CN105672496A - CLT (Cross Laminated Timber) wall-board connecting structure and connecting method thereof - Google Patents
CLT (Cross Laminated Timber) wall-board connecting structure and connecting method thereof Download PDFInfo
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- CN105672496A CN105672496A CN201610160853.0A CN201610160853A CN105672496A CN 105672496 A CN105672496 A CN 105672496A CN 201610160853 A CN201610160853 A CN 201610160853A CN 105672496 A CN105672496 A CN 105672496A
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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
- E04B1/38—Connections for building structures in general
- E04B1/61—Connections for building structures in general of slab-shaped building elements with each other
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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
- E04B1/38—Connections for building structures in general
- E04B1/61—Connections for building structures in general of slab-shaped building elements with each other
- E04B2001/6195—Connections for building structures in general of slab-shaped building elements with each other the slabs being connected at an angle, e.g. forming a corner
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Abstract
The invention discloses a CLT (Cross Laminated Timber) wall-board connecting structure and a connecting method thereof, and belongs to the technical field of construction engineering. The connecting structure comprises a CLT one-wall one-board connecting structure, a CLT two-wall one-board connecting structure and a CLT two-wall two-board connecting structure, wherein according to the CLT one-wall one-board connecting structure, a CLT wall is connected with a board via a one-wall one-board metal connecting piece, and the one-wall one-board metal connecting piece is T-shaped section steel; according to the CLT two-wall one-board connecting structure, the CLT wall is connected with the board via a two-wall one-board metal connecting piece, and the two-wall one-board metal connecting piece is cross-shaped section steel having a long edge and a short edge; according to the CLT two-wall two-board connecting structure, the CLT wall is connected with the board via a two-wall two-board metal connecting piece, and the two-wall two-board metal connecting piece is cross-shaped section steel having two long edges. The connecting method comprises the following steps: connecting the CLT wall with the board via the one-wall one-board metal connecting piece, the two-wall one-board metal connecting piece and the two-wall two-board metal connecting piece respectively, so as to realize simple and quick field installation. The construction period can be shortened, and the excellent stress performance of the structure can be ensured; the seismic performance is good, the environmental pollution is avoided, the machinability is high, the machining precision is high, the weight is light, the appearance is neat, and a large number of exposed reinforced bars are avoided.
Description
Technical field
The invention belongs to construction engineering technical field, particularly relate to a kind of CLT wall-board connecting structure and attaching method thereof.
Background technology
According to statistics, building industry consume the energy of about 50% on the earth, the water resource of 42%, the material of 50% and 48% arable land. Cause disruption of ecological balance, create the whole world 24% air pollution, the greenhouse effect of 50%, the pollution of waterhead of 40% and 50% Chlorofluorocarbons (CFCs) etc.
Green building is curbed environmental pollution in China, energy-saving and emission-reduction, play vital effect in industry restructuring. Past, China was in Development of Green Building, an emphasis steel construction and xoncrete structure and have ignored timber structure green building. Steel, cement, plastics non-renewable unsustainable property clearly. Present developed country has been recognized that Wood construction and the building materials utilizing agricultural wastes to process, and is the correct direction of building industry sustainable development, but department of the Chinese government and various circles of society there is also a lot of mistaken ideas for the extensive use that Novel wooden is built.
For this reason, it is necessary to carry out systematic research and development for timber structure green building and industrialization thereof, China's building industry is made really to realize the green of overall process, capable of circulation, sustainable.
Summary of the invention
For prior art Problems existing, the present invention provides one to install by rapid field, and the CLT wall-board connecting structure with good stress performance and attaching method thereof.
To achieve these goals, the present invention adopts the following technical scheme that a kind of CLT wall-board connecting structure, including CLT mono-wall one board connecting structure, CLT two wall one board connecting structure and CLT two wall two board connecting structure;
Described CLT mono-wall one board connecting structure, including a CLT plate, a CLT wall and a wall one sheetmetal connector, CLT wall is connected by a wall one sheetmetal connector with CLT plate; A described wall one sheetmetal connector is T-shaped shaped steel, and the overall width of its both sides horizontal steel plate is identical with the thickness of CLT wall, and the vertical steel plate in downside inserts the metalwork of CLT wall and installs in notch; One wall one sheetmetal connector is connected by bolt with CLT wall, and the horizontal steel plate of vertical steel plate both sides is connected with CLT plate respectively through tapping screw, and the end of CLT plate flushes with the lateral surface of CLT wall;
Described CLT two wall one board connecting structure, including a CLT plate, two CLT walls and two wall one sheetmetal connectors, CLT wall is connected by two wall one sheetmetal connectors with CLT plate; Described two wall one sheetmetal connectors are length limit cross-shaped profile steel, and its horizontal steel plate side, both sides is minor face, and its width is the half of CLT wall thickness, and opposite side is long limit, its width 150～300mm longer than the short side; The vertical steel plate in the upper side and lower side inserts the metalwork of the upper side and lower side CLT wall respectively and installs in notch; Two wall one sheetmetal connectors are connected by bolt with CLT wall, CLT wall is stretched out in the side, long limit of horizontal steel plate, CLT plate rides on the horizontal steel plate stretched out, and two wall one sheetmetal connectors are connected by tapping screw with CLT plate, the end of CLT plate and CLT wall close proximity;
Described CLT two wall two board connecting structure, including two CLT plates, two CLT walls and two wall two sheetmetal connectors, CLT wall is connected by two wall two sheetmetal connectors with CLT plate; Described two wall two sheetmetal connectors are two long limit cross-shaped profile steels, all long than the half of the CLT wall thickness 150～300mm of the width of its both sides horizontal steel plate; The vertical steel plate in the upper side and lower side inserts the metalwork of the upper side and lower side CLT wall respectively and installs in notch; Two wall two sheetmetal connectors are connected by bolt with CLT wall, both sides horizontal steel plate all stretches out CLT wall, both sides CLT plate rides on the horizontal steel plate stretched out respectively, and two wall two sheetmetal connectors are connected by tapping screw with CLT plate, the end of CLT plate and the equal close proximity of CLT wall.
Described CLT plate is 3 layers, 5 layers or 7 layers of orthogonal laminated gluing wood, and in the middle of 3 layers of orthogonal laminated gluing wood, one layer arranges horizontal specification wood, and its both sides respectively arrange one layer of vertical specification wood; In the middle of 5 layers of orthogonal laminated gluing wood, one layer arranges vertical specification wood, and its both sides respectively arrange one layer of horizontal specification wood, respectively arranges one layer of vertical specification wood in the outside of horizontal specification wood; In the middle of 7 layers of orthogonal laminated gluing wood, one layer arranges vertical specification wood, and its both sides respectively arrange one layer of horizontal specification wood, respectively arranges the vertical specification wood of two-layer in the outside of horizontal specification wood.
Described CLT wall is 3 layers, 5 layers or 7 layers of orthogonal laminated gluing wood, and in the middle of 3 layers of orthogonal laminated gluing wood, one layer arranges horizontal specification wood, and its both sides respectively arrange one layer of vertical specification wood; In the middle of 5 layers of orthogonal laminated gluing wood, one layer arranges vertical specification wood, and its both sides respectively arrange one layer of horizontal specification wood, respectively arranges one layer of vertical specification wood in the outside of horizontal specification wood; In the middle of 7 layers of orthogonal laminated gluing wood, one layer arranges vertical specification wood, and its both sides respectively arrange one layer of horizontal specification wood, respectively arranges the vertical specification wood of two-layer in the outside of horizontal specification wood.
The thickness of described vertical specification wood and horizontal specification wood is 18～39mm, and width is 140～290mm.
Described metalwork is installed notch and is opened in the position, intermediate layer at the upper and lower two ends of CLT wall, and its degree of depth is 150～300mm; Installing at metalwork and offer screw respectively on the CLT wall inside and outside notch, described screw is corresponding with bolt.
The method of attachment of described CLT mono-wall one board connecting structure, comprises the steps:
Step one: the horizontal steel plate of the vertical steel plate both sides of a wall one sheetmetal connector is connected with CLT plate respectively through tapping screw;
Step 2: the CLT plate with a wall one sheetmetal connector is arranged on CLT wall, the end of CLT plate is made to flush with the lateral surface of CLT wall, that is: the metalwork vertical for downside steel plate inserting CLT wall is installed in notch, and is connected with CLT wall by one wall one sheetmetal connector by bolt.
The method of attachment of described CLT two wall one board connecting structure, comprises the steps:
Step one: the metalwork that vertical for the downside of two wall one sheetmetal connectors steel plate inserts downside CLT wall is installed in notch, and is connected with downside CLT wall by two wall one sheetmetal connectors by bolt;
Step 2: upside CLT wall is arranged on two wall one sheetmetal connectors of downside CLT wall, that is: the metalwork that vertical for the upside of two wall one sheetmetal connectors steel plate inserts upside CLT wall is installed in notch, CLT wall is stretched out in the side, long limit making horizontal steel plate, and is connected with upside CLT wall by two wall one sheetmetal connectors by bolt;
Step 3: ridden over by CLT plate on the horizontal steel plate that two wall one sheetmetal connectors stretch out, is made end and the CLT wall close proximity of CLT plate, and is connected with CLT plate by two wall one sheetmetal connectors by tapping screw.
The method of attachment of described CLT two wall two board connecting structure, comprises the steps:
Step one: the metalwork that vertical for the downside of two wall two sheetmetal connectors steel plate inserts downside CLT wall is installed in notch, and is connected with downside CLT wall by two wall two sheetmetal connectors by bolt;
Step 2: upside CLT wall is arranged on two wall two sheetmetal connectors of downside CLT wall, that is: the metalwork that vertical for the upside of two wall two sheetmetal connectors steel plate inserts upside CLT wall is installed in notch, make both sides horizontal steel plate all stretch out CLT wall, and by bolt, two wall two sheetmetal connectors are connected with upside CLT wall;
Step 3: ridden over respectively by both sides CLT plate on the horizontal steel plate that two wall two sheetmetal connector both sides are stretched out, is made end and the equal close proximity of CLT wall of CLT plate, and is connected with CLT plate by two wall two sheetmetal connectors by tapping screw.
Beneficial effects of the present invention:
CLT wall-board connecting structure of the present invention and attaching method thereof, can as the substitute products of cement or steel, it is respectively adopted a wall one sheetmetal connector, two wall one sheetmetal connectors and two wall two sheetmetal connectors, realize simple and quick assembled in situ to install, can not only the reduction of erection time, and can effectively ensure that the excellent stress performance of structure.
Further, CLT wall-board connecting structure of the present invention and attaching method thereof anti-seismic performance is good, and timber structure machinability is strong, and machining accuracy is high, and the percent of automatization that workshop component produces is far above xoncrete structure; Timber structure is light weight not only, and profile is more regular, and without substantial amounts of exposed steel bar, and it installs the notable simplification of operation, and assembling speed is fast, it is possible to adopting big component general assembly, industrialization degree is higher, good economical benefit, and avoids environmental pollution.
Accompanying drawing explanation
Fig. 1 is the schematic cross-section that CLT mono-wall one board connecting structure of the present invention is perpendicular to wall and plate direction;
Fig. 2 is the schematic cross-section that CLT two wall one board connecting structure of the present invention is perpendicular to wall and plate direction;
Fig. 3 is the schematic cross-section that CLT two wall two board connecting structure of the present invention is perpendicular to wall and plate direction;
Fig. 4 is the structural representation of the CLT wall of the present invention;
Fig. 5 is the vertical sectional schematic diagram of the CLT wall of the present invention;
In figure: 1-CLT plate, 2-CLT wall, the vertical specification wood of 2-1-, 2-2-transverse direction specification wood, 2-3-metalwork installs notch, 2-4-screw, 3-mono-wall one sheetmetal connector, 4-tapping screw, 5-bolt, 6-two wall one sheetmetal connector, 7-two wall two sheetmetal connector.
Detailed description of the invention
Below in conjunction with the drawings and specific embodiments, the present invention is described in further detail.
As shown in Fig. 1～Fig. 5, a kind of CLT wall-board connecting structure, including CLT mono-wall one board connecting structure, CLT two wall one board connecting structure and CLT two wall two board connecting structure.
Described CLT mono-wall one board connecting structure, is connected by a wall one sheetmetal connector 3 with CLT plate 1 including 1, CLT wall of a CLT plate 2 and wall one sheetmetal connector 3, a CLT wall 2; A described wall one sheetmetal connector 3 is T-shaped shaped steel, and the overall width of its both sides horizontal steel plate is identical with the thickness of CLT wall 2, and the vertical steel plate in downside inserts the metalwork of CLT wall 2 and installs in notch 2-3; One wall one sheetmetal connector 3 is connected by bolt 5 with CLT wall 2, and the horizontal steel plate of vertical steel plate both sides is connected with CLT plate 1 respectively through tapping screw 4, and the end of CLT plate 1 flushes with the lateral surface of CLT wall 2.
Described CLT two wall one board connecting structure, is connected by two wall one sheetmetal connectors 6 with CLT plate 1 including 1, two CLT walls of a CLT plate 2 and two wall one sheetmetal connector 6, CLT walls 2; Described two wall one sheetmetal connectors 6 are length limit cross-shaped profile steel, and its horizontal steel plate side, both sides is minor face, and its width is the half of CLT wall 2 thickness, and opposite side is long limit, its width 150～300mm longer than the short side; The vertical steel plate in the upper side and lower side inserts the metalwork of the upper side and lower side CLT wall 2 respectively and installs in notch 2-3; Two wall one sheetmetal connectors 6 are connected by bolt 5 with CLT wall 2, CLT wall 2 is stretched out in the side, long limit of horizontal steel plate, CLT plate 1 rides on the horizontal steel plate stretched out, and two wall one sheetmetal connectors 6 and CLT plate 1 is connected by tapping screw 4, the end of CLT plate 1 and CLT wall 2 close proximity.
Described CLT two wall two board connecting structure, is connected by two wall two sheetmetal connectors 7 with CLT plate 1 including 1, two CLT walls of two CLT plates 2 and two wall two sheetmetal connector 7, CLT walls 2; Described two wall two sheetmetal connectors 7 are two long limit cross-shaped profile steels, all long than the half of the CLT wall 2 thickness 150～300mm of the width of its both sides horizontal steel plate; The vertical steel plate in the upper side and lower side inserts the metalwork of the upper side and lower side CLT wall 2 respectively and installs in notch 2-3; Two wall two sheetmetal connectors 7 are connected by bolt 5 with CLT wall 2, both sides horizontal steel plate all stretches out CLT wall 2, both sides CLT plate 1 rides on the horizontal steel plate stretched out respectively, two wall two sheetmetal connectors 7 and CLT plate 1 is connected by tapping screw 4, the end of CLT plate 1 and the equal close proximity of CLT wall 2.
Described CLT plate 1 and CLT wall 2 are 3 layers, 5 layers or 7 layers of orthogonal laminated gluing wood, and in the middle of 3 layers of orthogonal laminated gluing wood, one layer arranges horizontal specification wood 2-2, and its both sides respectively arrange one layer of vertical specification wood 2-1; In the middle of 5 layers of orthogonal laminated gluing wood, one layer arranges vertical specification wood 2-1, and its both sides respectively arrange one layer of horizontal specification wood 2-2, respectively arranges one layer of vertical specification wood 2-1 in the outside of horizontal specification wood 2-2; In the middle of 7 layers of orthogonal laminated gluing wood, one layer arranges vertical specification wood 2-1, and its both sides respectively arrange one layer of horizontal specification wood 2-2, respectively arranges the vertical specification wood 2-1 of two-layer in the outside of horizontal specification wood 2-2. The thickness of described vertical specification wood 2-1 and horizontal specification wood 2-2 is 18～39mm, and width is 140～290mm.
Described metalwork is installed notch 2-3 and is opened in the position, intermediate layer at CLT wall about 2 two ends, and its degree of depth is 150～300mm; Installing at metalwork and offer screw 2-4 respectively on the CLT wall 2 inside and outside notch 2-3, described screw 2-4 is corresponding with bolt 5.Adding man-hour, two screw 2-4 are all offered at the two ends up and down of vertical specification wood 2-1.
The method of attachment of described CLT mono-wall one board connecting structure, comprises the steps:
Step one: the horizontal steel plate of the vertical steel plate both sides of a wall one sheetmetal connector 3 is connected with CLT plate 1 respectively through tapping screw 4;
Step 2: the CLT plate 1 with a wall one sheetmetal connector 3 is arranged on CLT wall 2, the end of CLT plate 1 is made to flush with the lateral surface of CLT wall 2, that is: the metalwork vertical for downside steel plate inserting CLT wall 2 is installed in notch 2-3, and is connected with CLT wall 2 by a wall one sheetmetal connector 3 by bolt 5.
The method of attachment of described CLT two wall one board connecting structure, comprises the steps:
Step one: the metalwork that vertical for the downside of two wall one sheetmetal connectors 6 steel plate inserts downside CLT wall 2 is installed in notch 2-3, and is connected with downside CLT wall 2 by two wall one sheetmetal connectors 6 by bolt 5;
Step 2: upside CLT wall 2 is arranged on two wall one sheetmetal connectors 6 of downside CLT wall 2, that is: the metalwork that vertical for the upside of two wall one sheetmetal connectors 6 steel plate inserts upside CLT wall 2 is installed in notch 2-3, CLT wall 2 is stretched out in the side, long limit making horizontal steel plate, and is connected with upside CLT wall 2 by two wall one sheetmetal connectors 6 by bolt 5;
Step 3: ridden over by CLT plate 1 on the horizontal steel plate that two wall one sheetmetal connectors 6 stretch out, is made end and CLT wall 2 close proximity of CLT plate 1, and is connected with CLT plate 1 by two wall one sheetmetal connectors 6 by tapping screw 4.
The method of attachment of described CLT two wall two board connecting structure, comprises the steps:
Step one: the metalwork that vertical for the downside of two wall two sheetmetal connectors 7 steel plate inserts downside CLT wall 2 is installed in notch 2-3, and is connected with downside CLT wall 2 by two wall two sheetmetal connectors 7 by bolt 5;
Step 2: upside CLT wall 2 is arranged on two wall two sheetmetal connectors 7 of downside CLT wall 2, that is: the metalwork that vertical for the upside of two wall two sheetmetal connectors 7 steel plate inserts upside CLT wall 2 is installed in notch 2-3, make both sides horizontal steel plate all stretch out CLT wall 2, and by bolt 5, two wall two sheetmetal connectors 7 are connected with upside CLT wall 2;
Step 3: ridden over respectively by both sides CLT plate 1 on the horizontal steel plate that two wall two sheetmetal connector 7 both sides are stretched out, is made end and the equal close proximity of CLT wall 2 of CLT plate 1, and is connected with CLT plate 1 by two wall two sheetmetal connectors 7 by tapping screw 4.
The above is only the preferred embodiment of the present invention; it should be pointed out that, for those skilled in the art, under the premise without departing from the principles of the invention; can also making some improvements and modifications, these improvements and modifications also should be regarded as protection scope of the present invention.
Claims (8)
1. CLT wall-board connecting structure, it is characterised in that include CLT mono-wall one board connecting structure, CLT two wall one board connecting structure and CLT two wall two board connecting structure;
Described CLT mono-wall one board connecting structure, including a CLT plate, a CLT wall and a wall one sheetmetal connector, CLT wall is connected by a wall one sheetmetal connector with CLT plate; A described wall one sheetmetal connector is T-shaped shaped steel, and the overall width of its both sides horizontal steel plate is identical with the thickness of CLT wall, and the vertical steel plate in downside inserts the metalwork of CLT wall and installs in notch; One wall one sheetmetal connector is connected by bolt with CLT wall, and the horizontal steel plate of vertical steel plate both sides is connected with CLT plate respectively through tapping screw, and the end of CLT plate flushes with the lateral surface of CLT wall;
Described CLT two wall one board connecting structure, including a CLT plate, two CLT walls and two wall one sheetmetal connectors, CLT wall is connected by two wall one sheetmetal connectors with CLT plate; Described two wall one sheetmetal connectors are length limit cross-shaped profile steel, and its horizontal steel plate side, both sides is minor face, and its width is the half of CLT wall thickness, and opposite side is long limit, its width 150～300mm longer than the short side; The vertical steel plate in the upper side and lower side inserts the metalwork of the upper side and lower side CLT wall respectively and installs in notch; Two wall one sheetmetal connectors are connected by bolt with CLT wall, CLT wall is stretched out in the side, long limit of horizontal steel plate, CLT plate rides on the horizontal steel plate stretched out, and two wall one sheetmetal connectors are connected by tapping screw with CLT plate, the end of CLT plate and CLT wall close proximity;
Described CLT two wall two board connecting structure, including two CLT plates, two CLT walls and two wall two sheetmetal connectors, CLT wall is connected by two wall two sheetmetal connectors with CLT plate; Described two wall two sheetmetal connectors are two long limit cross-shaped profile steels, all long than the half of the CLT wall thickness 150～300mm of the width of its both sides horizontal steel plate; The vertical steel plate in the upper side and lower side inserts the metalwork of the upper side and lower side CLT wall respectively and installs in notch; Two wall two sheetmetal connectors are connected by bolt with CLT wall, both sides horizontal steel plate all stretches out CLT wall, both sides CLT plate rides on the horizontal steel plate stretched out respectively, and two wall two sheetmetal connectors are connected by tapping screw with CLT plate, the end of CLT plate and the equal close proximity of CLT wall.
2. CLT wall-board connecting structure according to claim 1, it is characterised in that described CLT plate is 3 layers, 5 layers or 7 layers of orthogonal laminated gluing wood, in the middle of 3 layers of orthogonal laminated gluing wood, one layer arranges horizontal specification wood, and its both sides respectively arrange one layer of vertical specification wood; In the middle of 5 layers of orthogonal laminated gluing wood, one layer arranges vertical specification wood, and its both sides respectively arrange one layer of horizontal specification wood, respectively arranges one layer of vertical specification wood in the outside of horizontal specification wood; In the middle of 7 layers of orthogonal laminated gluing wood, one layer arranges vertical specification wood, and its both sides respectively arrange one layer of horizontal specification wood, respectively arranges the vertical specification wood of two-layer in the outside of horizontal specification wood.
3. CLT wall-board connecting structure according to claim 1, it is characterised in that described CLT wall is 3 layers, 5 layers or 7 layers of orthogonal laminated gluing wood, in the middle of 3 layers of orthogonal laminated gluing wood, one layer arranges horizontal specification wood, and its both sides respectively arrange one layer of vertical specification wood; In the middle of 5 layers of orthogonal laminated gluing wood, one layer arranges vertical specification wood, and its both sides respectively arrange one layer of horizontal specification wood, respectively arranges one layer of vertical specification wood in the outside of horizontal specification wood; In the middle of 7 layers of orthogonal laminated gluing wood, one layer arranges vertical specification wood, and its both sides respectively arrange one layer of horizontal specification wood, respectively arranges the vertical specification wood of two-layer in the outside of horizontal specification wood.
4. the CLT wall-board connecting structure according to Claims 2 or 3, it is characterised in that the thickness of described vertical specification wood and horizontal specification wood is 18～39mm, and width is 140～290mm.
5. CLT wall-board connecting structure according to claim 1, it is characterised in that described metalwork is installed notch and is opened in the position, intermediate layer at the upper and lower two ends of CLT wall, and its degree of depth is 150～300mm; Installing at metalwork and offer screw respectively on the CLT wall inside and outside notch, described screw is corresponding with bolt.
6. the method for attachment of CLT mono-wall one board connecting structure described in claim 1, it is characterised in that comprise the steps:
Step one: the horizontal steel plate of the vertical steel plate both sides of a wall one sheetmetal connector is connected with CLT plate respectively through tapping screw;
Step 2: the CLT plate with a wall one sheetmetal connector is arranged on CLT wall, the end of CLT plate is made to flush with the lateral surface of CLT wall, that is: the metalwork vertical for downside steel plate inserting CLT wall is installed in notch, and is connected with CLT wall by one wall one sheetmetal connector by bolt.
7. the method for attachment of CLT two wall one board connecting structure described in claim 1, it is characterised in that comprise the steps:
Step one: the metalwork that vertical for the downside of two wall one sheetmetal connectors steel plate inserts downside CLT wall is installed in notch, and is connected with downside CLT wall by two wall one sheetmetal connectors by bolt;
Step 2: upside CLT wall is arranged on two wall one sheetmetal connectors of downside CLT wall, that is: the metalwork that vertical for the upside of two wall one sheetmetal connectors steel plate inserts upside CLT wall is installed in notch, CLT wall is stretched out in the side, long limit making horizontal steel plate, and is connected with upside CLT wall by two wall one sheetmetal connectors by bolt;
Step 3: ridden over by CLT plate on the horizontal steel plate that two wall one sheetmetal connectors stretch out, is made end and the CLT wall close proximity of CLT plate, and is connected with CLT plate by two wall one sheetmetal connectors by tapping screw.
8. the method for attachment of CLT two wall two board connecting structure described in claim 1, it is characterised in that comprise the steps:
Step one: the metalwork that vertical for the downside of two wall two sheetmetal connectors steel plate inserts downside CLT wall is installed in notch, and is connected with downside CLT wall by two wall two sheetmetal connectors by bolt;
Step 2: upside CLT wall is arranged on two wall two sheetmetal connectors of downside CLT wall, that is: the metalwork that vertical for the upside of two wall two sheetmetal connectors steel plate inserts upside CLT wall is installed in notch, make both sides horizontal steel plate all stretch out CLT wall, and by bolt, two wall two sheetmetal connectors are connected with upside CLT wall;
Step 3: ridden over respectively by both sides CLT plate on the horizontal steel plate that two wall two sheetmetal connector both sides are stretched out, is made end and the equal close proximity of CLT wall of CLT plate, and is connected with CLT plate by two wall two sheetmetal connectors by tapping screw.
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| CN201610160853.0A CN105672496B (en) | 2016-03-18 | 2016-03-18 | CLT walls-board connecting structure and attaching method thereof |
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| CN201610160853.0A CN105672496B (en) | 2016-03-18 | 2016-03-18 | CLT walls-board connecting structure and attaching method thereof |
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Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106988478A (en) * | 2017-05-19 | 2017-07-28 | 南京工业大学 | It is a kind of to combine CLBT thick plate structures as the staggeredly glued bamboo and wood of wall and floor |
| CN107574953A (en) * | 2017-08-16 | 2018-01-12 | 同济大学建筑设计研究院(集团)有限公司 | A kind of orthogonal laminated wood shear wall of assembling prestressing force |
| CN108316484A (en) * | 2018-02-08 | 2018-07-24 | 南京工业大学 | A kind of mostly high level CLT wallboards and floor connection structure and connection method |
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| CN201447662U (en) * | 2009-09-09 | 2010-05-05 | 长安大学 | Steel grider combined bridge deck system structure of staggered superimposed sheet |
| CN102011364A (en) * | 2010-12-30 | 2011-04-13 | 长安大学 | Integral prefabricated cross-laminated timber (CLT) wooden plate girder bridge based on steel side stiffening |
| CN103433982A (en) * | 2013-07-23 | 2013-12-11 | 南京林业大学 | Processing method of crosswise laminated plate |
| CN205387755U (en) * | 2016-03-18 | 2016-07-20 | 沈阳建筑大学 | CLT wall - board connection structure |
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| CN106988478A (en) * | 2017-05-19 | 2017-07-28 | 南京工业大学 | It is a kind of to combine CLBT thick plate structures as the staggeredly glued bamboo and wood of wall and floor |
| CN107574953A (en) * | 2017-08-16 | 2018-01-12 | 同济大学建筑设计研究院(集团)有限公司 | A kind of orthogonal laminated wood shear wall of assembling prestressing force |
| CN107574953B (en) * | 2017-08-16 | 2019-04-19 | 同济大学建筑设计研究院(集团)有限公司 | A kind of orthogonal laminated wood shear wall of assembling prestressing force |
| CN108316484A (en) * | 2018-02-08 | 2018-07-24 | 南京工业大学 | A kind of mostly high level CLT wallboards and floor connection structure and connection method |
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