CN2614225Y - Composite hot stick keeping frozen soil stable - Google Patents

Composite hot stick keeping frozen soil stable Download PDF

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Publication number
CN2614225Y
CN2614225Y CN 03211128 CN03211128U CN2614225Y CN 2614225 Y CN2614225 Y CN 2614225Y CN 03211128 CN03211128 CN 03211128 CN 03211128 U CN03211128 U CN 03211128U CN 2614225 Y CN2614225 Y CN 2614225Y
Authority
CN
China
Prior art keywords
frozen soil
hot pin
hot bar
hot
utility
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
CN 03211128
Other languages
Chinese (zh)
Inventor
渠志鹏
严军华
李德付
魏崎峰
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.)
New Qu Heat Conduction Technology & Development (dalian) Co Ltd
Original Assignee
New Qu Heat Conduction Technology & Development (dalian) Co Ltd
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 New Qu Heat Conduction Technology & Development (dalian) Co Ltd filed Critical New Qu Heat Conduction Technology & Development (dalian) Co Ltd
Priority to CN 03211128 priority Critical patent/CN2614225Y/en
Application granted granted Critical
Publication of CN2614225Y publication Critical patent/CN2614225Y/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

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  • Investigation Of Foundation Soil And Reinforcement Of Foundation Soil By Compacting Or Drainage (AREA)

Abstract

The utility model relates to a complex hot bar to keep frozen soil stable, which comprises a hot bar. The utility model is characterized in that in the pipe of the heat-absorbing section of the discharged hot bar is inserted with another small diameter hot bar, the outer diameter of which is smaller than the inner diameter of the pipe of the discharged hot bar, wherein packing filling is provided between the two hot bars. Compared with prior technology, the utility model has the advantages that replacing of the hot bars for keeping frozen soil stable is simple, the construction of the replacing is convenient, manual power and materials are saved, and the roadbed will not be damaged. Besides the heat absorbing section of the bottom of the hot bar is designed as a complex, which reinforces the anti-corrosion property of the small diameter hot bar.

Description

A kind of stable complex hot pin of frozen soil that keeps
Technical field the utility model relates to a kind of heat pipe, especially for keeping the stable hot pin of frozen soil.
The hot pin that background technology is made up of heat pipe, fin, hoisting mechanism and anticorrosive coat, it in use owing to reasons such as inner pneumatosis, leakage, corrosion, causes hot pin that arranged certain application life.When hot pin exceeds service life and after losing efficacy, need change hot pin.Yet it is very difficult that the hot pin that uses on frozen soil is changed, and needs the used heat rod is taken out from frozen soil, and then inserts a new hot pin.Because hot pin self is longer, be again to be inserted in the frozen soil, not only constructional difficulties will expend a large amount of man power and materials, but also damages the roadbed etc. at its place easily.
The summary of the invention the purpose of this utility model is to provide a kind of replacing to keep the stable complex hot pin of frozen soil easily.The utility model mainly includes: hot pin, used heat rod endotherm section body and filler.Wherein the used heat rod is that tube wall is corroded and penetrates, and can not pour into the hot pin of heat-conducting work medium more again.Clip the radiating segment that this hot pin is exposed at the face of land, the body of staying the interior lower end closed of soil layer (comprising ground) is a used heat rod endotherm section body.In above-mentioned body interpolation an external diameter another root minor diameter hot pin less than used heat rod internal diameter of tube body is arranged.So used heat rod endotherm section body is wrapped in the endotherm section body outside of minor diameter hot pin, makes endotherm section become complex.And be provided with filler between minor diameter hot pin and both endotherm sections of used heat rod, to prevent normally carrying out of the heat insulation influence heat transfer of air.Above-mentioned minor diameter hot pin also is to be used to the hot pin that keeps frozen soil stable, and it includes essential parts such as heat pipe, fin, hoisting mechanism and anticorrosive coat, but profile can design as required, and it can be identical with former hot pin, also can be different.The utility model has following advantage compared to existing technology:
1. be used in and keep the stable hot pin of frozen soil to change simple, easy construction, use manpower and material resources sparingly, can not damage roadbed etc. again simultaneously.
2. the endotherm section of hot pin bottom is a complex, has strengthened the resistance to corrosion of minor diameter hot pin.
Description of drawings
Fig. 1 is that schematic diagram cuts open in the utility model user mode master office of looking.
The specific embodiment is cutd open in the schematic diagram in the user mode master office of looking of the stable complex hot pin of maintenance frozen soil shown in Figure 1, stay the used heat rod endotherm section body 3 in soil layer 1 and the ground 2, be inserted with an external diameter another root minor diameter hot pin 4 in it, be provided with filler layer 5 between the two less than used heat rod internal diameter of tube body.Above-mentioned minor diameter hot pin includes heat pipe, fin, anticorrosive coat and hoisting and locating mechanism.

Claims (1)

1. one kind keeps the stable complex hot pin of frozen soil, and it includes hot pin, it is characterized in that: be inserted with the minor diameter hot pin of another root external diameter less than used heat rod internal diameter of tube body in used heat rod endotherm section body, be provided with filler between the two.
CN 03211128 2003-01-21 2003-01-21 Composite hot stick keeping frozen soil stable Expired - Fee Related CN2614225Y (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN 03211128 CN2614225Y (en) 2003-01-21 2003-01-21 Composite hot stick keeping frozen soil stable

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN 03211128 CN2614225Y (en) 2003-01-21 2003-01-21 Composite hot stick keeping frozen soil stable

Publications (1)

Publication Number Publication Date
CN2614225Y true CN2614225Y (en) 2004-05-05

Family

ID=34241641

Family Applications (1)

Application Number Title Priority Date Filing Date
CN 03211128 Expired - Fee Related CN2614225Y (en) 2003-01-21 2003-01-21 Composite hot stick keeping frozen soil stable

Country Status (1)

Country Link
CN (1) CN2614225Y (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN102465525A (en) * 2010-11-11 2012-05-23 铁道第三勘察设计院集团有限公司 Deep-embedded pile for plane vertical control point at freeze-thaw area and embedding method of deep-embedded pile
CN105908587A (en) * 2016-04-28 2016-08-31 镇江市高等专科学校 Roadbed thermal insulation construction method in frozen earth area

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN102465525A (en) * 2010-11-11 2012-05-23 铁道第三勘察设计院集团有限公司 Deep-embedded pile for plane vertical control point at freeze-thaw area and embedding method of deep-embedded pile
CN102465525B (en) * 2010-11-11 2015-11-25 铁道第三勘察设计院集团有限公司 The Deep Embedded Piles of freezing and defrosting area plane vertical control point and method for embedding thereof
CN105908587A (en) * 2016-04-28 2016-08-31 镇江市高等专科学校 Roadbed thermal insulation construction method in frozen earth area

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Legal Events

Date Code Title Description
C14 Grant of patent or utility model
GR01 Patent grant
C19 Lapse of patent right due to non-payment of the annual fee
CF01 Termination of patent right due to non-payment of annual fee