CN106836488A - A kind of timber structure cross steel plate node connection - Google Patents
A kind of timber structure cross steel plate node connection Download PDFInfo
- Publication number
- CN106836488A CN106836488A CN201710027826.0A CN201710027826A CN106836488A CN 106836488 A CN106836488 A CN 106836488A CN 201710027826 A CN201710027826 A CN 201710027826A CN 106836488 A CN106836488 A CN 106836488A
- Authority
- CN
- China
- Prior art keywords
- steel plate
- cross steel
- center pillar
- rectangular beam
- cross
- 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
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
-
- 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
- E04B2001/2648—Brackets, gussets or joining plates located in slots of the elongated wooden members
-
- 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
-
- 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
- E04B2001/2676—Connector nodes
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 present invention provides a kind of timber structure cross steel plate node connection, is mainly used in modern wood structure assembled architecture field.The present invention is mainly made up of rectangular beam, upper and lower center pillar, cross steel plate, split bolt.It is characterized in that rectangular beam, center pillar, cross steel plate are prefabricated in the factory, and reserve corresponding screw.During installation, cross steel plate and upper and lower center pillar and surrounding rectangular beam distinguished into anchor connection with split bolt integral.The present invention is used as connector by steel member, realizes the assembled assembling of wood frame construction, forms the structural system of stabilization, has the advantages that node strength is high, connection is reliable, processing and fabricating is easy for installation, speed of application is fast, industrialization degree is high.
Description
Technical field：
Patent of the present invention is related to the rectangular beam of timber buildings in architectural engineering, the technical problem of king post joint connection and wood
The method of construction of structural construction assembled integrated.
Background technology：
Timber structure because its material day into, dead load is light, anti-seismic performance is good, sustainability is strong the advantages of, it is deep by people's
Like.But in architectural process, built speed is slower, particularly the Tenon node of Wood construction makes rather complicated, time-consuming, machinery
Change low degree, low production efficiency, labor strength is big.Also, Tenon position of joints compared to other spot sizes by
Weaken, be the weak link of structure, be susceptible to such as out of joint, cracking, be broken equivalent damage, or even be broken.Therefore, for
Upper problem, the purpose of patent of the present invention is the wooden component assembled integrated of design, using Novel pole a tree, used in making timber for boats node, industrialized mode life
Postpartum carries out Assembling again.With sound construction, node strength is high, and connection is reliable, easy to assembly, convenient transportation, construction speed
The features such as spending fast, industrialization degree is high, can significantly mitigate labor strength and workload.
The content of the invention：
It is an object of the invention to provide a kind of timber structure assembled integrated building system and its implementation.Mainly pass through
Fabricated framework composition, realizes the integration construction of building structure.
To achieve the above object, the technical scheme that patent of the present invention is used is as follows：
Center pillar up and down, rectangle beam connecting node in timber buildings, it is characterized in that：Cross steel plate is respectively interposed in square
In the default notch in ellbeam end, the anchoring of cross steel plate and rectangular beam is realized by the split bolt of both sides, whole process should be protected
Rectangular beam is held with the vertical of interlayer center pillar.Rectangular beam of the invention, king post joint connection are safe and reliable, energy power transmission well, and
Production efficiency can be greatly improved, promotes industrialized development.
The cross steel plate is by equal strength by two blocks of steel plates one piece of both sides of integral plate by butt weld mode
Principle is welded into an entirety and realizes.Depending on its Size of welds should be according to thickness of slab, stress and detailing requiments.Joint edge is beaten simultaneously
Right angle is worn into, is easy to rectangular beam, center pillar to install.The shearing and moment of flexure that cross steel plate steel plate thickness need to bear according to node determine.
Plate body is disposed with screw, and the screw spacing of same side plate is relative to be consistent, and aperture is determined according to project situation calculating.Number of Bolts
Depending on amount, diameter and spacing are according to specific stress, and the solid matter as far as possible in the case where steel plate net section meets requirement.
The upper and lower center pillar is prefabricated in the factory, and the reserved notch in end, and the size of notch should be upper and lower with cross steel plate
Accordingly interspersed portion size is consistent, is easy to the installation of cross steel plate upper and lower ends and levels center pillar, as shown in Figure 4.Meanwhile,
Shaft relevant position opens up corresponding screw along height, and screw arrangement is corresponded with the screw on cross steel plate, is easy to center pillar
With the firm connection of cross steel plate.
The rectangular beam is prefabricated in the factory, and the reserved notch in end, and the size of notch corresponding to cross steel plate should be worn
Plug part size is consistent, such as Fig. 4, is easy to the installation of cross steel plate and surrounding rectangular beam.Meanwhile, opened up along rectangular beam horizontal direction
Corresponding screw, screw arrangement should be corresponded with the screwhole position on cross steel plate.Ten are realized by the split bolt of both sides
The anchoring of word steel plate and rectangular beam.
The split bolt uses zinc-plated split bolt.
Brief description of the drawings：
Fig. 1 is that cross steel plate screw arranges front view；
Fig. 2 is cross steel plate overall schematic；
Fig. 3 is that cross steel plate screw arranges top view；
Fig. 4 is joint structure overall schematic；
In figure, 1, rectangular beam, 2, center pillar, 3, screw, 4, cross steel plate, 5, notch, 6, split bolt.
Specific implementation：
With reference to Figure of description, the invention will be further described：
As shown in Figure 1 to 4, the timber structure cross steel plate node connection is connected as rectangular beam and center pillar using steel node
Node is connect, mainly includes rectangular beam 1, center pillar 2, cross steel plate 4, split bolt 6.It is characterized in that：The steel node uses ten
Word steel plate 4, is welded by the principle of equal strength using butt weld mode with two blocks of steel plates respectively one piece of both sides of integral plate
Into an entirety.Depending on its Size of welds should be according to thickness of slab, stress and detailing requiments.It is simultaneously that joint edge polishing is at a right angle, just
Installed in rectangular beam, center pillar.The shearing and moment of flexure that cross steel plate steel plate thickness need to bear according to node determine.
The whole body of the cross steel plate 4 arranges that the distance between screw 3, screw 3 should keep according to mode described in Fig. 1~Fig. 4
Identical, aperture is determined according to project situation calculating.Depending on the quantity of the split bolt, diameter and spacing are according to specific stress,
And solid matter of being tried one's best in the case where steel plate net section meets requirement.
The center pillar 2, rectangular beam 1 are prefabricated in the factory, and set respective slot 5, are easy to in-site installation.The cross steel plate
4 upper and lower sides are docked with the center pillar 2 for opening up cross notch 5 in advance, and are anchored by split bolt 6, are controlled during anchoring whole
Body remains at vertical position；The cycle side plate of the cross steel plate 4 four passes through split bolt with the rectangular beam for opening up notch 5 in advance
6 are anchored, and period keeps the vertical of rectangular beam 1 and adjacent rectangle beam 1 and center pillar 2.
When specifically being installed, lower floor center pillar 2 is first installed, then carries out the bar planting of cross steel plate 4, treat post plan-position, absolute altitude,
After perpendicularity correction is errorless, cross steel plate 4 is fixed with center pillar 2 with split bolt 6.Afterwards equally successively by upper strata post 2, surrounding
The anchor connection of rectangular beam 1 into an entirety, to reach the effect of reliable power transmission.
Claims (2)
1. the present invention provides a kind of connection of timber structure cross steel plate node, mainly by rectangular beam, center pillar, cross steel disc, to drawing spiral shell
Bolt is constituted.It is characterized in that rectangular beam, upper and lower center pillar, cross steel plate are prefabricated in the factory, and reserve corresponding screw.During installation, use
Cross steel plate is anchored and is connected integral by split bolt respectively with upper lower prop and surrounding beam.
2. the cross steel plate according to claim 1, it is characterised in that by one piece of both sides of integral plate respectively with two blocks of steel
Plate is welded into an entirety using butt weld mode by the principle of equal strength.Its Size of welds should be according to thickness of slab, stress and construction
It is required that depending on.It is simultaneously that joint edge polishing is at a right angle, it is easy to rectangular beam, center pillar to install.Cross steel plate steel plate thickness need to be according to section
The shearing and moment of flexure that point bears determine.Plate body is disposed with screw, and the screw spacing of same side plate is relative to be consistent, aperture according to
Project situation calculates to determine.Depending on bolt quantity, diameter and spacing are according to specific stress, meet under requirement in steel plate net section
In the case of as far as possible solid matter.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710027826.0A CN106836488A (en) | 2017-01-09 | 2017-01-09 | A kind of timber structure cross steel plate node connection |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710027826.0A CN106836488A (en) | 2017-01-09 | 2017-01-09 | A kind of timber structure cross steel plate node connection |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN106836488A true CN106836488A (en) | 2017-06-13 |
Family
ID=59124662
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201710027826.0A Pending CN106836488A (en) | 2017-01-09 | 2017-01-09 | A kind of timber structure cross steel plate node connection |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN106836488A (en) |
Cited By (16)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107687207A (en) * | 2017-09-30 | 2018-02-13 | 北京浩石集成房屋有限公司 | The Corner Link of one plants case angle corner connecting assemldy and its composition |
| CN107700664A (en) * | 2017-09-29 | 2018-02-16 | 安徽好家环境科技有限公司 | A kind of Tenon wooden frame structure |
| CN108060719A (en) * | 2017-12-18 | 2018-05-22 | 南京林业大学 | More, high-rise wood/bamboo frame structure core column type node |
| CN108222289A (en) * | 2018-03-22 | 2018-06-29 | 南京工业大学 | A kind of assembled bamboo wood beam-column joint connecting structure |
| CN108385833A (en) * | 2018-02-07 | 2018-08-10 | 扬州工业职业技术学院 | Prefabricated beam column construction and attaching method thereof |
| CN108425431A (en) * | 2018-02-07 | 2018-08-21 | 扬州工业职业技术学院 | Novel beam column construction and connection method |
| CN109505358A (en) * | 2017-09-15 | 2019-03-22 | 青岛理工大学 | A kind of assembling type node across timber structure greatly |
| CN109505357A (en) * | 2017-09-15 | 2019-03-22 | 青岛理工大学 | A kind of production method greatly across timber structure assembling type node |
| CN109898741A (en) * | 2017-12-07 | 2019-06-18 | 扬州工业职业技术学院 | Novel fabricated triangle timber truss structure |
| CN110004979A (en) * | 2019-04-29 | 2019-07-12 | 中铁第四勘察设计院集团有限公司 | Stringer end node and assembly method in combined assembled subway station integrated precast |
| CN110820940A (en) * | 2019-11-21 | 2020-02-21 | 扬州工业职业技术学院 | Combined light wood member in wood structure building and installation method thereof |
| CN112627344A (en) * | 2020-12-10 | 2021-04-09 | 南京林业大学 | Wood structure beam column connecting node installation method and assembly type building construction method |
| CN113062458A (en) * | 2021-04-02 | 2021-07-02 | 西南科技大学 | Anchor and wood structure connecting joint with same |
| WO2021155481A1 (en) * | 2020-02-05 | 2021-08-12 | Universidad Diego Portales | Structural system with self-scaffolding, structure comprising same and method for building a structure using the structural system with self-scaffolding |
| CN114753510A (en) * | 2022-04-24 | 2022-07-15 | 石家庄铁道大学 | Steel-wood combined connecting joint based on sleeve connection |
| CN115126129A (en) * | 2022-06-17 | 2022-09-30 | 南京工业大学 | Light-duty timber construction low carbon integration curtain system |
-
2017
- 2017-01-09 CN CN201710027826.0A patent/CN106836488A/en active Pending
Cited By (17)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109505358A (en) * | 2017-09-15 | 2019-03-22 | 青岛理工大学 | A kind of assembling type node across timber structure greatly |
| CN109505357A (en) * | 2017-09-15 | 2019-03-22 | 青岛理工大学 | A kind of production method greatly across timber structure assembling type node |
| CN107700664A (en) * | 2017-09-29 | 2018-02-16 | 安徽好家环境科技有限公司 | A kind of Tenon wooden frame structure |
| CN107687207A (en) * | 2017-09-30 | 2018-02-13 | 北京浩石集成房屋有限公司 | The Corner Link of one plants case angle corner connecting assemldy and its composition |
| CN109898741A (en) * | 2017-12-07 | 2019-06-18 | 扬州工业职业技术学院 | Novel fabricated triangle timber truss structure |
| CN108060719A (en) * | 2017-12-18 | 2018-05-22 | 南京林业大学 | More, high-rise wood/bamboo frame structure core column type node |
| CN108385833A (en) * | 2018-02-07 | 2018-08-10 | 扬州工业职业技术学院 | Prefabricated beam column construction and attaching method thereof |
| CN108425431A (en) * | 2018-02-07 | 2018-08-21 | 扬州工业职业技术学院 | Novel beam column construction and connection method |
| CN108222289A (en) * | 2018-03-22 | 2018-06-29 | 南京工业大学 | A kind of assembled bamboo wood beam-column joint connecting structure |
| CN110004979A (en) * | 2019-04-29 | 2019-07-12 | 中铁第四勘察设计院集团有限公司 | Stringer end node and assembly method in combined assembled subway station integrated precast |
| CN110820940A (en) * | 2019-11-21 | 2020-02-21 | 扬州工业职业技术学院 | Combined light wood member in wood structure building and installation method thereof |
| WO2021155481A1 (en) * | 2020-02-05 | 2021-08-12 | Universidad Diego Portales | Structural system with self-scaffolding, structure comprising same and method for building a structure using the structural system with self-scaffolding |
| CN112627344A (en) * | 2020-12-10 | 2021-04-09 | 南京林业大学 | Wood structure beam column connecting node installation method and assembly type building construction method |
| CN113062458A (en) * | 2021-04-02 | 2021-07-02 | 西南科技大学 | Anchor and wood structure connecting joint with same |
| CN114753510A (en) * | 2022-04-24 | 2022-07-15 | 石家庄铁道大学 | Steel-wood combined connecting joint based on sleeve connection |
| CN114753510B (en) * | 2022-04-24 | 2023-12-05 | 石家庄铁道大学 | Steel-wood combined connection node based on sleeve connection |
| CN115126129A (en) * | 2022-06-17 | 2022-09-30 | 南京工业大学 | Light-duty timber construction low carbon integration curtain system |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN106836488A (en) | A kind of timber structure cross steel plate node connection | |
| CN206554274U (en) | Novel fabricated timber buildings cross steel plate connecting node | |
| CN109853739B (en) | Assembled steel-wood combined node | |
| CN104032840B (en) | The prestressing force assembling frame node connecting structure of additional angle steel | |
| CN110616808B (en) | Assembled floor type steel-wood combined node and assembling method thereof | |
| CN103912073B (en) | A kind of built-in profile steel steel pipe concrete frame low yield point steel plate shear wall structure | |
| CN109930746B (en) | Assembled bamboo-wood beam column, connecting piece, assembling and disassembling method thereof and bamboo-wood structure node | |
| CN102995756B (en) | Concrete-filled rectangular steel tube column-box girder full-bolt connection node and construction method | |
| CN106930593A (en) | Bamboo（Wood）Frame structure beam column assembled energy dissipation node | |
| CN201411824Y (en) | Direct assembled steel pipe concrete combination special-shaped column | |
| CN101565969A (en) | Indirect assembly concrete-filled steel tube combined special-shaped column and production method thereof | |
| CN103883025B (en) | Assembling type combination steel plate shear wall | |
| CN108222289A (en) | A kind of assembled bamboo wood beam-column joint connecting structure | |
| CN103821261A (en) | Assembly honeycomb steel plate shear wall | |
| CN101565968A (en) | Direct assembly concrete-filled steel tube combined special-shaped column and production method thereof | |
| CN105155687A (en) | H-shaped steel column flange plate side prefabricated double-groove profile steel combined rigid connecting node | |
| CN103883029A (en) | Assembling type reinforcing steel plate shear wall | |
| CN110195469A (en) | A kind of energy consumption steel bean column node for prefabricated assembling type reinforced concrete frame structure | |
| CN105649205A (en) | Connection structure of wood frame column in multi-story and tall wood structure | |
| CN209989945U (en) | Assembled bamboo-wood beam column and connecting piece and bamboo-wood structure node thereof | |
| CN104032832A (en) | Post-tensioning method prestress bamboo-wood framework | |
| CN109723151A (en) | A kind of more high-rise wood/bamboo frame structure bean column nodes | |
| CN201411825Y (en) | Indirect assembled steel pipe concrete combination special-shaped column | |
| CN110284725B (en) | Reinforced concrete frame node beam hogging moment assembly steel structure and reinforcing method thereof | |
| CN105735529B (en) | A kind of stull formula steel frame steel plate shear wall structure being easily assembled |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| PB01 | Publication | ||
| PB01 | Publication | ||
| WD01 | Invention patent application deemed withdrawn after publication | ||
| WD01 | Invention patent application deemed withdrawn after publication |
Application publication date: 20170613 |