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CN205822471U - Timber truss node purlin combined connection component - Google Patents

Timber truss node purlin combined connection component Download PDF

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Publication number
CN205822471U
CN205822471U CN201620763424.8U CN201620763424U CN205822471U CN 205822471 U CN205822471 U CN 205822471U CN 201620763424 U CN201620763424 U CN 201620763424U CN 205822471 U CN205822471 U CN 205822471U
Authority
CN
China
Prior art keywords
truss
purlin
clamping plate
groove
timber
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.)
Expired - Fee Related
Application number
CN201620763424.8U
Other languages
Chinese (zh)
Inventor
刘雁
佘晨岗
丁佩蓉
刘非微
戴笠
宋亚磊
缪小春
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 University
Original Assignee
Yangzhou University
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 University filed Critical Yangzhou University
Priority to CN201620763424.8U priority Critical patent/CN205822471U/en
Application granted granted Critical
Publication of CN205822471U publication Critical patent/CN205822471U/en
Expired - Fee Related legal-status Critical Current
Anticipated expiration legal-status Critical

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Abstract

The open a kind of timber truss node purlin combined connection component of this utility model, including truss clamping plate (1) and purlin groove (2), described truss clamping plate (1) include two blocks of parallel steel plates (11 being placed in timber truss node both sides, 12), two block plates (11, 12) upper correspondence position is provided with multiple bolt hole (13), its position is corresponding with each timber truss component, described purlin groove (2) is the steel tank of opening upwards, its axis is vertical with truss clamping plate (1), described purlin groove (2) one end is vertically connected in outside a block plate of truss clamping plate (1), the other end is opening, the two side of described purlin groove (2) is provided with bolt hole (21), respective bolt holes (21) on two side is the most relative.Combined connection component of the present utility model, can be linked to be entirety by the purlin being in Different Plane with timber truss rod member, and construction is simple.

Description

Timber truss node-purlin combined connection component
Technical field
This utility model belongs to timber truss structure member technical field, and particularly a kind of timber truss node-purlin combination is even Fitting.
Background technology
Timber truss is consisted of the connection such as tooth plate, bolt the different rod members being in same plane, and different rod members are handed over Node it is referred to as at remittance.For ensureing that timber truss goes out stablizing of plane, with purlin as the lateral support of truss at panel point.
Carrying out, after generally being formed by truss in engineering, the construction that truss is connected with purlin again, this structure way purlin is not allowed Easily location, constructs relative complex simultaneously.
Therefore, prior art there is the problem that and lacks timber truss component organic linking the most in the same plane Component.
Summary of the invention
The purpose of this utility model is to provide a kind of timber truss node-purlin combined connection component, will be with timber truss rod member The purlin being in Different Plane is linked to be entirety, and construction is simple.
The technical solution realizing this utility model purpose is:
A kind of timber truss node-purlin combined connection component, including truss clamping plate and purlin groove, described truss clamping plate include two The parallel steel plate being placed in timber truss node both sides of block, its profile is identical with timber truss node, and on two block plates, correspondence position is provided with Multiple bolts hole, its position is corresponding with each timber truss component, and described purlin groove is the steel tank of opening upwards, its axis and purlin Frame clamping plate are vertical, and described purlin groove one end is vertically connected in outside a block plate of truss clamping plate, and the other end is opening, described The two side of purlin groove is provided with bolt hole, and the respective bolt holes on two side is the most relative.
Compared with prior art, its remarkable advantage is this utility model:
1, construction is simple: as long as fixing truss member and purlin by spiral, it is possible to complete the construction of truss roofing, subtract Few construction period.
2, stable connection: connector is integral prefabricated steel construction piece, additional multiple bolt drawknots, good integrity.
With detailed description of the invention, this utility model is described in further detail below in conjunction with the accompanying drawings.
Accompanying drawing explanation
Fig. 1 is the structural representation of this utility model timber truss node-purlin combined connection component.
In figure, truss clamping plate 1, steel plate 11,12, bolt hole 13, purlin groove 2, bolt hole 21.
Detailed description of the invention
As it is shown in figure 1, this utility model timber truss node-purlin combined connection component, same flat including being positioned at for connection The truss clamping plate 1 of the timber truss component in face and for connecting the purlin groove 2 of purlin and timber truss, described truss clamping plate 1 include Two blocks of parallel steel plates 11,12 being placed in timber truss node both sides, on two block plates 11,12, correspondence position is provided with multiple bolt hole 13, its position is corresponding with each timber truss component;
Described purlin groove 2 is the steel tank of opening upwards, and its axis is vertical with truss clamping plate 1, and described purlin groove 2 one end is vertical Being connected in outside a block plate of truss clamping plate 1, the other end is opening, and the two side of described purlin groove 2 is provided with bolt hole 21, the respective bolt holes 21 on two side is the most relative.
Described purlin groove 2 has two, is symmetrically positioned in the both sides of truss clamping plate 1, and two purlin groove 2 structures are identical.Thus The purlin of truss clamping plate 1 both sides and timber truss node can be linked to be entirety.
For ensureing rigidity, described purlin groove 2 termination uses with truss clamping plate 1 side steel plate and welds.Certainly, whole connector May be used without whole molding.
When using this utility model, two block plates identical with timber truss node profile are clamped in node both sides, often Individual timber truss component has bolt to pass, and two ends are fixed on steel plate.Purlin groove is inserted in purlin termination, passes with bolt, bolt Two ends are fixed on purlin groove two side.Thus connected by simple, by be in timber truss rod member the purlin of Different Plane with Timber truss node has been linked to be entirety.

Claims (3)

1. timber truss node-purlin combined connection component, it is characterised in that: include truss clamping plate (1) and purlin groove (2), institute Stating truss clamping plate (1) and include two blocks of parallel steel plates (11,12) being placed in timber truss node both sides, two block plates (11,12) are upper right Answering position to be provided with multiple bolt hole (13), its position is corresponding with each timber truss component;
Described purlin groove (2) is the steel tank of opening upwards, and its axis is vertical with truss clamping plate (1), hangs down in described purlin groove (2) one end Directly being connected in outside a block plate of truss clamping plate (1), the other end is opening, and the two side of described purlin groove (2) is provided with Bolt hole (21), the respective bolt holes (21) on two side is the most relative.
Combined connection component the most according to claim 1, it is characterised in that: described purlin groove (2) has two, is symmetrically positioned in purlin The both sides of frame clamping plate (1), and two purlin groove (2) structures are identical.
Combined connection component the most according to claim 1 and 2, it is characterised in that: described purlin groove (2) and truss clamping plate (1) Between for welding.
CN201620763424.8U 2016-07-19 2016-07-19 Timber truss node purlin combined connection component Expired - Fee Related CN205822471U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201620763424.8U CN205822471U (en) 2016-07-19 2016-07-19 Timber truss node purlin combined connection component

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201620763424.8U CN205822471U (en) 2016-07-19 2016-07-19 Timber truss node purlin combined connection component

Publications (1)

Publication Number Publication Date
CN205822471U true CN205822471U (en) 2016-12-21

Family

ID=57562391

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201620763424.8U Expired - Fee Related CN205822471U (en) 2016-07-19 2016-07-19 Timber truss node purlin combined connection component

Country Status (1)

Country Link
CN (1) CN205822471U (en)

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN107675803A (en) * 2017-09-11 2018-02-09 广州新赛尔特篷房技术有限公司 Panel point connector
CN108396867A (en) * 2018-05-09 2018-08-14 上海鼎创建筑设计有限公司 Multiple wooden frames and the same absolute altitude connection structure of pin and method
CN113718958A (en) * 2021-10-13 2021-11-30 成都东南钢结构有限公司 Steel-wood combined truss structure and construction method thereof

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN107675803A (en) * 2017-09-11 2018-02-09 广州新赛尔特篷房技术有限公司 Panel point connector
CN108396867A (en) * 2018-05-09 2018-08-14 上海鼎创建筑设计有限公司 Multiple wooden frames and the same absolute altitude connection structure of pin and method
CN108396867B (en) * 2018-05-09 2024-05-28 上海都市再生实业有限公司 Structure and method for connecting multiple wood beams and wood columns at same elevation
CN113718958A (en) * 2021-10-13 2021-11-30 成都东南钢结构有限公司 Steel-wood combined truss structure and construction method thereof

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Legal Events

Date Code Title Description
C14 Grant of patent or utility model
GR01 Patent grant
CF01 Termination of patent right due to non-payment of annual fee

Granted publication date: 20161221

Termination date: 20190719

CF01 Termination of patent right due to non-payment of annual fee