CN101252262B - Beach stringing construction method - Google Patents
Beach stringing construction method Download PDFInfo
- Publication number
- CN101252262B CN101252262B CN2008100232855A CN200810023285A CN101252262B CN 101252262 B CN101252262 B CN 101252262B CN 2008100232855 A CN2008100232855 A CN 2008100232855A CN 200810023285 A CN200810023285 A CN 200810023285A CN 101252262 B CN101252262 B CN 101252262B
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- Prior art keywords
- beach
- line pole
- hole
- pole
- equipment
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Abstract
The invention discloses a beach stringing method, including the steps of equipment transporting, pile and stake positioning, and wiring. The method is convenient and safe, and is capable of effectively solving the problems in beach stringing.
Description
Technical field:
The present invention relates to a kind of beach stringing method.
Background technology:
Along with global natural resources anxiety, imbalance between supply and demand aggravation, the develop shoals resource becomes the development topic of seashore neighbouring country.Yet the electric energy defective of beach becomes the bottleneck of marine beach development of resources again, and special beach stringing becomes a difficult problem in the project of transmitting and converting electricity.
Summary of the invention:
The object of the present invention is to provide a kind of convenience, safety to carry out the beach stringing construction method of beach stringing.
Technical solution of the present invention is:
A kind of beach stringing construction method is characterized in that: comprise the following steps:
(1) equipment transportation: when ebb, shelve marine railway in the shoal, with truck crane equipment is loaded and transported to marine railway, fair tide when treating its tidal bulge and descending to ebb, and by power-driven vessel traction location, equipment is stored on the platform to the pre-preceding equipment of preparing with crane lifting, and the line pole directly is placed on the intended target place, finishes equipment transportation target;
(2) pole stake location: utilize the ebb time, dig line pole pile foundation hole, finish a pile foundation hole, settle the single line pole with the spray of hydraulic giant slush pump, and place, online pole location, shelve amphibious formula car and boat;
(3) cable wiring manufacture: electric wire is carried out water-tight corrosion-proof by dressing device handle, be set on the line pole through support stand again, and insert tractor tug, and under the tractor tug traction, finish wiring stringing program by draught line.
Described dressing device comprises the container that water proof anticorrusion agent is housed, and container is provided with the hole of passing electric wire, adorns packing ring on the hole.Marine railway comprises the pipe layer, on the pipe layer froth bed is set, and bamboo grid layer is set on the froth bed.
The present invention is convenient, safety, can effectively solve the beach stringing construction problem.
Description of drawings:
The invention will be further described below in conjunction with drawings and Examples.
Fig. 1 is the configuration diagram of dressing device among the present invention.
Fig. 2 is the configuration diagram of marine railway.
Embodiment:
A kind of beach stringing construction method comprises the following steps:
(1) equipment transportation: when ebb, shelve marine railway in the shoal, with truck crane equipment is loaded and transported to marine railway, fair tide when treating its tidal bulge and descending to ebb, and by power-driven vessel traction location, equipment is stored on the platform to the pre-preceding equipment of preparing with crane lifting, and the line pole directly is placed on the intended target place, finishes equipment transportation target;
(2) pole stake location: utilize the ebb time, dig line pole pile foundation hole, finish a pile foundation hole, settle the single line pole with the spray of hydraulic giant slush pump, and place, online pole location, shelve amphibious formula car and boat;
(3) cable wiring manufacture: electric wire is carried out water-tight corrosion-proof by dressing device handle, be set on the line pole through support stand again, and insert tractor tug, and under the tractor tug traction, finish wiring stringing program by draught line.Described dressing device comprises the container 1 that water proof anticorrusion agent is housed, and container 1 is provided with the hole 2 of passing electric wire, dress packing ring 3 on the hole.Marine railway comprises pipe layer 4, and the pipe layer is made up of with plastic tube mixing colligation steel pipe, on the pipe layer froth bed 5 is set, and bamboo grid layer 6 is set on the froth bed.
Claims (3)
1. a beach stringing construction method is characterized in that: comprise the following steps:
(1) equipment transportation: when ebb, shelve marine railway in the shoal, with truck crane equipment is loaded and transported to marine railway, fair tide when treating its tidal bulge and descending to ebb, and by power-driven vessel traction location, equipment is stored on the platform to the pre-preceding equipment of preparing with crane lifting, and the line pole directly is placed on the intended target place, finishes equipment transportation target; Described intended target place is meant position, preassigned pile foundation hole;
(2) pole stake location: utilize the ebb time, dig line pole pile foundation hole, finish a pile foundation hole, settle the single line pole with the spray of hydraulic giant slush pump, and place, online pole location, shelve amphibious formula car and boat; Described pile foundation hole is the hole of settling the line pole, and place, described line pole location is meant line pole arrangement position;
(3) cable wiring manufacture: electric wire is carried out water-tight corrosion-proof by dressing device handle, be set on the line pole through support stand again, and insert tractor tug, and under the tractor tug traction, finish wiring stringing program by draught line.
2. beach stringing construction method according to claim 1 is characterized in that: described dressing device comprises the container that water proof anticorrusion agent is housed, and container is provided with the hole of passing electric wire, adorns packing ring on the hole.
3. beach stringing construction method according to claim 1 is characterized in that: marine railway comprises the pipe layer, on the pipe layer froth bed is set, and bamboo grid layer is set on the froth bed.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2008100232855A CN101252262B (en) | 2008-04-01 | 2008-04-01 | Beach stringing construction method |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2008100232855A CN101252262B (en) | 2008-04-01 | 2008-04-01 | Beach stringing construction method |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN101252262A CN101252262A (en) | 2008-08-27 |
| CN101252262B true CN101252262B (en) | 2010-06-02 |
Family
ID=39955498
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN2008100232855A Expired - Fee Related CN101252262B (en) | 2008-04-01 | 2008-04-01 | Beach stringing construction method |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN101252262B (en) |
Citations (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US5722793A (en) * | 1993-04-21 | 1998-03-03 | Coflexip | Method and device for continuously laying and burying a flexible submarine conduit |
-
2008
- 2008-04-01 CN CN2008100232855A patent/CN101252262B/en not_active Expired - Fee Related
Patent Citations (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US5722793A (en) * | 1993-04-21 | 1998-03-03 | Coflexip | Method and device for continuously laying and burying a flexible submarine conduit |
Non-Patent Citations (2)
| Title |
|---|
| JP平6-74367A 1994.03.15 |
| JP平7-298468A 1995.11.10 |
Also Published As
| Publication number | Publication date |
|---|---|
| CN101252262A (en) | 2008-08-27 |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C06 | Publication | ||
| 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 | ||
| ASS | Succession or assignment of patent right |
Owner name: WANTONG CONSTRUCTION GROUP CO., LTD. Free format text: FORMER OWNER: GE JIAJUN Effective date: 20110328 |
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| C41 | Transfer of patent application or patent right or utility model | ||
| COR | Change of bibliographic data |
Free format text: CORRECT: ADDRESS; FROM: 226400 CONSTRUCTION INDUSTRY BUREAU, NO.44, RENMIN NORTH ROAD, JUEGANG TOWN, RUDONG COUNTY, JIANGSU PROVINCE TO: 226400 NO. 7, FANGQUAN ROAD, JUEGANG TOWN, RUDONG COUNTY, JIANGSU PROVINCE |
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| TR01 | Transfer of patent right |
Effective date of registration: 20110328 Address after: 226400 No. 7 Fang Quan Road, dug Town, Rudong County, Jiangsu Patentee after: Wantong Construction Group Co Ltd Address before: 226400 Construction Bureau, No. 44 Renmin Road, Rudong County, Jiangsu Patentee before: Ge Jiajun |
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| C17 | Cessation of patent right | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20100602 Termination date: 20140401 |