CN108396867A - Multiple wooden frames and the same absolute altitude connection structure of pin and method - Google Patents
Multiple wooden frames and the same absolute altitude connection structure of pin and method Download PDFInfo
- Publication number
- CN108396867A CN108396867A CN201810437126.3A CN201810437126A CN108396867A CN 108396867 A CN108396867 A CN 108396867A CN 201810437126 A CN201810437126 A CN 201810437126A CN 108396867 A CN108396867 A CN 108396867A
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- CN
- China
- Prior art keywords
- wooden frame
- steel
- pin
- wooden
- rest
- 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
Links
- 238000000034 method Methods 0.000 title claims abstract description 11
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 93
- 239000010959 steel Substances 0.000 claims abstract description 93
- 238000005516 engineering process Methods 0.000 description 2
- 239000002023 wood Substances 0.000 description 2
- 230000009286 beneficial effect Effects 0.000 description 1
- 238000009435 building construction Methods 0.000 description 1
- 238000010276 construction Methods 0.000 description 1
- 239000003292 glue Substances 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000009466 transformation Effects 0.000 description 1
- 238000003466 welding Methods 0.000 description 1
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
- E04B1/2604—Connections specially adapted therefor
- E04B1/2608—Connectors made from folded sheet metal
-
- 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
- E04B2001/2644—Brackets, gussets or joining plates
Landscapes
- 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 invention discloses multiple wooden frames and the same absolute altitude connection structure of pin, including：Vertical pin；The wooden frame steel rest being fixed in by bolt on the pin；It is fastened on multiple wooden frame pads of the wooden frame steel rest；Bottom end is fixed on multiple wooden frame end stirrup plates of the wooden frame steel rest；It is fastened with the wooden frame end stirrup plate, multiple wooden frames of the wooden frame pad are close in bottom.A kind of multiple wooden frames and the same absolute altitude connection method of pin are also disclosed, including：Vertically place pin；Wooden frame steel rest is made, and wooden frame steel rest is fixed in bolt on pin；Wooden frame pad is made, and each wooden frame pad is fastened on to the side at each wooden frame end of wooden frame steel rest respectively；Wooden frame end stirrup plate is made, and each wooden frame end stirrup plate is fixed on each wooden frame end of wooden frame steel rest；Wooden frame is fixed into wooden frame end stirrup plate, wooden frame pad is close in wooden frame bottom.The present invention's can realize more wooden frame, pin connection simultaneously in same absolute altitude, different directions.
Description
Technical field
The present invention relates to the realm of building construction more particularly to wooden frame to be connect with the same absolute altitude of pin.
Background technology
Often there is the wooden vestibule complications detour in Landscape Architecture, intersect in length and breadth, pin needs to connect with multiple wooden frames in some cases
It connects.General wooden frame column tradition connection way is tenon connection, needs to open up mortise in pin when traditional method, to insert with beam tenon
Enter.Opening up for mortise is on the one hand time-consuming, while mortise impairs pin section, and is generally difficult in same absolute altitude, no
Connection that is equidirectional while realizing more wooden frame, pin.
Invention content
The purpose of the present invention is to provide multiple wooden frames and the same absolute altitude connection structure and method of pin, can be in same mark
High, different directions realize more wooden frame, pin connection simultaneously.
Realizing the technical solution of above-mentioned purpose is：
Multiple wooden frames of one of the present invention and the same absolute altitude connection structure of pin, including：
Vertical pin；
The wooden frame steel rest being fixed in by bolt on the pin；
It is fastened on multiple wooden frame pads of each wooden frame end side on the wooden frame steel rest；
Bottom end is fixed on multiple wooden frame end stirrup plates on the wooden frame steel rest；And
It is inserted into the wooden frame end stirrup plate and is fastened by bolts, multiple wooden frames of the wooden frame pad are close in bottom.
Preferably, the gradient on wooden frame pad surface agrees with the angle between the wooden frame and the wooden frame steel rest.
Preferably, the wooden frame steel rest includes：
It is sleeved on the pin, and is provided with the steel bushing of multiple bolts hole on lateral wall；
It is welded on to ring set on the steel bushing side wall, and in the steel lifts plate at the multiple wooden frame ends of surface bearing；And
It is equally spacedly welded on the steel bushing side wall and steel lifts plate bottom surface, and rectangular triangle is more
A stiffened steel plates.
Preferably, the thickness of the steel lifts plate is greater than or equal to 8mm, and the width of steel bushing side wall described in Edge Distance is big
In or equal to 200mm；
The diameter of the steel bushing upper bolt hole is greater than or equal to 12mm.
Multiple wooden frames of the two of the present invention and the same absolute altitude connection method of pin, including：
Vertically place pin；
Wooden frame steel rest is made, and wooden frame steel rest is fixed in bolt on pin；
Wooden frame pad is made, and each wooden frame pad is fastened on to the side at each wooden frame end of wooden frame steel rest respectively；
Wooden frame end stirrup plate is made, and each wooden frame end stirrup plate is fixed on wooden frame steel rest；
Wooden frame is inserted into the stirrup plate of wooden frame end and is fastened by bolts, wooden frame pad is close in wooden frame bottom.
Preferably, the wooden frame steel rest includes：
It is sleeved on the pin, and is provided with the steel bushing of multiple bolts hole on lateral wall；
It is welded on to ring set on the steel bushing side wall, and in the steel lifts plate at the multiple wooden frame ends of surface bearing；And
It is equally spacedly welded on the steel bushing side wall and steel lifts plate bottom surface, and rectangular triangle is more
A stiffened steel plates.
Preferably, the wooden frame end stirrup board tightly fixed wooden frame pad and has been welded on the wooden frame steel rest.
The beneficial effects of the invention are as follows：The present invention on pin by being arranged wooden frame steel rest, in being with wooden frame steel rest
It is situated between, can realizes more wooden frame, pin connection simultaneously in same absolute altitude, different directions, enhance what pin was connect with wooden frame
Flexibility.It avoids opening up beam mortise on column simultaneously, saves working hour.Also, by regulation wooden frame steel rest and add steel of putting more energy into
Plate effectively increases support strength.
Description of the drawings
Fig. 1 is the front view of the multiple wooden frames and the same absolute altitude connection structure of pin of one of present invention；
Fig. 2 is the a-a of front view shown in Fig. 1 to sectional view；
Fig. 3 is the vertical view of wooden frame steel rest in the present invention；
Fig. 4 is the b-b of vertical view shown in Fig. 3 to sectional view；
Fig. 5 is the flow chart of the multiple wooden frames and the same absolute altitude connection method of pin of the two of the present invention.
Specific implementation mode
The present invention will be further described with reference to the accompanying drawings.
It please refers to Fig.1 to Fig.4, multiple wooden frames and the same absolute altitude connection structure of pin of one of present invention, including pin 1,
Multiple wooden frames 2, wooden frame steel rest 3, multiple wooden frame pads 4 and multiple wooden frame end stirrup plates 5.
Pin 1 is placed vertically.Wooden frame steel rest 3 is fixed in by bolt 6 on pin 1.Each wooden frame pad 4 is fastened on wooden frame steel
The side at each wooden frame end of rest 3.(welding) is fixed at each wooden frame end of wooden frame steel rest 3 in the bottom end of each wooden frame end stirrup plate 5
Position.Wooden frame 2 is inserted into wooden frame end stirrup plate 5 and is fastened by bolt 6, and wooden frame pad 4 is close in 2 bottom of wooden frame.Obviously, wooden frame pad
The gradient on 4 surfaces agrees with the angle between wooden frame 2 and the steel lifts plate 8 of wooden frame steel rest 3.
Specifically, wooden frame steel rest 3 includes steel bushing 7, steel lifts plate 8 and multiple stiffened steel plates 9.Steel bushing 7 is sleeved on wood
Multiple bolts hole 10 are provided on column 1, and on lateral wall.It is welded on 7 side wall of steel bushing to 8 ring set of steel lifts plate, and upper
The multiple wooden frame one end of surface support.9 rectangular triangle of stiffened steel plates, each stiffened steel plates 9 are equally spacedly welded on steel bushing 7
Side wall and steel lifts plate 8 bottom surface on.The thickness of steel lifts plate 8 is greater than or equal to 8mm, 7 side wall of Edge Distance steel bushing
Width is greater than or equal to 200mm；The diameter of 7 upper bolt hole 10 of steel bushing is greater than or equal to 12mm.
Referring to Fig. 5, the two of the present invention multiple wooden frames and the same absolute altitude connection method of pin, include the following steps：
Step S1 vertically places pin 1.Pin 1 (should can bear structure side with infrastructure using rigid connection
The moment of flexure generated to power), and pin 1 answers accurate positioning
Step S2 makes wooden frame steel rest 3, steel rest bolt 6 is fixed on to the pre-position of pin 1.Wooden frame steel
Rest 3 preferably makes in factory, and positioning should be accurate on column.6 diameter of bolt, which should calculate, determines not less than 12mm, and tightens.
The bolt hole of pin 1 should in-site installation when drilled as holes.
Step S3 makes wooden frame pad 4, and each wooden frame pad 4 is fastened on to the side at 3 each wooden frame end of wooden frame steel rest respectively.
It since wooden frame 2 is usually angled with steel lifts plate 8, therefore needs that wooden frame pad 4 is preferably arranged under wooden frame 2, so as to wooden frame 2 and its
Undersetting has larger bearing surface, and it is wide with wooden frame 2 that wooden frame pads 4 width.Wooden frame pads 4 shapes and answers setting-out accurate, and wooden frame pad 4 is flat with steel
8 possible constructions glue sticking of supporting plate is secured.The wooden frame pad 4 being connected firmly with wooden frame 2 can be also considered as to 2 one of wooden frame, directly shelved
In steel lifts plate 8.Certainly, it is that wooden frame pad 4 is fixed in steel lifts plate 8 in the present embodiment.
Step S4, makes wooden frame end stirrup plate 5, and each 5 clamping of wooden frame end stirrup plate fixed wooden frame pad 4 and has been welded on wood
On joist steel rest 3.
Wooden frame 2 is inserted into wooden frame end stirrup plate 5 and is fastened by bolt 6 by step S5, and wooden frame pad is close in 2 bottom of wooden frame
4。
To sum up, invention enhances the flexibilities that pin is connect with wooden frame.Meanwhile, it is capable in same absolute altitude, different directions
The connection of more wooden frame, pin is realized simultaneously.Also, it avoids opening up beam mortise on column, saves working hour.
Above example is used for illustrative purposes only rather than limitation of the present invention, the technology people in relation to technical field
Member, without departing from the spirit and scope of the present invention, can also make various transformation or modification, therefore all equivalent
Technical solution should also belong to scope of the invention, should be limited by each claim.
Claims (7)
1. a kind of multiple wooden frames and the same absolute altitude connection structure of pin, which is characterized in that including：
Vertical pin；
The wooden frame steel rest being fixed in by bolt on the pin；
It is fastened on multiple wooden frame pads of each wooden frame end side on the wooden frame steel rest；
Bottom end is fixed on multiple wooden frame end stirrup plates on the wooden frame steel rest；And
It is inserted into the wooden frame end stirrup plate and is fastened by bolts, multiple wooden frames of the wooden frame pad are close in bottom.
2. multiple wooden frames according to claim 1 and the same absolute altitude connection structure of pin, which is characterized in that the wooden frame pad
The gradient on surface agrees with the angle between the wooden frame and the wooden frame steel rest.
3. multiple wooden frames according to claim 1 and the same absolute altitude connection structure of pin, which is characterized in that the wooden frame steel
Rest includes：
It is sleeved on the pin, and is provided with the steel bushing of multiple bolts hole on lateral wall；
It is welded on to ring set on the steel bushing side wall, and in the steel lifts plate at the multiple wooden frame ends of surface bearing；And equidistantly
Ground is welded on the steel bushing side wall and steel lifts plate bottom surface, and at right angles multiple stiffened steel plates of triangle.
4. multiple wooden frames according to claim 3 and the same absolute altitude connection structure of pin, which is characterized in that the steel lifts
The thickness of plate is greater than or equal to 8mm, and the width of steel bushing side wall described in Edge Distance is greater than or equal to 200mm；
The diameter of the steel bushing upper bolt hole is greater than or equal to 12mm.
5. a kind of multiple wooden frames and the same absolute altitude connection method of pin, which is characterized in that including：
Vertically place pin；
Wooden frame steel rest is made, and wooden frame steel rest is fixed in bolt on pin；
Wooden frame pad is made, and each wooden frame pad is fastened on to the side at each wooden frame end of wooden frame steel rest respectively；
Wooden frame end stirrup plate is made, and each wooden frame end stirrup plate is fixed on wooden frame steel rest；
Wooden frame is inserted into the stirrup plate of wooden frame end and is fastened by bolts, wooden frame pad is close in wooden frame bottom.
6. multiple wooden frames according to claim 5 and the same absolute altitude connection method of pin, which is characterized in that the wooden frame steel
Rest includes：
It is sleeved on the pin, and is provided with the steel bushing of multiple bolts hole on lateral wall；
It is welded on to ring set on the steel bushing side wall, and in the steel lifts plate at the multiple wooden frame ends of surface bearing；And
It is equally spacedly welded on the steel bushing side wall and steel lifts plate bottom surface, and at right angles the multiple of triangle add
Strength steel plate.
7. multiple wooden frames according to claim 5 and the same absolute altitude connection method of pin, which is characterized in that the wooden frame end
Stirrup board tightly fixed wooden frame pad and has been welded on the wooden frame steel rest.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201810437126.3A CN108396867A (en) | 2018-05-09 | 2018-05-09 | Multiple wooden frames and the same absolute altitude connection structure of pin and method |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201810437126.3A CN108396867A (en) | 2018-05-09 | 2018-05-09 | Multiple wooden frames and the same absolute altitude connection structure of pin and method |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN108396867A true CN108396867A (en) | 2018-08-14 |
Family
ID=63100809
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201810437126.3A Pending CN108396867A (en) | 2018-05-09 | 2018-05-09 | Multiple wooden frames and the same absolute altitude connection structure of pin and method |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN108396867A (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111255072A (en) * | 2020-01-22 | 2020-06-09 | 青岛理工大学 | Bowl-buckle type wood beam column combined node and mounting method |
| CN114108815A (en) * | 2021-09-28 | 2022-03-01 | 广东省建筑设计研究院有限公司 | Prestress type steel concrete node for turning part of zigzag column and frame beam |
Citations (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103147532A (en) * | 2013-03-21 | 2013-06-12 | 东南大学 | Double-layer dome structure of space made of bamboo |
| CN103890290A (en) * | 2011-09-15 | 2014-06-25 | Sr系统有限责任公司 | Construction system providing structural integrity with integral seal |
| CN205531458U (en) * | 2016-02-04 | 2016-08-31 | 郝赤彪 | Composite construction view pavilion |
| CN205637281U (en) * | 2016-05-27 | 2016-10-12 | 南京林业大学 | Connecting piece of wattle and ridge |
| CN206570927U (en) * | 2017-03-21 | 2017-10-20 | 赵瑞娟 | It is a kind of can quick assembling steel structure technique |
| CN208235715U (en) * | 2018-05-09 | 2018-12-14 | 上海鼎创建筑设计有限公司 | Multiple wooden frames and the same absolute altitude connection structure of pin |
| CN213448871U (en) * | 2020-09-28 | 2021-06-15 | 西京学院 | Wood structure pitched roof beam node device |
-
2018
- 2018-05-09 CN CN201810437126.3A patent/CN108396867A/en active Pending
Patent Citations (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103890290A (en) * | 2011-09-15 | 2014-06-25 | Sr系统有限责任公司 | Construction system providing structural integrity with integral seal |
| CN103147532A (en) * | 2013-03-21 | 2013-06-12 | 东南大学 | Double-layer dome structure of space made of bamboo |
| CN205531458U (en) * | 2016-02-04 | 2016-08-31 | 郝赤彪 | Composite construction view pavilion |
| CN205637281U (en) * | 2016-05-27 | 2016-10-12 | 南京林业大学 | Connecting piece of wattle and ridge |
| CN206570927U (en) * | 2017-03-21 | 2017-10-20 | 赵瑞娟 | It is a kind of can quick assembling steel structure technique |
| CN208235715U (en) * | 2018-05-09 | 2018-12-14 | 上海鼎创建筑设计有限公司 | Multiple wooden frames and the same absolute altitude connection structure of pin |
| CN213448871U (en) * | 2020-09-28 | 2021-06-15 | 西京学院 | Wood structure pitched roof beam node device |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111255072A (en) * | 2020-01-22 | 2020-06-09 | 青岛理工大学 | Bowl-buckle type wood beam column combined node and mounting method |
| CN114108815A (en) * | 2021-09-28 | 2022-03-01 | 广东省建筑设计研究院有限公司 | Prestress type steel concrete node for turning part of zigzag column and frame beam |
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| Date | Code | Title | Description |
|---|---|---|---|
| PB01 | Publication | ||
| PB01 | Publication | ||
| SE01 | Entry into force of request for substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| CB02 | Change of applicant information |
Address after: Room 414A2, 69 Jinxi Road, Yangpu District, Shanghai Applicant after: Shanghai Metropolitan Regeneration Industry Co., Ltd. Address before: Room 414A2, 69 Jinxi Road, Yangpu District, Shanghai Applicant before: Shanghai Ding Chuang Architectural Design Co., Ltd. |
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| CB02 | Change of applicant information |