CN109281403A - Timber structure assembled fashioned iron bolt joint - Google Patents
Timber structure assembled fashioned iron bolt joint Download PDFInfo
- Publication number
- CN109281403A CN109281403A CN201811361093.5A CN201811361093A CN109281403A CN 109281403 A CN109281403 A CN 109281403A CN 201811361093 A CN201811361093 A CN 201811361093A CN 109281403 A CN109281403 A CN 109281403A
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- CN
- China
- Prior art keywords
- steel plate
- wooden component
- fashioned iron
- wooden
- component
- 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.)
- Pending
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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
- E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
- E04B1/26—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of wood
-
- 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
- E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
- E04B1/26—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of wood
- E04B1/2604—Connections specially adapted therefor
-
- 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
- E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
- E04B1/26—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of wood
- E04B1/2604—Connections specially adapted therefor
- E04B2001/2652—Details of nailing, screwing, or bolting
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- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Joining Of Building Structures In Genera (AREA)
Abstract
The present invention relates to a kind of timber structure assembled fashioned iron bolt joints, belong to civil construction project field, including the interconnected first wooden component (1) and the second wooden component (2), it is embedded in first in the second wooden component (2) and fills out steel plate (4), this fills out steel plate (4) in first across the first wooden component (1), further includes the first side steel plate (6) for being wrapped in second wooden component (2) node area timber lower surface.Compared with prior art, it is filled out in of the invention first in steel plate and second and fills out steel plate and can be installed separately, convenient construction, it is simple and effective, first side steel plate and second side steel plate can significantly improve the second wooden component band direction tension ability simultaneously, it avoids node from damaging, increase the stability of node and extends its service life.
Description
Technical field
The present invention relates to civil engineering fields, more particularly, to a kind of timber structure assembled fashioned iron bolt joint.
Background technique
Beam column bolt joint is a kind of common wooden component connecting node in heavy timber construction, usually by the connected wooden structure
Part, interior steel plate and the bolt filled out are constituted.
In the prior art, such as Chinese utility model patent CN 204983147U discloses a kind of timber structure bolt steel plate
Node belongs to field of civil engineering, including it is interior fill out steel plate, in the second wooden component and the first wooden component is passed through, for connecting
Two wooden components；Further include first side steel plate, the second wooden component node area wood surface is wrapped in, for improving the second wooden structure
Part band direction tension ability.But it since first side steel plate and interior steel plate of filling out are integrally welded, is difficult to pacify in practical projects
Dress.
Summary of the invention
It is an object of the present invention to overcome the above-mentioned drawbacks of the prior art and provide a kind of timber structure assembleds
Fashioned iron bolt joint.
The purpose of the present invention can be achieved through the following technical solutions:
Timber structure assembled fashioned iron bolt joint, including
The interconnected first wooden component and the second wooden component,
It being embedded in first in the second wooden component and fills out steel plate, this is filled out steel plate in first and passes through the described first wooden component,
It is wrapped in the first side steel plate of the second wooden component node area timber lower surface.
It is embedded in second in the described second wooden component and fills out steel plate.
It is filled out in described second in steel plate package described first and fills out steel plate.
It is two blocks of steel plates that steel plate is filled out in described second.
Steel plate is filled out in described first and passes through the described first wooden component, by bolt) it is fixed.
It is filled out in described first in steel plate and described second and fills out steel plate in the second wooden component, steel plate packet is filled out in described second
It wraps up in and is filled out in steel plate in described first, is bolted.
The second wooden component fluting is vertically arranged in the second wooden component, be horizontally arranged in the described first wooden component with
Second component fluting is slotted along the first wooden component even, and steel plate is filled out in described first set on the second wooden component fluting and the first wood structure
In part fluting.
Described second wooden component node area timber upper surface is enclosed with second side steel plate.
Compared with prior art, the invention has the following advantages that
1) first side steel plate and second side steel plate limit the lateral displacement of the second wooden component node area timber, thus
The band cracking load that the second wooden component can be significantly improved, avoids node premature rupture from damaging, while increasing the steady of node
It is qualitative and extend its service life.
2) it fills out in first and fills out steel plate in steel plate and second and be bolted, be convenient for construction and installation, it is simple and effective.
Detailed description of the invention
Fig. 1 is schematic view of the front view of the invention in embodiment 1；
Fig. 2 is the A-A schematic cross-sectional view of Fig. 1；
Fig. 3 be the embodiment of the present invention 1 in timber structure assembled fashioned iron bolt joint first in fill out steel plate and first side
The schematic elevation view of steel plate；
Fig. 4 be the embodiment of the present invention 1 in timber structure assembled fashioned iron bolt joint first in fill out steel plate and first side
The schematic top plan view of steel plate；
Fig. 5 is the B-B schematic cross-sectional view of Fig. 3；
Fig. 6 is the C-C schematic cross-sectional view of Fig. 3；
Fig. 7 is the D-D schematic cross-sectional view of Fig. 3；
Fig. 8 be the embodiment of the present invention 1 in timber structure assembled fashioned iron bolt joint second in fill out steel plate and second side
The schematic elevation view of steel plate；
Fig. 9 be the embodiment of the present invention 1 in timber structure assembled fashioned iron bolt joint second in fill out steel plate and second side
The schematic top plan view of steel plate；
Figure 10 is the E-E schematic cross-sectional view of Fig. 8；
Figure 11 is the F-F schematic cross-sectional view of Fig. 8；
Figure 12 is the front view of timber structure assembled fashioned iron bolt joint in the embodiment of the present invention 2；
Figure 13 is the G-G schematic cross-sectional view of Figure 12；
Figure 14 is to fill out steel plate and first in the left side first of timber structure assembled fashioned iron bolt joint in the embodiment of the present invention 2
The schematic elevation view of side steel plate；
Figure 15 is to fill out steel plate and first in the left side first of timber structure assembled fashioned iron bolt joint in the embodiment of the present invention 2
The schematic top plan view of side steel plate；
Figure 16 is the H-H schematic cross-sectional view of Figure 14；
Figure 17 is the I-I schematic cross-sectional view of Figure 14；
Figure 18 is the J-J schematic cross-sectional view of Figure 14；
Figure 19 is to fill out steel plate and second in the left side second of timber structure assembled fashioned iron bolt joint in the embodiment of the present invention 2
The schematic elevation view of side steel plate；
Figure 20 is to fill out steel plate and second in the left side second of timber structure assembled fashioned iron bolt joint in the embodiment of the present invention 2
The schematic top plan view of side steel plate；
Figure 21 is the K-K schematic cross-sectional view of Figure 19；
Figure 22 is the L-L schematic cross-sectional view of Figure 19；
In figure, the wooden component of 1- first, the wooden component of 2- second, 3- bolt fills out steel plate in 4- first, fills out steel plate in 5- second,
6- first side steel plate, 7- second side steel plate.
Specific embodiment
The present invention is described in detail combined with specific embodiments below.Following embodiment will be helpful to the technology of this field
Personnel further understand the present invention, but the invention is not limited in any way.It should be pointed out that the ordinary skill of this field
For personnel, without departing from the inventive concept of the premise, various modifications and improvements can be made.These belong to the present invention
Protection scope.
Embodiment 1:
Timber structure assembled fashioned iron bolt joint, structure is as shown in Figure 1 to 11, including the interconnected first wooden structure
Steel plate 4 is filled out in part 1 and the second wooden component 2 and first, steel plate 4 is filled out in first in the second wooden component 2 and passes through the first wood
Component 1, for connecting two wooden components；
In addition, timber structure assembled fashioned iron bolt joint further include:
First side steel plate 6, is wrapped in the second 2 node area timber lower surface of the wooden component, makees jointly with second side steel plate 7
With for improving the second wooden component band direction tension ability.
Timber structure assembled fashioned iron bolt joint further includes that steel plate 5 is filled out in second, is wrapped in first and fills out steel plate 4, and with
Steel plate 4 is filled out in first to be embedded in together in the second wooden component 2.
Timber structure assembled fashioned iron bolt joint further includes second side steel plate 7, is wrapped in the second 2 node area of wooden component wood
Material upper surface is used to improve the second wooden component band direction tension ability with 6 collective effect of first side steel plate.
As shown in Fig. 2, being vertically arranged with second component fluting in the second wooden component 2, it is horizontally arranged in the first wooden component
It slots with second component and slots along first component even, steel plate 4 is filled out in first in first component fluting, is subject to spiral shell by multiple
Bolt 3 is fixed.It is filled out in first in steel plate 4 and second and fills out steel plate 5 and be set in second component fluting, the package of steel plate 5 the is filled out in second
Steel plate is filled out in one, is fixed by multiple bolts 3 that are subject to.
Embodiment 2:
A kind of timber structure bolt Welded Plate joint, structure is as shown in Figure 12 to Figure 22, including the interconnected first wooden structure
Steel plate 4 is filled out in part 1 and the second wooden component 2 and first, steel plate 4 is filled out in first in the second wooden component 2 and passes through the first wood
Component 1, for connecting two wooden components；
In addition, timber structure assembled fashioned iron bolt joint further include:
First side steel plate 6, is wrapped in the second 2 node area timber lower surface of the wooden component, makees jointly with second side steel plate 7
With for improving the second wooden component band direction tension ability.
Timber structure assembled fashioned iron bolt joint further includes that steel plate 5 is filled out in second, with first in fill out steel plate 4 together embedded in the
In the two wooden components 2.
Timber structure assembled fashioned iron bolt joint further includes second side steel plate 7, is wrapped in the second 2 node area of wooden component wood
Material upper surface is used to improve the second wooden component band direction tension ability with 6 collective effect of first side steel plate.
As shown in figure 13, it is vertically arranged with second component fluting in the second wooden component 2, is horizontally arranged in the first wooden component
It slots with second component and slots along first component even, steel plate 4 is filled out in first in first component fluting, is subject to spiral shell by multiple
Bolt 3 is fixed.It is filled out in first in steel plate 4 and second and fills out steel plate 5 in second component fluting, fixed by multiple bolts 3 that are subject to.
Pass through first side steel plate 6 and the second wooden component node of the limitation of second side steel plate 7 area timber in above-described embodiment
Lateral displacement avoid node premature rupture from damaging, simultaneously so as to significantly improve the band cracking load of the second wooden component
It increases the stability of node and extends its service life.It is filled out in other first in steel plate 6 and second and fills out steel plate 7 and be bolted,
It is simple and effective convenient for construction and installation.
Having test proves that common fashioned iron bolt joint can be effectively improved ordinary steel fill plate-bolt connection node brittleness
Failure mode, and opposite bend-carrying capacity can promote 29%, cracking situation is obviously improved.The present invention is keeping common
In the case where the primary structure form of fashioned iron bolt joint, the convenience of construction is improved, can equally be effectively improved timber structure
Bolt joint performance.
Specific embodiments of the present invention are described above.It is to be appreciated that the invention is not limited to above-mentioned
Particular implementation, those skilled in the art can make various deformations or amendments within the scope of the claims, this not shadow
Ring substantive content of the invention.
Claims (8)
1. timber structure assembled fashioned iron bolt joint, including
The interconnected first wooden component (1) and the second wooden component (2),
It is embedded in first in the second wooden component (2) and fills out steel plate (4), this is filled out steel plate (4) in first and passes through the described first wooden structure
Part (1),
It is characterized in that, further including the first side steel plate (6) for being wrapped in second wooden component (2) node area timber lower surface.
2. timber structure assembled fashioned iron bolt joint according to claim 1, which is characterized in that the described second wooden component
(2) it is embedded in second and fills out steel plate (5).
3. timber structure assembled fashioned iron bolt joint according to claim 2, which is characterized in that fill out steel plate in described second
(5) steel plate (4) are filled out in package described first.
4. timber structure assembled fashioned iron bolt joint according to claim 3, which is characterized in that fill out steel plate in described second
It (5) is two blocks of steel plates.
5. timber structure assembled fashioned iron bolt joint according to claim 1, which is characterized in that fill out steel plate in described first
(4) the described first wooden component (1) is passed through, it is fixed by bolt (3).
6. timber structure assembled fashioned iron bolt joint according to claim 3, which is characterized in that fill out steel plate in described first
(4) and in described second steel plate (5) are filled out in the second wooden component (2), are filled out in described second in steel plate (5) package described first
It fills out in steel plate (4), it is fixed by bolt (3).
7. timber structure assembled fashioned iron bolt joint according to claim 1, which is characterized in that the described second wooden component
(2) it is vertically arranged with the second wooden component fluting in, is horizontally arranged in the described first wooden component (1) and slots with second component (2)
Along the first wooden component fluting even, steel plate (4) are filled out in described first in the second wooden component fluting and the first wooden component fluting.
8. timber structure assembled fashioned iron bolt joint according to claim 1, which is characterized in that the described second wooden component
(2) node area timber upper surface is enclosed with second side steel plate (7).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201811361093.5A CN109281403A (en) | 2018-11-15 | 2018-11-15 | Timber structure assembled fashioned iron bolt joint |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201811361093.5A CN109281403A (en) | 2018-11-15 | 2018-11-15 | Timber structure assembled fashioned iron bolt joint |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN109281403A true CN109281403A (en) | 2019-01-29 |
Family
ID=65175813
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201811361093.5A Pending CN109281403A (en) | 2018-11-15 | 2018-11-15 | Timber structure assembled fashioned iron bolt joint |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN109281403A (en) |
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109853739A (en) * | 2019-02-27 | 2019-06-07 | 青岛理工大学 | Assembled steel-wood combined node |
| CN112575894A (en) * | 2021-01-27 | 2021-03-30 | 郑州大学 | Self-resetting friction energy-consumption bolt connection node of wood structure |
| CN113047434A (en) * | 2021-04-20 | 2021-06-29 | 同济大学 | Glued wood beam extension node |
| CN113175085A (en) * | 2021-04-20 | 2021-07-27 | 同济大学 | Glued wood column base node |
| CN115404988A (en) * | 2022-08-30 | 2022-11-29 | 武汉理工大学 | Glued wood beam column arc-shaped end connecting node structure and design method thereof |
Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2001107473A (en) * | 1999-10-07 | 2001-04-17 | Takenaka Komuten Co Ltd | Joining section of woody member and woody member for joining |
| CN103276816A (en) * | 2013-05-14 | 2013-09-04 | 南京工业大学 | Slot enhancement mode large-span glued wood post roof beam connection structure |
| CN104631642A (en) * | 2014-12-19 | 2015-05-20 | 上海建科工程改造技术有限公司 | Reinforced concrete swing wall component with bolt type connection |
| CN204983147U (en) * | 2015-04-29 | 2016-01-20 | 同济大学 | Timber structure bolt steel sheet node |
| CN108385838A (en) * | 2018-02-09 | 2018-08-10 | 上海市建筑科学研究院 | A kind of energy consumption timber structure node for pasting recombination bamboo clappers |
| CN207959512U (en) * | 2018-02-09 | 2018-10-12 | 上海市建筑科学研究院 | A kind of energy consumption timber structure node of encased steel plate |
-
2018
- 2018-11-15 CN CN201811361093.5A patent/CN109281403A/en active Pending
Patent Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2001107473A (en) * | 1999-10-07 | 2001-04-17 | Takenaka Komuten Co Ltd | Joining section of woody member and woody member for joining |
| CN103276816A (en) * | 2013-05-14 | 2013-09-04 | 南京工业大学 | Slot enhancement mode large-span glued wood post roof beam connection structure |
| CN104631642A (en) * | 2014-12-19 | 2015-05-20 | 上海建科工程改造技术有限公司 | Reinforced concrete swing wall component with bolt type connection |
| CN204983147U (en) * | 2015-04-29 | 2016-01-20 | 同济大学 | Timber structure bolt steel sheet node |
| CN108385838A (en) * | 2018-02-09 | 2018-08-10 | 上海市建筑科学研究院 | A kind of energy consumption timber structure node for pasting recombination bamboo clappers |
| CN207959512U (en) * | 2018-02-09 | 2018-10-12 | 上海市建筑科学研究院 | A kind of energy consumption timber structure node of encased steel plate |
Cited By (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109853739A (en) * | 2019-02-27 | 2019-06-07 | 青岛理工大学 | Assembled steel-wood combined node |
| CN112575894A (en) * | 2021-01-27 | 2021-03-30 | 郑州大学 | Self-resetting friction energy-consumption bolt connection node of wood structure |
| CN112575894B (en) * | 2021-01-27 | 2022-05-17 | 郑州大学 | Self-resetting friction energy-consumption bolt connection node of wood structure |
| CN113047434A (en) * | 2021-04-20 | 2021-06-29 | 同济大学 | Glued wood beam extension node |
| CN113175085A (en) * | 2021-04-20 | 2021-07-27 | 同济大学 | Glued wood column base node |
| CN115404988A (en) * | 2022-08-30 | 2022-11-29 | 武汉理工大学 | Glued wood beam column arc-shaped end connecting node structure and design method thereof |
| CN115404988B (en) * | 2022-08-30 | 2024-01-26 | 武汉理工大学 | Connecting node structure of arc-shaped end of laminated wood beam column and design method thereof |
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| PB01 | Publication | ||
| PB01 | Publication | ||
| SE01 | Entry into force of request for substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| RJ01 | Rejection of invention patent application after publication | ||
| RJ01 | Rejection of invention patent application after publication |
Application publication date: 20190129 |