CN201627303U - Novel combined truss type purline - Google Patents

Novel combined truss type purline Download PDF

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Publication number
CN201627303U
CN201627303U CN2010201587034U CN201020158703U CN201627303U CN 201627303 U CN201627303 U CN 201627303U CN 2010201587034 U CN2010201587034 U CN 2010201587034U CN 201020158703 U CN201020158703 U CN 201020158703U CN 201627303 U CN201627303 U CN 201627303U
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CN
China
Prior art keywords
connecting pieces
novel combined
truss type
connector
combined truss
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
CN2010201587034U
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Chinese (zh)
Inventor
姜志勇
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Individual
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Individual
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Filing date
Publication date
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Priority to CN2010201587034U priority Critical patent/CN201627303U/en
Application granted granted Critical
Publication of CN201627303U publication Critical patent/CN201627303U/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

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Abstract

Disclosed is a novel combined truss type purline which consists of two thin-wall profile steel and a plurality of connecting pieces. Fixing holes are respectively arranged at the two ends of the connecting pieces. The connecting pieces are arranged between the two parallel thin-wall profile steel, and are particularly fixed between the two parallel thin-wall profile steel through the fixing holes. The connecting pieces are sequentially arrayed in a splayed manner two by two. The novel combined truss type purline has good stability, high bearing capacity, good shock resisting property, excellent wind resisting performance and high popularization value.

Description

A kind of novel composite roof truss formula purlin
Technical field
The utility model relates to a kind of purlin that is used for steel house, especially a kind of purlin that serves as with novel composite roof truss.
Background technology
The world today, construction is intension and brings rational residential function and housing and public buildings that use less energy and land with energy-conservation, water saving, economize on electricity, environmental protection, promotes the social construction of resource-conserving, has become current scientific and technological development of times trend.
Increasing steel house uses " C " shaped steel or square shaped steel to do purlin, and than original wooden or other materials height durable in use, stable and environmental protection, though have certain shock resistance and wind resistance, effect is not very remarkable.
The utility model content
In order to overcome above-mentioned deficiency, the utility model provides a kind of novel composite roof truss formula purlin, promptly serves as the purlin in house with composite roof truss.This novel composite roof truss formula purlin stability is high, and it is good to have better holding capacity and shock resistance and wind resistance.
In order to achieve the above object, the technical solution adopted in the utility model is: this novel composite roof truss formula purlin is made up of two light-gauge steel sections and some connector two large divisions; The two ends of connector are provided with fixing hole, and connector is placed between two parallel light-gauge steel sections, are fixed between two parallel light-gauge steel sections by fixing hole, and connector is " eight " font in twos successively and arranges.
The beneficial effects of the utility model are: this novel composite roof truss formula purlin stability is high, and it is good to have good holding capacity and anti-seismic performance and wind resistance, has very much promotional value.
Description of drawings
Below in conjunction with drawings and Examples the utility model is further described:
Accompanying drawing 1 is a structural representation of the present utility model;
Among the figure: 1, light-gauge steel section; 2, connector; 3, fixing hole.
The specific embodiment
This novel composite roof truss formula purlin is made up of two light-gauge steel sections 1 and some connector 2 two large divisions; The two ends of connector 2 are provided with fixing hole 3, and connector 2 is placed between two parallel light-gauge steel sections 1, are fixed between two parallel light-gauge steel sections 1 by fixing hole 3, and connector 2 is " eight " font in twos successively and arranges.During use, novel composite roof truss formula purlin is fixed on roof truss or the cant beam gets final product.

Claims (1)

1. novel composite roof truss formula purlin, form by two light-gauge steel sections (1) and some connectors (2) two parts, it is characterized in that: the two ends of described connector (2) are provided with fixing hole (3), connector (2) places between two parallel light-gauge steel sections (1), be fixed between two parallel light-gauge steel sections (1) by fixing hole (3), connector (2) is " eight " font in twos successively and arranges.
CN2010201587034U 2010-04-02 2010-04-02 Novel combined truss type purline Expired - Fee Related CN201627303U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN2010201587034U CN201627303U (en) 2010-04-02 2010-04-02 Novel combined truss type purline

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN2010201587034U CN201627303U (en) 2010-04-02 2010-04-02 Novel combined truss type purline

Publications (1)

Publication Number Publication Date
CN201627303U true CN201627303U (en) 2010-11-10

Family

ID=43058694

Family Applications (1)

Application Number Title Priority Date Filing Date
CN2010201587034U Expired - Fee Related CN201627303U (en) 2010-04-02 2010-04-02 Novel combined truss type purline

Country Status (1)

Country Link
CN (1) CN201627303U (en)

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN103348066A (en) * 2011-02-07 2013-10-09 正八技术有限公司 Mechanical joint device for grid support beam
CN105544835A (en) * 2015-12-18 2016-05-04 上海都市绿色工程有限公司 Truss with load adjustable
CN108571118A (en) * 2018-04-13 2018-09-25 国核电力规划设计研究院有限公司 Accentric support energy consumption girder construction

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN103348066A (en) * 2011-02-07 2013-10-09 正八技术有限公司 Mechanical joint device for grid support beam
CN103348066B (en) * 2011-02-07 2016-03-23 正八技术有限公司 Mechanical joint device for grid support beam
CN105544835A (en) * 2015-12-18 2016-05-04 上海都市绿色工程有限公司 Truss with load adjustable
CN108571118A (en) * 2018-04-13 2018-09-25 国核电力规划设计研究院有限公司 Accentric support energy consumption girder construction

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Legal Events

Date Code Title Description
C14 Grant of patent or utility model
GR01 Patent grant
C17 Cessation of patent right
CF01 Termination of patent right due to non-payment of annual fee

Granted publication date: 20101110

Termination date: 20110402