CN106836488A - A kind of timber structure cross steel plate node connection - Google Patents

A kind of timber structure cross steel plate node connection Download PDF

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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
rectangular
center pillar
screw
plate
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
Application number
CN201710027826.0A
Other languages
Chinese (zh)
Inventor
张苏俊
高悦文
束必清
张军
陶玉鹏
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Yangzhou Polytechnic Institute
Original Assignee
Yangzhou Polytechnic Institute
Priority date (The priority date 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 date listed.)
Filing date
Publication date
Application filed by Yangzhou Polytechnic Institute filed Critical Yangzhou Polytechnic Institute
Priority to CN201710027826.0A priority Critical patent/CN106836488A/en
Publication of CN106836488A publication Critical patent/CN106836488A/en
Pending legal-status Critical Current

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Classifications

    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04BGENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/18Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
    • E04B1/26Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of wood
    • E04B1/2604Connections specially adapted therefor
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04BGENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/18Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
    • E04B1/26Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of wood
    • E04B1/2604Connections specially adapted therefor
    • E04B1/2608Connectors made from folded sheet metal
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04BGENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/18Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
    • E04B1/26Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of wood
    • E04B1/2604Connections specially adapted therefor
    • E04B2001/2644Brackets, gussets or joining plates
    • E04B2001/2648Brackets, gussets or joining plates located in slots of the elongated wooden members
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04BGENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/18Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
    • E04B1/26Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of wood
    • E04B1/2604Connections specially adapted therefor
    • E04B2001/2652Details of nailing, screwing, or bolting
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04BGENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/18Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
    • E04B1/26Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of wood
    • E04B1/2604Connections specially adapted therefor
    • E04B2001/2676Connector nodes

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

A kind of timber structure cross steel plate node connection
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.
CN201710027826.0A 2017-01-09 2017-01-09 A kind of timber structure cross steel plate node connection Pending CN106836488A (en)

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 (9)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
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
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
CN109505358A (en) * 2017-09-15 2019-03-22 青岛理工大学 A kind of assembling type node across timber structure greatly
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

Cited By (9)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
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
CN109505358A (en) * 2017-09-15 2019-03-22 青岛理工大学 A kind of assembling type node across timber structure greatly
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
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

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Application publication date: 20170613