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CN103867542A - Steel tube tower main material linking device - Google Patents

Steel tube tower main material linking device Download PDF

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Publication number
CN103867542A
CN103867542A CN201210550854.8A CN201210550854A CN103867542A CN 103867542 A CN103867542 A CN 103867542A CN 201210550854 A CN201210550854 A CN 201210550854A CN 103867542 A CN103867542 A CN 103867542A
Authority
CN
China
Prior art keywords
lower contact
main material
steel tube
tube tower
upper connection
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.)
Granted
Application number
CN201210550854.8A
Other languages
Chinese (zh)
Other versions
CN103867542B (en
Inventor
刘刚
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.)
PowerChina Henan Electric Power Survey and Design Institute Co Ltd
Original Assignee
Hennan Electric Power Survey and Design 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 Hennan Electric Power Survey and Design Institute filed Critical Hennan Electric Power Survey and Design Institute
Priority to CN201210550854.8A priority Critical patent/CN103867542B/en
Publication of CN103867542A publication Critical patent/CN103867542A/en
Application granted granted Critical
Publication of CN103867542B publication Critical patent/CN103867542B/en
Expired - Fee Related legal-status Critical Current
Anticipated expiration legal-status Critical

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Abstract

The invention discloses a steel tube tower main material linking device. The steel tube tower main material linking device comprises an upper joint and a lower joint which are sleeved and fixed with each other, wherein at least one positioning key is arranged between the upper joint and the lower joint. According to the device, a steel tube tower main material linking way which is safe, reliable, convenient for construction and relatively low in cost is adopted, and components can be realized through simple mechanical processing.

Description

The main material coupling arrangement of steel tube tower
Technical field
The present invention relates to the main material coupling arrangement of a kind of steel tube tower in electric transmission line, is the one innovation to common flange bolt connection mode.
Background technique
At electric transmission line particularly in extra high voltage line, most of flange and the high-strength bolt of adopting of connection of the main material of steel tube tower connects, flange manufacturing cost is high, the fastening requirement of high strength king-bolt is compared with high pulling torque value, must just can complete by special electric instrument, and in high-lift operation, fastening very difficult; High-strength bolt not only cost high and application process in, more or less there are some problems.These problems, may cause because design bolt arrangement is unreasonable, stress nargin is too little, may be because raw material material is unstable, discreteness causes too greatly, also be likely heat treatment in course of working, rust cleaning, hot dip galvanizing process is unreasonable causes, or in unit in charge of construction's work progress, tighten that order, torsion control are unreasonable to be caused, due to these some uncertain factors, make the safety in production of steel tube tower in electric transmission line have certain hidden danger.
Summary of the invention
The object of this invention is to provide a kind of safe and reliable, easy construction, steel pipe that expense is lower
The main material connecting mode of tower, member used can be realized by simple and mechanical processing.
For achieving the above object, the present invention is by the following technical solutions:
The main material coupling arrangement of a kind of steel tube tower, it comprises upper connection, lower contact, upper connection and lower contact are fixed by socket, and at least one positioning key is set between described upper connection and lower contact.
Described fixing, in upper connection, between plane and lower contact lower plane, arrange to bear to overlap and fix.
Described lower contact and bear at least two positioning plate assemblies of inner room setting.
The described inward flange that bears cover lower end is screwed into the below of lower contact upper end outward flange from the gap portions of lower contact is inserted, and uses bolton from bearing the arc port of cover inserts positioning plate assembly location, transmits the suffered pulling force of main material.
The present invention includes upper connection, lower contact, positioning key, bear cover and positioning plate assembly.Wherein the bottom exterior circular column of upper connection is inserted in the inner cylinder of lower contact, adopts positioning key location, transmits horizontal force, and can be antitorque; The outer part of upper connection is that circle is positioned in lower contact, transmits main material pressure; The inward flange that bears cover lower end is screwed into the below of lower contact upper end outward flange from the gap portions of lower contact is put into, and inserts positioning plate assembly location fasteningly with a plain bolt from bearing the arc port of cover, transmits the suffered pulling force of main material.
Brief description of the drawings
Fig. 1 is plan view of the present invention.
Fig. 2 be in Fig. 1 A-A to sectional view.
Fig. 3 is the structural representation of upper connection in the present invention.
Fig. 4 is the sectional view of upper connection in the present invention.
Fig. 5 is the structural representation of lower contact in the present invention.
Fig. 6 is the sectional view of lower contact in the present invention.
Fig. 7 is the structural representation that bears cover in the present invention.
Fig. 8 is the worm's eye view that bears cover in the present invention.
Fig. 9 is the sectional view that bears cover in the present invention.
Figure 10 is the structural representation of positioning plate assembly in the present invention.
Figure 11 is the sectional view of positioning plate assembly in the present invention.
Figure 12 is the structural representation of positioning key in the present invention.
Embodiment
Embodiment 1
As shown in Fig. 1-12, the main material coupling arrangement of a kind of steel tube tower, it comprises the upper connection 1 being connected with the main material 6 of epimere steel pipe, the lower contact 2 being connected with the main material 7 of hypomere steel pipe, and upper connection 1 is fixed by socket with lower contact 2, and between upper connection 1 and lower contact 2, at least one positioning key 3 is set.The quantity of positioning key 3 is set according to the actual requirements, can be one, can be also two, four etc., and the quantity of the present embodiment is taking two as example explanation.It should be noted that, between them, also can, for regular polygon prism coordinates, now not need to arrange positioning key 3; The outer cylindrical body length of upper connection 1 is less than 1 ~ 2 millimeter of the inner cylinder length of lower contact 2 in addition, thereby ensures that the outer part 11 of upper connection 1 is positioned in lower contact 2, transmits main material pressure.
Above-mentioned upper connection 1 and lower contact 2 are fixed by socket and refer to: in upper connection 1, between plane and lower contact 2 lower planes, arrange that to bear cover 4 fixing, lower contact 2 and bear at least two positioning plate assemblies of setting 5 between cover 4.The quantity of positioning plate assembly 5 is even number, is symmetrical arranged, and quantity can be two, can be also four, six etc.The quantity of the present embodiment is taking four as example explanation.
The described inward flange 8 that bears cover 4 lower ends is screwed into the below of lower contact 2 upper end outward flanges 9 from the gap portions 10 of lower contact 2 is inserted, and uses bolton from bearing the arc port of cover 4 inserts positioning plate assembly 5 location, transmits the suffered pulling force of main material.Gap portions and outward flange 9 cooperatively interact, and notch size is more bigger than outward flange 9, are convenient to assembling.The quantity of outward flange 9 and breach is consistent, can be four, also can be six.
Upper connection 1, lower contact 2, bear cover and 4 add man-hour, each interplanar has the requirement of parallelism.

Claims (4)

1. the main material coupling arrangement of steel tube tower, it comprises upper connection (1), lower contact (2), it is characterized in that: upper connection (1) is fixed by socket with lower contact (2), between described upper connection (1) and lower contact (2), at least one positioning key (3) is set.
2. the main material coupling arrangement of steel tube tower according to claim 1, is characterized in that: described upper connection (1) and lower contact (2) are fixed by socket and refer to: between the upper plane of upper connection (1) and lower contact (2) lower plane, arrange and bear cover (4) and fix.
3. the main material coupling arrangement of steel tube tower according to claim 2, is characterized in that: described lower contact (2) and bear at least two positioning plate assemblies (5) are set between cover (4).
4. the main material coupling arrangement of steel tube tower according to claim 3, it is characterized in that: the described inward flange that bears cover (4) lower end is screwed into the below of lower contact (2) upper end outward flange from the gap portions of lower contact (2) is inserted, use bolton from bearing the arc port of cover (4) inserts positioning plate assembly (5) location, transmit the suffered pulling force of main material.
CN201210550854.8A 2012-12-18 2012-12-18 The main material coupling arrangement of steel tube tower Expired - Fee Related CN103867542B (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201210550854.8A CN103867542B (en) 2012-12-18 2012-12-18 The main material coupling arrangement of steel tube tower

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201210550854.8A CN103867542B (en) 2012-12-18 2012-12-18 The main material coupling arrangement of steel tube tower

Publications (2)

Publication Number Publication Date
CN103867542A true CN103867542A (en) 2014-06-18
CN103867542B CN103867542B (en) 2016-04-06

Family

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Family Applications (1)

Application Number Title Priority Date Filing Date
CN201210550854.8A Expired - Fee Related CN103867542B (en) 2012-12-18 2012-12-18 The main material coupling arrangement of steel tube tower

Country Status (1)

Country Link
CN (1) CN103867542B (en)

Citations (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
GB1318836A (en) * 1971-01-06 1973-05-31 Clow Corp Axially locked pipe joint
CN2085898U (en) * 1991-03-05 1991-10-02 鞍山热能研究院设备研制厂 Spigot self-lock type seal fast-assembly joint for oxygen lance
CN2118228U (en) * 1992-03-25 1992-10-07 钱华强 Self-locking type pipe joint
US5409324A (en) * 1993-06-25 1995-04-25 North Houston Machine, Inc. High strength, quick connect/disconnect coupling
CN2225587Y (en) * 1995-07-21 1996-04-24 高满全 Inlaid water central heating pipe joint
CN2462184Y (en) * 2000-12-20 2001-11-28 梁世良 Fast union joint
CN2740870Y (en) * 2004-10-12 2005-11-16 秦洪涛 Clasp hanging rapid-assembling joint of material guiding pipe with built-in inserted plate
CN201753809U (en) * 2010-02-08 2011-03-02 胡向荣 Pipe joint

Patent Citations (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
GB1318836A (en) * 1971-01-06 1973-05-31 Clow Corp Axially locked pipe joint
CN2085898U (en) * 1991-03-05 1991-10-02 鞍山热能研究院设备研制厂 Spigot self-lock type seal fast-assembly joint for oxygen lance
CN2118228U (en) * 1992-03-25 1992-10-07 钱华强 Self-locking type pipe joint
US5409324A (en) * 1993-06-25 1995-04-25 North Houston Machine, Inc. High strength, quick connect/disconnect coupling
CN2225587Y (en) * 1995-07-21 1996-04-24 高满全 Inlaid water central heating pipe joint
CN2462184Y (en) * 2000-12-20 2001-11-28 梁世良 Fast union joint
CN2740870Y (en) * 2004-10-12 2005-11-16 秦洪涛 Clasp hanging rapid-assembling joint of material guiding pipe with built-in inserted plate
CN201753809U (en) * 2010-02-08 2011-03-02 胡向荣 Pipe joint

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PB01 Publication
C10 Entry into substantive examination
SE01 Entry into force of request for substantive examination
C14 Grant of patent or utility model
GR01 Patent grant
CP01 Change in the name or title of a patent holder
CP01 Change in the name or title of a patent holder

Address after: 450007 Zhengzhou Zhongyuan Road, Henan, No. 212

Patentee after: China Electric Power Construction Group Henan electric survey and Design Institute Co., Ltd.

Address before: 450007 Zhengzhou Zhongyuan Road, Henan, No. 212

Patentee before: Hennan Electric Power Survey & Design Institute

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

Granted publication date: 20160406

Termination date: 20191218