CN103981849B - One is inclinometer pipe direction stop under water - Google Patents
One is inclinometer pipe direction stop under water Download PDFInfo
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- CN103981849B CN103981849B CN201410213394.9A CN201410213394A CN103981849B CN 103981849 B CN103981849 B CN 103981849B CN 201410213394 A CN201410213394 A CN 201410213394A CN 103981849 B CN103981849 B CN 103981849B
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- link device
- connecting rod
- inclinometer pipe
- mid link
- underground
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Abstract
One is inclinometer pipe direction stop under water, and it includes top transfer, mid link device and base fixture, and top transfer is made up of cross bar and short connecting rod; Mid link device is provided with long connecting rod, and the depth of burying according to inclinometer pipe can be set to two or more; Base fixture is popped one's head in by bottom and Limit screw forms; Top transfer and mid link device are fixed connection; It is fixed connection between mid link device; Mid link device and base fixture are fixed connection.The present invention buries the orientation that can correct inclinometer pipe in process at any time underground at inclinometer pipe, what improve inclinometer pipe buries quality underground, ensure that the accuracy of stationary slope level observation data; Avoid stationary slope level in the past and bury the high heavy throwing expense unsuccessfully produced and the defect delaying the duration underground, greatly reduce and bury cost underground; Easy and simple to handle, can reuse, decrease personnel's operation, improve and bury efficiency underground.
Description
Technical field
The control inclinometer pipe that the present invention relates in a kind of deeply mixing cement-soil pile monitoring field buries the spacing tool of quality underground, especially a kind of in waters inclinometer pipe bury underground in process, for the direction of the inclinometer pipe under water stop carrying out accurately controlling to the test positive direction of inclinometer pipe under water.
Background technology
Inclinometer pipe is widely used in the fields of measurement of project of cultivation soft foundation soil body deeply mixing cement-soil pile, the mutually perpendicular two pairs of guide grooves for clinometer probe orientation are had in its test tube, burying the direction that strictly must control guide groove in process underground, the accuracy of such guarantee observed result, otherwise can cause burying failure underground.Therefore, inclinometer pipe buries inclinometer pipe direction controlling in process underground is the operation of one most critical.
When project of cultivation beach face elevation is higher, inclinometer pipe generally Embedded installation by land, the location in guide groove direction can rely on compass or total powerstation to complete.When project of cultivation beach face elevation is lower, especially in the project of cultivation of profundal zone, inclinometer pipe need be imbedded in soft foundation, and inclinometer tube orifice is positioned at below painting face, and needs in pipe to install stationary slope level at spacing intervals.In inclinometer pipe Embedded installation process, inclinometer pipe entirety is put under water from waterborne, and the guide groove direction of inclinometer pipe is difficult to accurate control, and what have a strong impact on stationary slope level buries quality underground, and then affects the accuracy of observation data.Stationary slope level is expensive simultaneously, burying underground unsuccessfully by producing high cost, even affecting programming.At present inclinometer pipe is buried underground and is adopted artificial diving to the method being coated with face mouth and adjusting among a small circle under water, costly and adjustment direction is undesirable.
Summary of the invention
The object of the invention is to overcome the deficiencies in the prior art, one inclinometer pipe direction stop is under water provided, light realization in process can be buried underground to the direction restriction of inclinometer pipe with control by inclinometer pipe under water, effectively ensure burying success rate underground and burying quality underground of inclinometer pipe.
The technical solution used in the present invention is: one is inclinometer pipe direction stop under water, and it includes top transfer, mid link device and base fixture, and described top transfer is made up of cross bar and short connecting rod; Described mid link device is provided with long connecting rod, and mid link device can be set to two or more according to the depth of burying of inclinometer pipe; Described base fixture is popped one's head in by bottom and Limit screw forms, and Limit screw is arranged on inclinometer pipe, and bottom probe is ridden and is buckled on Limit screw; Described top transfer and mid link device are fixed connection; Be fixed connection between described mid link device; Described mid link device and base fixture are fixed connection.
The cross bar of described top transfer and the mutual vertical welding of short connecting rod.
Connection between described top transfer and mid link device, is fixedly connected with latch by the joint section outer case sleeve of short connecting rod and long connecting rod; Connection between described mid link device and mid link device, is fixedly connected with latch by the joint section outer case sleeve between long connecting rod; Connection between described mid link device and base fixture, the joint section outer case sleeve of being popped one's head in by long connecting rod and bottom is also fixedly connected with latch; Described latch be arranged on joint between short connecting rod and long connecting rod upper/lower terminal, between long connecting rod and long connecting rod the upper/lower terminal of joint and long connecting rod and bottom pop one's head between the upper/lower terminal of joint.
Described top transfer with between mid link device, between mid link device, mid link device with also can adopt between base fixture that clip groove or slot etc. are fixed to be connected.
The spacing information in direction of top of the present invention transfer can accurate transfer to base fixture.The direction of the inclinometer pipe under water stop connected can ensure that any one spacing order of top is delivered to inclinometer pipe all immediately accurately, can the positive direction of real time correction inclinometer pipe.
Beneficial effect of the present invention is:
1, bury the direction that can correct inclinometer pipe in process at any time underground at inclinometer pipe, achieve the accurate in real time process control to inclinometer pipe direction, what significantly improve inclinometer pipe buries quality underground, effectively ensure that the accuracy of stationary slope level observation data.
2, the present invention can realize the direction that operating personnel accurately can limit inclinometer pipe under painting face on boats and ships, change inclinometer pipe in the past and bury the embedding manner that orientation adjustment need use diver to coordinate underground, avoid stationary slope level in the past and bury the high heavy throwing expense unsuccessfully produced and the defect delaying the duration underground, greatly reduce and bury cost underground.
3, the present invention is easy and simple to handle, can reuse, and decreases personnel's operation, improves and bury efficiency underground.
Accompanying drawing explanation
Fig. 1 is the present invention's inclinometer pipe Embedment and installation schematic diagram under water;
Fig. 2 is front view of the present invention;
Fig. 3 is lateral view of the present invention;
Fig. 4 is the A-A sectional view of top of the present invention transfer;
Fig. 5 is the B-B sectional view of intermediate connecting rod device of the present invention;
Fig. 6 is the C-C sectional view of base fixture of the present invention;
Label declaration in figure: 1-top transfer; 1a-cross bar; 1b-short connecting rod; 2-mid link device; 2a-long connecting rod; 2b-sleeve pipe; 2c-latch; 3-base fixture; Pop one's head in bottom 3a-; 3b-Limit screw; 4-inclinometer pipe; 5-wire rope; 6-the present invention is inclinometer pipe direction stop under water; 7-rig; 8-drilling ship.
Detailed description of the invention
Below in conjunction with drawings and Examples, the invention will be further described.
As shown in Figure 2 and Figure 3, the present invention is inclinometer pipe direction stop under water, includes top transfer 1, mid link device 2 and base fixture 3, and described top transfer 1 is made up of cross bar 1a and short connecting rod 1b; Described mid link device 2 is provided with long connecting rod 2a, and mid link device 2 can be set to two or more according to the depth of burying of inclinometer pipe 4; Described base fixture 3 is made up of bottom probe 3a and Limit screw 3b; Described top transfer 1 is connected for fixed with mid link device 2; Be fixed connection between described mid link device 2; Described mid link device 2 is connected for fixed with base fixture 3.
The cross bar 1a of described top transfer 1 and the mutual vertical welding of short connecting rod 1b.
The Limit screw 3b of described base fixture 3 is arranged on inclinometer pipe 4, and bottom probe 3a rides and is buckled on Limit screw 3b.
Connection between described top transfer 1 and mid link device 2, is also fixedly connected with latch 2c with the joint section outer case sleeve 2b of long connecting rod 2a by short connecting rod 1b; Connection between described mid link device 2 and mid link device 2, is also fixedly connected with latch 2c by the joint section outer case sleeve 2b between long connecting rod 2a; Connection between described mid link device 2 and base fixture 3, by long connecting rod 2a and bottom pop one's head in 3a joint section outer case sleeve 2b and be fixedly connected with latch 2c; Described latch 2c be arranged on joint between short connecting rod 1b and long connecting rod 2a two ends up and down, between long connecting rod 2a and long connecting rod 2a, pop one's head in the two ends up and down of joint between 3a in the two ends up and down of joint and long connecting rod 2a and bottom.
Described top transfer 1 with can also adopt between mid link device 2, between mid link device 2, between mid link device 2 with base fixture 3 that slot is fixed to be connected or clip ditch slot stationary type connects.
As shown in Figure 1, the method for operating of the present invention's inclinometer pipe direction stop is under water:
1, offshore rig pore-forming, on drilling ship, inclinometer pipe 4 vertically connects by drilling machine platform aperture successively, meets design length until all connected.At the top inclinometer pipe 4 mouth of pipe mounting limit screw rod 3b, with the wire rope 5 of certain diameter around through bottom Limit screw 3b, wire rope 5 two ends are fixed on drilling machine platform, are fixed by inclinometer pipe 4.
2, the 3a that popped one's head in bottom rides and is buckled on Limit screw 3b, connects first long connecting rod 2a with latch 2c.
3, come up by wire rope 5, inclinometer pipe 4 puts into water in company with bottom probe 3a and first long connecting rod 2a.When first long connecting rod 2a top is positioned at drilling machine platform aperture, wire rope two ends are fixed on drilling machine platform again, are connected second long connecting rod 2a with latch 2c with sleeve pipe 2b.
4, successively multiple mid link device 2 is connected according to step 3, until inclinometer pipe 4 is put into predetermined hole depth.The long connecting rod 2a of topmost mid link device 2 is connected with top transfer 1 latch 2c.
5, the direction of the cross bar 1a of locator head transfer 1, rotates whole top transfer 1 together, until gone in direction for surveying direction.
6, orientation unclamps wire rope 5 after completing, and dismantles top transfer 1, mid link device 2, base fixture 3 and wire rope 5 successively simultaneously, can reuse during next testing.
Claims (4)
1. an inclinometer pipe direction stop under water, it includes top transfer (1), mid link device (2) and base fixture (3), it is characterized in that: described top transfer (1) is made up of cross bar (1a) and short connecting rod (1b); Described mid link device (2) is provided with long connecting rod (2a), and mid link device (2) is set to two or more according to the depth of burying of inclinometer pipe (4); Described base fixture (3) is popped one's head in (3a) by bottom and Limit screw (3b) forms, Limit screw (3b) is arranged on inclinometer pipe (4), and bottom probe (3a) is ridden and is buckled on Limit screw (3b); Described top transfer (1) is connected for fixed with mid link device (2); Be fixed connection between described mid link device (2); Described mid link device (2) is connected for fixed with base fixture (3).
2. the direction of inclinometer pipe under water according to claim 1 stop, is characterized in that: the cross bar (1a) of described top transfer (1) and short connecting rod (1b) vertical welding mutually.
3. the direction of inclinometer pipe under water according to claim 1 and 2 stop, it is characterized in that: the connection between described top transfer (1) and mid link device (2), be fixedly connected with latch (2c) by the joint section outer case sleeve (2b) of short connecting rod (1b) and long connecting rod (2a); Connection between described mid link device (2), is fixedly connected with latch (2c) by the joint section outer case sleeve (2b) between long connecting rod (2a); Described mid link device (2) and the connection of base fixture (3), by long connecting rod (2a) to pop one's head in bottom (3a) joint section outer case sleeve (2b) and be fixedly connected with latch (2c); Described latch (2c) is arranged on the two ends up and down of joint between the two ends up and down of joint between short connecting rod (1b) and long connecting rod (2a), long connecting rod (2a) and long connecting rod (2a) and bottom and pops one's head in the two ends up and down of joint between (3a).
4. the direction of inclinometer pipe under water according to claim 1 and 2 stop, is characterized in that: described top transfer (1) with adopt between mid link device (2), between mid link device (2), between mid link device (2) with base fixture (3) that slot is fixed to be connected or clip ditch slot stationary type connects.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201410213394.9A CN103981849B (en) | 2014-05-20 | 2014-05-20 | One is inclinometer pipe direction stop under water |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201410213394.9A CN103981849B (en) | 2014-05-20 | 2014-05-20 | One is inclinometer pipe direction stop under water |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN103981849A CN103981849A (en) | 2014-08-13 |
| CN103981849B true CN103981849B (en) | 2015-12-09 |
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| Application Number | Title | Priority Date | Filing Date |
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| CN201410213394.9A Active CN103981849B (en) | 2014-05-20 | 2014-05-20 | One is inclinometer pipe direction stop under water |
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Family Cites Families (10)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| RU2133314C1 (en) * | 1998-02-03 | 1999-07-20 | Хамов Арнольд Петрович | Hand-operated probe for deep probing of ground |
| JP2000282447A (en) * | 1999-03-29 | 2000-10-10 | Sekisui Chem Co Ltd | Soil collection device |
| CN202393377U (en) * | 2011-12-13 | 2012-08-22 | 中国水电顾问集团昆明勘测设计研究院 | Layered sedimentation monitoring instrument of infrastructure engineering of hydropower station |
| CN102787616A (en) * | 2012-07-11 | 2012-11-21 | 中国建筑第六工程局有限公司 | Burying method of inclination measuring pipes in soil body |
| CN102913169B (en) * | 2012-10-10 | 2016-03-16 | 中国地质调查局水文地质环境地质调查中心 | Portable bore inclining instrument probe catcher and method thereof |
| CN102889876A (en) * | 2012-10-16 | 2013-01-23 | 杭州国量科技有限公司 | Method and device for measuring underground deformation in real time |
| CN103195043B (en) * | 2013-04-01 | 2015-05-06 | 水利部交通运输部国家能源局南京水利科学研究院 | Extensible settlement and incline measuring pipe for measuring settlement and horizontal displacement and mounting method thereof |
| CN103485320B (en) * | 2013-09-26 | 2015-03-11 | 河海大学 | U-shaped inclinometer and mounting and embedding method thereof |
| CN203587075U (en) * | 2013-11-29 | 2014-05-07 | 安徽同济建设集团有限责任公司 | Building foundation pit slope horizontal displacement monitoring device |
| CN203890994U (en) * | 2014-05-20 | 2014-10-22 | 浙江省水利水电勘测设计院 | Direction limiting stopper for underwater inclinometer casings |
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2014
- 2014-05-20 CN CN201410213394.9A patent/CN103981849B/en active Active
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| CN103981849A (en) | 2014-08-13 |
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Address after: 310002, No. 66, Funing lane, Shangcheng District, Zhejiang, Hangzhou Patentee after: Zhejiang water resources and Hydropower Survey and Design Institute Co.,Ltd. Address before: 310002, No. 66, Funing lane, Shangcheng District, Zhejiang, Hangzhou Patentee before: ZHEJIANG DESIGN INSTITUTE OF WATER CONSERVANCY & HYDROELECTRIC POWER |
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