CN209179197U - A kind of CLT profiled sheet cladding Core Walls Structure - Google Patents
A kind of CLT profiled sheet cladding Core Walls Structure Download PDFInfo
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- CN209179197U CN209179197U CN201822026777.1U CN201822026777U CN209179197U CN 209179197 U CN209179197 U CN 209179197U CN 201822026777 U CN201822026777 U CN 201822026777U CN 209179197 U CN209179197 U CN 209179197U
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- clt
- profiled sheet
- cladding core
- plate
- bolt hole
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Abstract
The utility model provides a kind of CLT profiled sheet cladding Core Walls Structure, comprising: cladding core wall, CLT coupling beam, bolt, nut, rectangular hollow steel column.The cladding core wall is by outside CLT plate, profiled sheet, inside CLT board group at；The cladding core wall offers bolt hole, and CLT coupling beam offers notch and bolt hole, and rectangular hollow steel column offers bolt hole, and outside CLT plate offers bolt hole, and profiled sheet offers bolt hole, and inside CLT plate offers bolt hole.Adjacent cladding core wall is anchored together by rectangular hollow steel column by bolt, and CLT coupling beam is mutually overlapped by notch, and outside CLT plate, profiled sheet, inside CLT plate and CLT coupling beam are anchored by bolt.CLT plate has very strong load-bearing capacity, and lighter weight, anti-seismic performance are good, are a kind of cleaning materials；Profiled sheet has many advantages, such as that light, intensity is high, fire protecting performance is good, antidetonation simultaneously, so the integral strength of the CLT profiled sheet cladding Core Walls Structure is high, anti-seismic performance is good, and convenient for construction.
Description
Technical field
The utility model relates to build timber structure field, more particularly, to a kind of CLT profiled sheet cladding Core Walls Structure.
Background technique
Timber buildings have the advantages that lightweight, anti-seismic performance are good, and it is easy for construction, material source is extensive.Nowadays
In the whole world, multiple countries are widely applied the building of timber structure.
CLT cross laminate timber has a fabulous fire resistance, and it is as a kind of construction material, with other building courses
It ensure that building overall structure has preferable anti-seismic performance after the middle connecting component fastening used.There is heat preservation again simultaneously
The advantages of energy conservation, sound insulation, such timber have been the widely applied construction materials of the country such as America and Europe；The use of CLT, so that wood knot
Constructing the height built is also increasing, and the trend of oriented high-rise development.
But timber structure skyscraper has high requirement for the bearing capacity and anti-seismic performance of total.Add
Put on airs 18 floor flat building of UBC student, building height is 53 meters, design use concrete core cylinder with improve total by
Power performance and anti-seismic performance.But the high-rise timber structure of one full-wood of design or the composite structure of at least steel-wood structure are built
Build the positioning for being more in line with people to timber buildings.
Profiled sheet has lightweight, high-strength, durable, easy construction, antidetonation, fireproof excellent as important construction material
Point uses CLT and profiled sheet combined material as core wall, Core Walls Structure can be made to have preferable anti-seismic performance and stabilization
Property.
To overcome the shortcomings of existing technologies, the utility model provides a kind of CLT profiled sheet cladding Core Walls Structure, uses
CLT and profiled sheet make to build as construction material in the case where not reducing Core Walls Structure overall structure anti-seismic performance and stability
Make cycle time, consuming reduces, building course more cleans.
Utility model content
The technical issues of solution: the purpose of the utility model is to provide a kind of CLT profiled sheet cladding Core Walls Structures, are not dropping
In the case where low Core Walls Structure overall structure anti-seismic performance and stability, so that construction period shortens, expends reduction, building course
More clean.
A kind of technical solution: CLT profiled sheet cladding Core Walls Structure, comprising: cladding core wall, CLT coupling beam, bolt, nut,
Rectangular hollow steel column.
A kind of CLT profiled sheet cladding Core Walls Structure, which is characterized in that the cladding core wall by outside CLT plate,
Profiled sheet, inside CLT plate are constituted.
A kind of CLT profiled sheet cladding Core Walls Structure, which is characterized in that cladding core wall offers bolt hole, CLT
Coupling beam offers notch and bolt hole, and rectangular hollow steel column offers bolt hole, and outside CLT plate offers bolt hole, die mould steel
Plate offers bolt hole, and inside CLT plate offers bolt hole；The adjacent cladding core wall passes through bolt by rectangular hollow steel column
Anchoring；The CLT coupling beam is mutually overlapped by notch；The outside CLT plate, profiled sheet, inside CLT plate and CLT coupling beam are logical
Cross bolt anchoring.
A kind of CLT profiled sheet cladding Core Walls Structure, which is characterized in that the cross sectional dimensions of rectangular hollow steel column with
The thickness of cladding core wall is identical, and the height of rectangular hollow steel column is identical as the height of cladding core wall.
A kind of CLT profiled sheet cladding Core Walls Structure, which is characterized in that the depth of notch is CLT company in CLT coupling beam
The half of depth of beam, the spacing of two notches is the sum of cladding core wall length and twice of cladding core wall thickness in CLT coupling beam.
A kind of CLT profiled sheet cladding Core Walls Structure, which is characterized in that wherein one side cladding core wall is equipped with reserved
Hole.
A kind of CLT profiled sheet cladding Core Walls Structure, which is characterized in that profiled sheet with a thickness of 100mm.
A kind of CLT profiled sheet cladding Core Walls Structure, which is characterized in that the thickness of outside CLT plate and inside CLT plate
It is 80mm.
The utility model has the advantages that a kind of (1) CLT profiled sheet cladding Core Walls Structure material source described in the utility model is extensive, construction
Convenient, cleaning expends less；(2) a kind of CLT profiled sheet cladding Core Walls Structure has preferable shock resistance and stability；(3)
A kind of CLT profiled sheet cladding Core Walls Structure has preferable thermal insulation property, fire protecting performance.
Detailed description of the invention
Fig. 1 is the CLT profiled sheet cladding Core Walls Structure perspective view of the utility model；
Fig. 2 is the CLT coupling beam perspective view of the utility model；
Fig. 3 is the CLT coupling beam overlap joint schematic diagram of the utility model；
Fig. 4 is the cladding core wall perspective view of the utility model；
Fig. 5 is the profiled sheet perspective view of the utility model；
Fig. 6 is the rectangular hollow steel column perspective view of the utility model；
Fig. 7 be the utility model cladding core wall and rectangular hollow steel column connection schematic diagram；
Fig. 8 is that the cladding core wall of the utility model connect partial enlarged view with rectangular hollow steel column；
Fig. 9 is that the cladding core wall of the utility model and CLT coupling beam anchor side view；
Wherein: 1, cladding core wall, 11, outside CLT plate, 12, profiled sheet, 13, inside CLT plate, 2, CLT coupling beam, 3,
Bolt, 4, nut, 5, rectangular hollow steel column.
Specific embodiment
Below according to illustrating that the drawings and specific embodiments are described in detail the utility model.
Embodiment
As shown in figs 1-9, a kind of CLT profiled sheet cladding Core Walls Structure, comprising: cladding core wall 1, CLT coupling beam 2,
Bolt 3, nut 4, rectangular hollow steel column 5.
The cladding core wall 1 is made of outside CLT plate 11, profiled sheet 12, inside CLT plate 13.
The cladding core wall 1 offers bolt hole, and CLT coupling beam 2 offers notch and bolt hole, rectangular hollow steel column 5
Bolt hole is offered, outside CLT plate 11 offers bolt hole, and profiled sheet 12 offers bolt hole, and inside CLT plate 13 offers
Bolt hole, the bolt hole are corresponding.
The adjacent cladding core wall 1 is anchored by rectangular hollow steel column 5 by bolt 3；The CLT coupling beam 2 passes through notch
Mutually overlap joint；The outside CLT plate 11, profiled sheet 12, inside CLT plate 13 and CLT coupling beam 2 are anchored by bolt.
Wherein, the cross sectional dimensions of rectangular hollow steel column 5 is identical as the thickness of cladding core wall 1, rectangular hollow steel column 5
Height is identical as the height of cladding core wall 1.
The depth of notch is the half of 2 height of CLT coupling beam in CLT coupling beam 2, and the spacing of two notches is cladding in CLT coupling beam 2
The sum of 1 length of core wall and twice of 1 thickness of cladding core wall.
Wherein one side cladding core wall 1 is equipped with reserved opening.
Profiled sheet 12 with a thickness of 100mm.
The thickness of outside CLT plate 11 and inside CLT plate 13 is 80mm.
Claims (6)
1. a kind of CLT profiled sheet cladding Core Walls Structure, which is characterized in that a kind of CLT profiled sheet cladding Core Walls Structure is by multiple
Layer core wall (1), CLT coupling beam (2), bolt (3), nut (4), rectangular hollow steel column (5) collectively form；Cladding core wall (1)
Bolt hole is offered, CLT coupling beam (2) offers notch and bolt hole, and rectangular hollow steel column (5) offers bolt hole；It is adjacent multiple
Layer core wall (1) is anchored by rectangular hollow steel column (5) by bolt (3), and CLT coupling beam (2) is mutually overlapped by notch；It is described multiple
Layer core wall (1) is made of outside CLT plate (11), profiled sheet (12), inside CLT plate (13)；Outside CLT plate (11) offers
Bolt hole, profiled sheet (12) offer bolt hole, and inside CLT plate (13) offers bolt hole；Outside CLT plate (11), die mould
Steel plate (12), inside CLT plate (13) and CLT coupling beam (2) are anchored by bolt (3).
2. a kind of CLT profiled sheet cladding Core Walls Structure according to claim 1, which is characterized in that rectangular hollow steel column (5)
Cross sectional dimensions it is identical as the thickness of cladding core wall (1), the height of rectangular hollow steel column (5) and cladding core wall (1)
It is highly identical.
3. a kind of CLT profiled sheet cladding Core Walls Structure according to claim 1, which is characterized in that slot in CLT coupling beam (2)
Mouthful depth be CLT coupling beam (2) height half, in CLT coupling beam (2) spacing of two notches be cladding core wall (1) length with
The sum of twice of cladding core wall (1) thickness.
4. a kind of CLT profiled sheet cladding Core Walls Structure according to claim 1, which is characterized in that wherein one side cladding core
Core-wall (1) is equipped with reserved opening.
5. a kind of CLT profiled sheet cladding Core Walls Structure according to claim 1, which is characterized in that profiled sheet (12)
With a thickness of 100mm.
6. a kind of CLT profiled sheet cladding Core Walls Structure according to claim 1, which is characterized in that outside CLT plate (11) with
The thickness of inside CLT plate (13) is 80mm.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201822026777.1U CN209179197U (en) | 2018-11-30 | 2018-11-30 | A kind of CLT profiled sheet cladding Core Walls Structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201822026777.1U CN209179197U (en) | 2018-11-30 | 2018-11-30 | A kind of CLT profiled sheet cladding Core Walls Structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN209179197U true CN209179197U (en) | 2019-07-30 |
Family
ID=67375780
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201822026777.1U Active CN209179197U (en) | 2018-11-30 | 2018-11-30 | A kind of CLT profiled sheet cladding Core Walls Structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN209179197U (en) |
-
2018
- 2018-11-30 CN CN201822026777.1U patent/CN209179197U/en active Active
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| EE01 | Entry into force of recordation of patent licensing contract | ||
| EE01 | Entry into force of recordation of patent licensing contract |
Assignee: Jiangsu Qingrui Concrete Construction Engineering Co., Ltd Assignor: Nanjing Forestry University Contract record no.: X2019320000169 Denomination of utility model: CLT profiled steel sheet multi-layer core tube Granted publication date: 20190730 License type: Common License Record date: 20191028 |