en) * | 2019-06-04 | 2019-10-22 | 东南大学 | A kind of steel wood Hybrid connections structure |
| CN113152759A (en) * | 2021-04-26 | 2021-07-23 | 中国林业科学研究院木材工业研究所 | Assembled prestressing force reinforcing quadrature veneer wood floor |
-
2017
- 2017-02-28 CN CN201720191156.1U patent/CN206545306U/en active Active
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106639091A (en) * | 2017-02-28 | 2017-05-10 | 苏州昆仑绿建木结构科技股份有限公司 | Laminated wood-concrete combined floor |
| CN110359569A (en) * | 2019-06-04 | 2019-10-22 | 东南大学 | A kind of steel wood Hybrid connections structure |
| CN113152759A (en) * | 2021-04-26 | 2021-07-23 | 中国林业科学研究院木材工业研究所 | Assembled prestressing force reinforcing quadrature veneer wood floor |
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