CN208884718U - A kind of wood-concrete frame structure assembled architecture - Google Patents
A kind of wood-concrete frame structure assembled architecture Download PDFInfo
- Publication number
- CN208884718U CN208884718U CN201821527261.9U CN201821527261U CN208884718U CN 208884718 U CN208884718 U CN 208884718U CN 201821527261 U CN201821527261 U CN 201821527261U CN 208884718 U CN208884718 U CN 208884718U
- Authority
- CN
- China
- Prior art keywords
- concrete frame
- clt
- superstructure
- wood
- assembled architecture
- 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.)
- Active
Links
Landscapes
- Buildings Adapted To Withstand Abnormal External Influences (AREA)
Abstract
The utility model discloses a kind of wood-concrete frame structure assembled architecture, including concrete frame, lateral resisting wall and superstructure, the concrete frame is precast concrete frame, and the lateral resisting wall is CLT lateral resisting wall, and the superstructure is CLT superstructure.The utility model makes full use of the advantage of different structure, effectively reduces dead load, and can reach transverse structure requirement, saving construction-time, save the cost, and adaptation to local conditions is environmentally protective.
Description
Technical field
The utility model relates to assembled architecture technical fields, and in particular to a kind of wood-concrete frame structure assembled
Building.
Background technique
The wooden Temperature Variation In Buildings of Mixed Structures refers to by timber structure or its structure/component and other materials (such as steel, armored concrete or masonry
Incombustible construction) the common stress of composition structural system.Cross-bedding building blocks, abbreviation CLT(Cross-Laminated Timber), be
A kind of novel modern wood structure assembled architecture material not only has the institute of timber buildings advantageous, also has good mechanics
Performance, dimensional stability and fire resistance, since its production is simple, cost is relatively low, is able to be widely used in wood knot on the middle and senior level
During building is built.But CLT is applied to the technology of the wooden Temperature Variation In Buildings of Mixed Structures also in the initial development stage.
Currently, the general type of more high level CLT wood Temperature Variation In Buildings of Mixed Structures are as follows: ground and the first floor use steel and concrete structure, upper layer
Using the mixed structure form of CLT shear wall and Core Walls Structure.The shortcomings that this structure is: every floor lid will bear to come from upper layer
The weight of building, very high for the compression strength perpendicular to grain requirement of outermost layer wall, overall structure can be pressurized due to timber itself
It deforms and compressive deformation occurs, significantly limit development of the CLT wood Temperature Variation In Buildings of Mixed Structures in terms of height.How to build more
High more environmentally friendly timber structure combination construction becomes current technical problem.
Utility model content
Aiming at the problems existing in the prior art, the utility model provides a kind of novel green wood-concrete frame structure
Assembled architecture,
It mainly include precast concrete frame, CLT lateral resisting wall and CLT superstructure.The utility model makes full use of different knots
The advantage of structure effectively reduces dead load, and can reach transverse structure requirement, saving construction-time, save the cost,
Adaptation to local conditions, it is environmentally protective.
To achieve the goals above, the technical scheme adopted by the utility model is a kind of wood-concrete frame structure dress
It is built with formula, including concrete frame, lateral resisting wall and superstructure, particularly, the concrete frame is precast concrete frame,
The lateral resisting wall is CLT lateral resisting wall, and the superstructure is CLT superstructure.
Further, pass through metal between the precast concrete frame and the CLT lateral resisting wall and the CLT superstructure
Connector and fastener are attached fixation.
Preferably, the fastener is screw or anchor bolt.
Preferably, the CLT superstructure is solid arch without beam or box floor.
Compared with prior art, the utility model has the following beneficial effects: (1) the utility model is by cross-bedding building blocks
CLT wall, CLT Structural Floor System and concrete frame structure is organic gathers, the upper layer that every floor lid is born is built
The weight transmitting built is deposited into concrete frame structure to efficiently solve traditional cross-bedding building blocks skyscraper form
A series of problems；(2) the utility model makes full use of the advantage of different structure, effectively reduces dead load, and
It can reach transverse structure requirement, save construction-time, save the cost, adaptation to local conditions is environmentally protective.
Detailed description of the invention
Fig. 1 is the structural schematic diagram of the building unit model of the utility model；
Fig. 2 is the side view of Fig. 1.
Specific embodiment
Disclosed by the utility model is a kind of wood-concrete frame structure assembled architecture, to construction scope there is no into
Row limitation, can be the small-scale building of single layer, be also possible to the extensive building of multilayer or high level.In order to make it easy to understand,
The utility model is described in detail using the building unit model (shown in Fig. 1 and 2) of a single layer list standard width of a room in an old-style house.
It is as shown in Figure 1 the building unit model structure schematic diagram of the utility model, which is the single layer list standard width of a room in an old-style house
Model, including precast concrete frame 1, CLT lateral resisting wall 2 and CLT superstructure 3.CLT superstructure 3 can for solid arch without beam or
Person's box floor, shown in Fig. 1 in, the CLT superstructure positioned at 2 top of CLT lateral resisting wall is solid arch without beam, is located at CLT anti-side
The CLT superstructure of 2 lower part of power wall is box floor.It of courses, this is only a kind of preferred form of CLT superstructure, as other realities
Example is applied, upper and lower CLT superstructure can be all made of solid arch without beam or be all made of box floor.
The precast concrete frame of Fig. 1 institute representation model uses C30 concrete, and steel bar stress uses HPB335 grades of muscle, stirrup
Using HPB300 grades of muscle, layer high 2800mm, span 3000mm.Further, precast concrete frame 1 and CLT lateral resisting wall 2 and
Fixation is attached by metal connecting piece and fastener between CLT superstructure 3, it is preferable that fastener be screw or anchor bolt,
The model and size of metal connecting piece and fastener, which can according to need, to be selected.
The utility model makes full use of the advantage of CLT wall, CLT Structural Floor System and concrete frame structure, effectively
Ground reduces dead load, and can reach transverse structure requirement, effectively increases CLT wood Temperature Variation In Buildings of Mixed Structures in height side
The development in face can build higher more environmentally friendly timber structure combination construction, and save construction-time, save the cost, because of ground
Suiting measures to different conditions, it is environmentally protective.
Embodiment described above is only that the preferred embodiment of technical solutions of the utility model is described, not pair
The scope of the utility model is defined, under the premise of not departing from the spirit of the design of the utility model, ordinary skill people
The various changes and improvements that member makes the technical solution of the utility model, the claims that should all fall into the utility model are true
In fixed protection scope.
Claims (4)
1. a kind of wood-concrete frame structure assembled architecture, including concrete frame, lateral resisting wall and superstructure, feature exist
In: the concrete frame is precast concrete frame, and the lateral resisting wall is CLT lateral resisting wall, and the superstructure is the building CLT
Lid.
2. wood according to claim 1-concrete frame structure assembled architecture, it is characterised in that: the concrete
Fixation is attached by metal connecting piece and fastener between native frame and the CLT lateral resisting wall and the CLT superstructure.
3. wood according to claim 2-concrete frame structure assembled architecture, it is characterised in that: the fastener is
Screw or anchor bolt.
4. wood according to claim 1 or 2 or 3-concrete frame structure assembled architecture, it is characterised in that: the CLT
Superstructure is solid arch without beam or box floor.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201821527261.9U CN208884718U (en) | 2018-09-19 | 2018-09-19 | A kind of wood-concrete frame structure assembled architecture |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201821527261.9U CN208884718U (en) | 2018-09-19 | 2018-09-19 | A kind of wood-concrete frame structure assembled architecture |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN208884718U true CN208884718U (en) | 2019-05-21 |
Family
ID=66512859
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201821527261.9U Active CN208884718U (en) | 2018-09-19 | 2018-09-19 | A kind of wood-concrete frame structure assembled architecture |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN208884718U (en) |
Cited By (1)
| 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 |
-
2018
- 2018-09-19 CN CN201821527261.9U patent/CN208884718U/en active Active
Cited By (1)
| 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 |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN208668681U (en) | A kind of bamboo-steel compound frame shear wall | |
| CN106592825A (en) | Assembly type wood frame energy-saving shear wall | |
| CN208884718U (en) | A kind of wood-concrete frame structure assembled architecture | |
| CN208183951U (en) | A kind of structural slab containing bamboo cane | |
| CN108708479B (en) | Orthogonal laminated wood shear wall-concrete core cylinder mixing Lateral Resistant System | |
| CN206545306U (en) | A kind of laminated wood Combined concrete superstructure | |
| CN207160246U (en) | A kind of prefabricated buildings based on light gauge cold-formed steel shape | |
| CN203080799U (en) | Coupling beam combining steel plates and high-strength concrete | |
| CN202073184U (en) | L-shaped angle steel reinforced wood structure mortise and tenon joint | |
| CN208137176U (en) | A kind of prefabricated assembled filling wall of the novel raw-soil | |
| CN109024892A (en) | A kind of wood-concrete frame structure assembled architecture | |
| CN103334528B (en) | Multifunction structure combination roof | |
| CN108166657A (en) | A kind of cold bending thin wall Z-shape steel and the steel and wood composite superstructure of straw board combination | |
| CN107190912A (en) | A kind of strong supporting ＆ stablizing type girder | |
| CN207110233U (en) | A kind of strong support safety, stable type girder | |
| CN206888339U (en) | A kind of frame system adds the novel straw filled composite wood wallboard of covering | |
| CN210217207U (en) | Brick brickwork infilled wall plane external reinforcement device among traditional timber structure | |
| CN208167960U (en) | A kind of assembled-type house | |
| CN209227757U (en) | Modularization stitching lamination wood keeps the temperature multifunction structure plate | |
| CN208533817U (en) | A kind of lightweight aggregate concrete-bamboo wood composite floor system | |
| CN106639091A (en) | Laminated wood-concrete combined floor | |
| CN208396072U (en) | A kind of steel reinforced concrete compound shear wall | |
| CN208792622U (en) | A kind of light gauge cold-formed steel shape lightweight concrete composition column | |
| CN208309878U (en) | Insulation board Side fascia and roof boarding connecting node | |
| CN209261053U (en) | High-performance steel performance column |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant |