CN201974164U - Large marine structure soft foundation weighing fulcrum displacement measurement device with high accuracy - Google Patents
Large marine structure soft foundation weighing fulcrum displacement measurement device with high accuracy Download PDFInfo
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- CN201974164U CN201974164U CN 201020700163 CN201020700163U CN201974164U CN 201974164 U CN201974164 U CN 201974164U CN 201020700163 CN201020700163 CN 201020700163 CN 201020700163 U CN201020700163 U CN 201020700163U CN 201974164 U CN201974164 U CN 201974164U
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- weighing
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Abstract
The utility model discloses a large marine structure soft foundation weighing fulcrum displacement measurement device with high accuracy, comprising a plurality of jacks which are arranged below a large marine structure respectively. The plurality of jacks are installed on a plurality of weighing supports respectively; the jack is provided with a displacement sensor; the signal output end of the displacement sensor is connected with the signal input end of a data acquisition unit; and the data acquisition unit is connected with a computer. The device is characterized in that each weighing support is provided with a multi-point location horizontal altitude difference measurement device; the horizontal altitude difference measurement devices are connected with one another in series; and the horizontal altitude difference measurement device is communicated with the data acquisition unit. The device can measure and calculate the settlement quantity of each fulcrum of the large marine structure to obtain relatively accurate foundation settlement values of all the fulcrums of the large structure, and obtain the weight information of the structure through the further calculation of ta weighing system, thus playing a key role on selecting a subsequent lifting device.
Description
Technical field
The utility model relates to measurement mechanism, relates in particular to the soft basis of a kind of large ocean works fulcrum displacement high precision measuring device of weighing.Belong to marine oil engineering field.
Background technology
In the petroleum development engineering, need build various platforms such as production vessel, accommodation platform, central processing platform at sea at sea.Platform general main comprising: oceanographic engineering chunk, marine structures such as supporting construction one jacket, single-point under water.Oceanographic engineering chunk, jacket, single-point etc. are commonly referred to as marine structure.After oceanographic engineering chunk, jacket construction are finished, need weigh to oceanographic engineering chunk, jacket.Final weight and the weight center that can measure works exactly by weighing, the work of weighing is for oceanographic engineering chunk, the such marine structure of jacket, afloat installation has very important meaning, is the most important basic data of marine lifting operation.
At present, the large ocean works weighing system of measuring based on lifting jack is to utilize displacement transducer the displacement signal of each lifting jack to be changed into the electric signal of 4～20mA, and be that data transfer is given computing machine by the A/D data acquisition unit with analog-signal transitions, computing machine directly calculates the concrete weight of large ocean works according to formula.This measuring method is applicable to that slideway builds the place use of weighing.When to the large ocean works, particularly super, oversized marine structure is when subgrade is weighed, because lifting jack is weighed at soft basic upper support large ocean works and to it, the foundation condition deficiency of subgrade, sedimentation will certainly take place in ground.Therefore, when existing weighing measurement system carries out displacement measurement to the large ocean works on subgrade condition basis, can't obtain actual value, cause the weighing precision of weighing system to have certain error, bring certain difficulty for the selection of follow-up hanging apparatus; And to weighing of large ocean works, ground there is specific (special) requirements, can not satisfies the large ocean works high-precision weighing needs under the multiple complex situations.
The utility model content
Fundamental purpose of the present utility model is to overcome the above-mentioned shortcoming that prior art exists, and provide the soft basis of a kind of large ocean works fulcrum displacement high precision measuring device of weighing, it can be by measuring calculating to each fulcrum settling amount of large ocean works, obtain comparatively accurately ground sedimentation value of each fulcrum of large structure, and obtain the weight information of works by the further calculating of weighing system, for having played key effect for the selection of follow-up hanging apparatus thereafter; Simultaneously, can adapt under the various operating modes weighing operation to the large ocean works, particularly super, super-huge structure all can be obtained the weight information of works comparatively exactly under the where basic situation in office.
The purpose of this utility model is realized by following technical scheme:
The soft basis of a kind of large ocean works fulcrum displacement high precision measuring device of weighing, comprise: place several lifting jack, several lifting jack below the large ocean works to be installed in respectively on several pad piers of weighing respectively, displacement transducer is installed on the lifting jack, the signal output part of displacement transducer links to each other with the signal input part of a data acquisition unit, and data acquisition unit links to each other with a computing machine; It is characterized in that: the pad pier position of respectively weighing is separately installed with a multiple spot position level height difference measurement mechanism, and contacts mutually between each level height difference measurement mechanism, and the level height difference measurement mechanism is connected with data acquisition unit.
Actual adjustable height=the L1+L2 of described each lifting jack, L1 are the data of corresponding displacement transducer, and L2 is the data of corresponding point vertical survey device.
Contact mutually by pipeline between described each level height difference measurement mechanism.
The beneficial effects of the utility model: the utility model is owing to adopt technique scheme, it can be by measuring calculating to each fulcrum settling amount of large ocean works, obtain comparatively accurately ground sedimentation value of each fulcrum of large structure, and obtain the weight information of works by the further calculating of weighing system, for having played key effect for the selection of follow-up hanging apparatus thereafter.Simultaneously, can change the large ocean works is weighed to the specific (special) requirements of ground, can adapt under the various operating modes weighing operation to the large ocean works, particularly super, super-huge structure all can be obtained the weight information of works comparatively exactly under the where basic situation in office.
Description of drawings:
Fig. 1 is the utility model structural representation.
Fig. 2 is the utility model data acquisition schematic diagram.
Major label description in figure:
1-lifting jack, 2-displacement transducer, 3-data acquisition unit, 4-computing machine, 5-works, the 6-pad pier of weighing, 7-level height difference measurement mechanism, 8-pipeline, 9-signal networking.
Embodiment
As Fig. 1, shown in Figure 2, the utility model mainly comprises: place large ocean works 5 following several lifting jack 1, several lifting jack 1 to be installed in respectively on several pad piers 6 of weighing respectively, displacement transducer 2 is installed on the lifting jack 1, the signal output part of displacement transducer 2 links to each other by the signal input part of signal with a data collector 3, and the signal that data acquisition unit 3 will read and store from displacement transducer 2 is transferred to a displacement of carrying out 4 pairs of lifting jack 1 of computing machine of concrete displacement calculation step by signal networking 9 and calculates.Pad pier 6 positions of respectively weighing, scene have been set up multiple spot position level height difference measurement mechanism 7 respectively, and contact mutually by pipeline 8 between each level height difference measurement mechanism 7, level height difference measurement mechanism 7 is connected with data acquisition unit 3, level height difference measurement mechanism 7 cooperates displacement transducer 2 simultaneously high-acruracy survey to be carried out in the displacement of each fulcrum of large structure, to obtain the accurate shift value of large ocean works.
Actual adjustable height=the L1+L2 of each lifting jack 1, L1 are the data of corresponding displacement transducer 2, and L2 is the data of corresponding point vertical survey device 7.
Lifting jack, displacement transducer, data acquisition unit, computing machine, level height difference measurement mechanism are the commercially available prod.
The above, it only is preferred embodiment of the present utility model, be not that the utility model is done any pro forma restriction, every foundation technical spirit of the present utility model all still belongs in the scope of technical solutions of the utility model any simple modification, equivalent variations and modification that above embodiment did.
Claims (3)
1. the soft basis of large ocean works fulcrum displacement high precision measuring device of weighing, comprise: place several lifting jack, several lifting jack below the large ocean works to be installed in respectively on several pad piers of weighing respectively, displacement transducer is installed on the lifting jack, the signal output part of displacement transducer links to each other with the signal input part of a data acquisition unit, and data acquisition unit links to each other with a computing machine; It is characterized in that: the pad pier position of respectively weighing is separately installed with a multiple spot position level height difference measurement mechanism, and contacts mutually between each level height difference measurement mechanism, and the level height difference measurement mechanism is connected with data acquisition unit.
2. the soft basis of the large ocean works according to claim 1 fulcrum displacement high precision measuring device of weighing, it is characterized in that: the actual adjustable height=L1+L2 of described each lifting jack, L1 is the data of corresponding displacement transducer, and L2 is the data of corresponding point vertical survey device.
3. the soft basis of the large ocean works according to claim 1 fulcrum displacement high precision measuring device of weighing is characterized in that: contact mutually by pipeline between described each level height difference measurement mechanism.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201020700163 CN201974164U (en) | 2010-12-30 | 2010-12-30 | Large marine structure soft foundation weighing fulcrum displacement measurement device with high accuracy |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201020700163 CN201974164U (en) | 2010-12-30 | 2010-12-30 | Large marine structure soft foundation weighing fulcrum displacement measurement device with high accuracy |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN201974164U true CN201974164U (en) | 2011-09-14 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN 201020700163 Expired - Lifetime CN201974164U (en) | 2010-12-30 | 2010-12-30 | Large marine structure soft foundation weighing fulcrum displacement measurement device with high accuracy |
Country Status (1)
| Country | Link |
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| CN (1) | CN201974164U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112125155A (en) * | 2019-06-25 | 2020-12-25 | 中国石油集团海洋工程（青岛）有限公司 | Method for weighing upper module of shallow sea offshore booster station |
| CN112478082A (en) * | 2020-12-11 | 2021-03-12 | 天津博迈科海洋工程有限公司 | Construction precision control method for large ocean oil and gas module multilayer deck |
-
2010
- 2010-12-30 CN CN 201020700163 patent/CN201974164U/en not_active Expired - Lifetime
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112125155A (en) * | 2019-06-25 | 2020-12-25 | 中国石油集团海洋工程（青岛）有限公司 | Method for weighing upper module of shallow sea offshore booster station |
| CN112478082A (en) * | 2020-12-11 | 2021-03-12 | 天津博迈科海洋工程有限公司 | Construction precision control method for large ocean oil and gas module multilayer deck |
| CN112478082B (en) * | 2020-12-11 | 2022-07-08 | 天津博迈科海洋工程有限公司 | Construction precision control method for large ocean oil and gas module multilayer deck |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CP01 | Change in the name or title of a patent holder |
Address after: 100010 Chaoyangmen North Street, Dongcheng District, Dongcheng District, Beijing Co-patentee after: Offshore Oil Engineering Co., Ltd. Patentee after: China Offshore Oil Group Co., Ltd. Co-patentee after: Offshore Oil Engineering (Qingdao) Co., Ltd. Co-patentee after: Tianjin University Address before: 100010 Chaoyangmen North Street, Dongcheng District, Dongcheng District, Beijing Co-patentee before: Offshore Oil Engineering Co., Ltd. Patentee before: China National Offshore Oil Corporation Co-patentee before: Offshore Oil Engineering (Qingdao) Co., Ltd. Co-patentee before: Tianjin University |
|
| CP01 | Change in the name or title of a patent holder | ||
| CX01 | Expiry of patent term |
Granted publication date: 20110914 |
|
| CX01 | Expiry of patent term |