CN201981565U - Airlift type sludge flushing and sucking device - Google Patents

Airlift type sludge flushing and sucking device Download PDF

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Publication number
CN201981565U
CN201981565U CN201120024083XU CN201120024083U CN201981565U CN 201981565 U CN201981565 U CN 201981565U CN 201120024083X U CN201120024083X U CN 201120024083XU CN 201120024083 U CN201120024083 U CN 201120024083U CN 201981565 U CN201981565 U CN 201981565U
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CN
China
Prior art keywords
towards
mud
sludge
sucking
soil
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
CN201120024083XU
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Chinese (zh)
Inventor
李勇
魏涛
王辉
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.)
ENGINEERING Co OF SHANDONG HAISHENG OCEANEERING GROUP Co Ltd
Original Assignee
ENGINEERING Co OF SHANDONG HAISHENG OCEANEERING GROUP Co Ltd
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Filing date
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Priority to CN201120024083XU priority Critical patent/CN201981565U/en
Application granted granted Critical
Publication of CN201981565U publication Critical patent/CN201981565U/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

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Abstract

The utility model relates to an airlift type sludge flushing and sucking device which comprises a water supply tube, an air supply tube, a sludge sucking and discharging tube and a sludge sucking head, wherein the water supply tube, the air supply tube, the sludge sucking and discharging tube and the sludge sucking head are commonly arranged into a whole body, the sludge sucking head is arranged at one end part of the sludge sucking and discharging tube, one end of the water supply tube is arranged on the sludge sucking head, and one end of the air supply tube passes through the sludge sucking head to be communicated with the sludge sucking and discharging tube. The airlift type sludge flushing and sucking device has the characteristics that the sludge flushing and sucking working efficiency is high, the flushing and sucking depth is larger, the sludge and sand removing distance is far, the aggredation speed is slow, the repeated operation can be avoided, the structure is compact, the occupied area is small, the use is flexible and convenient, the construction time is less, the construction cost is low, the processing, the manufacturing and the maintenance are convenient, the construction operation is convenient, the safety coefficient of the underwater operation of submariners can be greatly improved, and the like, thus being widely applied in the maintenance engineering of submarine cables and submarine oil transmitting pipelines in oil exploitation.

Description

The gaslift formula is towards mud-sucking device
One, technical field
The utility model relates to the submarine cable and the pipeline under the ocean maintenance facility of offshore oil exploitation, and particularly a kind of gaslift formula is towards mud-sucking device.
Two, background technology
When traditional offshore oil exploitation submarine cable and the construction of oil pipeline maintenance activity, generally all utilization structure is split typely promptly to inhale mud and separate towards mud, the gas-lifting type ooze sucker that general two people operate, the ooze sucker of this structure, bury the maintenance of the darker submarine cable of mud and pipeline under the ocean for oil exploitation and brought into play effect, but it exists following shortcoming or deficiency simultaneously: 1. only inhale and do not dash or only dash and do not inhale, dash and inhale the mud inefficiency; 2. the negative pressure that traditional gas-lifting type ooze sucker relies on air pressure to produce merely, absorption mud amount is not enough, and the mud degree of depth of dashing that does not reach job requirements reaches towards the mud amount; 3. only adopt water under high pressure to wash the mud face open, do not reach the effect that effective prevention is back-silted, the mud degree of depth of dashing of requirement has reached, but on a flood current becomes silted up again, causes the repetition construction operation.
Three, summary of the invention
The purpose of this utility model provides a kind of marine gaslift formula towards mud-sucking device, adopts feed pipe, air supply pipe, suction mud pipe, towards the co-ordinative construction of soil-suction head and nozzle, the shortcoming or the deficiency that overcome effectively or avoid existing in the above-mentioned prior art.
Marine gaslift formula described in the utility model comprises that towards mud-sucking device feed pipe, air supply pipe, suction mud pipe reach towards soil-suction head.Described feed pipe, air supply pipe, suction mud pipe reach and are installed on one jointly towards soil-suction head, are installed on towards soil-suction head and inhale mud pipe one end, and feed pipe one end is installed on soil-suction head, and air supply pipe one end passes towards soil-suction head and is connected with the suction mud pipe.
Wherein, described is a ring cavity structure towards soil-suction head, and nozzle is installed on it.Described nozzle is four, and hoop is distributed on the ring cavity of soil-suction head.Described suction mud tube end towards the soil-suction head front end is equipped with the protective cover that the U-shaped round steel by right-angled intersection constitutes.Described air supply pipe one end is after passing towards the soil-suction head end, and crooked the insertion inhaled in the mud pipe.Described air supply pipe one end is after passing towards the soil-suction head end, and crooked the insertion inhaled 30-50cm in the mud pipe.The other end of described feed pipe is equipped with adpting flange.
The utility model has following advantage compared with prior art:
1, uses water under high pressure to dash the operating type of inhaling, improved greatly and dashed the operating efficiency of inhaling mud, for the quality time is won in construction.
2, can increase and dash the degree of depth of inhaling according to the real work needs.
3, the silt with the operating area removes at a distance, slows down the speed of back-silting, and reduces influence that construction operation is caused, avoids the repetition operation.
4, compact conformation, floor space is little, and it is dexterous convenient to use;
5, to the sudden accident of production safety under water, can clear up suspicious region under water timely, investigate thoroughly location of accident and state, win the quality time, reduce the loss, save a large amount of construction costs for construction;
6, processing, manufacturing, easy to maintenance, cost is low;
7, obvious towards the suction effect, be convenient to construction operation, improve the safety factor of diver's underwater operation greatly.
8, spray bath flow velocity degree of the present utility model, sludge volume estimation and actual test effect are as follows: calculate according to jade-like stone Nova Lip river husband's formula, hydrodynamics formula and drilling well handbook formula, the spray bath flow velocity degree that leaves nozzle 100cm place is greater than 5m/s; Actual test is left the water velocity at nozzle 100cm place for greater than 5m/s, can guarantee to quick start seabed earth.
Sludge volume estimation:, adopt 9m according to laboratory test and site operation experience 3The gas bubble pump of/min, the plasma discharge pressure head can reach more than the 3m.Calculate gaslift plasma discharge amount Q=7.7 * (0.25 * 3.14 * 0.2 * 0.2) * 3600 ÷ 2=450 (m by formula V=7.7 (m/s) 3/ h); Slurries mud content (volume ratio) is calculated by 3%, and the total amount that can get rid of earth in 4 hours is: 450 * 4 * 3%=54 (m 3).
Four, description of drawings
Fig. 1 is a kind of example structure schematic diagram of the present utility model;
Fig. 2 is for pressing A-A shown in Figure 1 to structural representation;
Fig. 3 is for pressing B shown in Figure 1 to structural representation;
Fig. 4 is for by the soil-suction head structural representation that dashes shown in Figure 1;
Fig. 5 is for pressing nozzle arrangements schematic diagram shown in Figure 4.
Five, the specific embodiment
Consult Fig. 1-Fig. 5, a kind of marine gaslift formula comprises that towards mud-sucking device feed pipe 1, air supply pipe 4, suction mud pipe 3 reach towards soil-suction head 2.Feed pipe 1, air supply pipe 4, suction mud pipe 3 reach and are installed on one jointly towards soil-suction head 2, are installed on towards soil-suction head 2 and inhale mud pipe 3 one ends, and feed pipe 1 one ends are installed on soil-suction head 2, and air supply pipe 4 one ends pass towards soil-suction head 2 and are connected with suction mud pipe 3.
Towards soil-suction head 2 is a ring cavity structure, and nozzle 7 is installed on it.Nozzle 7 is four, and hoop is distributed on the ring cavity of soil-suction head 2.The protective cover 6 that U-shaped round steel by right-angled intersection constitutes is installed towards suction mud pipe 3 ends of soil-suction head 2 front ends.Air supply pipe 4 one ends are after passing towards soil-suction head 2 ends, and crooked the insertion inhaled in the mud pipe.Air supply pipe 4 one ends are after passing towards soil-suction head 2 ends, and crooked the insertion inhaled 30-50cm in the mud pipe, is expressed as 40cm among the figure.The other end of feed pipe 1 is equipped with adpting flange 5.During operation, feed pipe 1 one ends are connected with the water source, and air supply pipe 4 one ends are connected with source of the gas, the place to go of inhaling mud pipe 3 and towards soil-suction head 2 the silt suction at purpose place extremely being stipulated.

Claims (7)

1. a gaslift formula is towards mud-sucking device, comprise that feed pipe, air supply pipe, suction mud pipe reach towards soil-suction head, it is characterized in that described feed pipe, air supply pipe, suction mud pipe and be installed on one jointly towards soil-suction head, be installed on suction mud pipe one end towards soil-suction head, feed pipe one end is installed on soil-suction head, and air supply pipe one end passes towards soil-suction head and is connected with the suction mud pipe.
2. gaslift formula according to claim 1 is towards mud-sucking device, and it is characterized in that described is a ring cavity structure towards soil-suction head, and nozzle is installed on it.
3. gaslift formula according to claim 1 and 2 is characterized in that towards mud-sucking device described nozzle is four, and hoop is distributed on the ring cavity of soil-suction head.
4. gaslift formula according to claim 1 is towards mud-sucking device, it is characterized in that described suction mud tube end towards the soil-suction head front end is equipped with the protective cover that the U-shaped round steel by right-angled intersection constitutes.
5. gaslift formula according to claim 1 is characterized in that described air supply pipe one end after passing towards the soil-suction head end towards mud-sucking device, and crooked the insertion inhaled in the mud pipe.
6. gaslift formula according to claim 1 or 5 is characterized in that described air supply pipe one end after passing towards the soil-suction head end towards mud-sucking device, and crooked the insertion inhaled 30-50cm in the mud pipe.
7. gaslift formula according to claim 1 is characterized in that towards mud-sucking device the other end of described feed pipe is equipped with adpting flange.
CN201120024083XU 2011-01-20 2011-01-20 Airlift type sludge flushing and sucking device Expired - Fee Related CN201981565U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201120024083XU CN201981565U (en) 2011-01-20 2011-01-20 Airlift type sludge flushing and sucking device

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201120024083XU CN201981565U (en) 2011-01-20 2011-01-20 Airlift type sludge flushing and sucking device

Publications (1)

Publication Number Publication Date
CN201981565U true CN201981565U (en) 2011-09-21

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Family Applications (1)

Application Number Title Priority Date Filing Date
CN201120024083XU Expired - Fee Related CN201981565U (en) 2011-01-20 2011-01-20 Airlift type sludge flushing and sucking device

Country Status (1)

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CN (1) CN201981565U (en)

Cited By (10)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN103882900A (en) * 2014-03-20 2014-06-25 中交第二航务工程局有限公司 Underwater mud suction device and construction method for conducting underwater cutting pile pulling through underwater mud suction device
CN104005731A (en) * 2014-06-13 2014-08-27 哈尔滨工程大学 Ocean waste facility sludge discharging device
CN104264731A (en) * 2014-10-16 2015-01-07 湖南工业大学 Novel river channel dredging device
CN105040763A (en) * 2015-08-27 2015-11-11 江苏明福钢结构有限公司 Railway pier open caisson mud sucker
CN105178375A (en) * 2015-09-02 2015-12-23 江苏明福钢结构有限公司 Efficient pier open caisson mud absorbing device
CN105485468A (en) * 2016-02-01 2016-04-13 上海市基础工程集团有限公司 In-situ repair construction technology for seabed PE pipeline
CN106120924A (en) * 2016-08-24 2016-11-16 天津海辰华环保科技股份有限公司 Backpulsing air supporting sand sampler
CN108194705A (en) * 2018-01-10 2018-06-22 上海市基础工程集团有限公司 Submarine pipeline ditching machine mud-suction nozzle
CN108468520A (en) * 2018-05-15 2018-08-31 张孝福 Remove the device of motor-pumped well silt
CN108643258A (en) * 2018-04-28 2018-10-12 中交航局第工程有限公司 A kind of waterpower punching clears the construction method for the excavation submarine cable that becomes silted up

Cited By (10)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN103882900A (en) * 2014-03-20 2014-06-25 中交第二航务工程局有限公司 Underwater mud suction device and construction method for conducting underwater cutting pile pulling through underwater mud suction device
CN104005731A (en) * 2014-06-13 2014-08-27 哈尔滨工程大学 Ocean waste facility sludge discharging device
CN104264731A (en) * 2014-10-16 2015-01-07 湖南工业大学 Novel river channel dredging device
CN105040763A (en) * 2015-08-27 2015-11-11 江苏明福钢结构有限公司 Railway pier open caisson mud sucker
CN105178375A (en) * 2015-09-02 2015-12-23 江苏明福钢结构有限公司 Efficient pier open caisson mud absorbing device
CN105485468A (en) * 2016-02-01 2016-04-13 上海市基础工程集团有限公司 In-situ repair construction technology for seabed PE pipeline
CN106120924A (en) * 2016-08-24 2016-11-16 天津海辰华环保科技股份有限公司 Backpulsing air supporting sand sampler
CN108194705A (en) * 2018-01-10 2018-06-22 上海市基础工程集团有限公司 Submarine pipeline ditching machine mud-suction nozzle
CN108643258A (en) * 2018-04-28 2018-10-12 中交航局第工程有限公司 A kind of waterpower punching clears the construction method for the excavation submarine cable that becomes silted up
CN108468520A (en) * 2018-05-15 2018-08-31 张孝福 Remove the device of motor-pumped well silt

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GR01 Patent grant
C17 Cessation of patent right
CF01 Termination of patent right due to non-payment of annual fee

Granted publication date: 20110921

Termination date: 20140120