CN207089589U - It is distributed widely in the gravity anchor of calcic rock marine site pipe laying barge mooring - Google Patents
It is distributed widely in the gravity anchor of calcic rock marine site pipe laying barge mooring Download PDFInfo
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- CN207089589U CN207089589U CN201720753425.9U CN201720753425U CN207089589U CN 207089589 U CN207089589 U CN 207089589U CN 201720753425 U CN201720753425 U CN 201720753425U CN 207089589 U CN207089589 U CN 207089589U
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- hanger
- anchor
- pipe laying
- casing
- marine site
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Abstract
A kind of gravity anchor for being distributed widely in the pipe laying barge mooring of calcic rock marine site, including：One casing, the main hanger being vertically mounted on roof box and auxiliary hanger, wherein, hanger in place is installed on the flat board of casing surrounding, several shear connectors are equably installed on the bottom plate of casing.The utility model can not only rely on itself anchor weight and provide anchor force with the interaction of anchor subsoil, solve the problems, such as that vertical bearing capacity is poor under the conditions of calcic rock soil matter, substantially increases the anchor force of gravity anchor；Moreover, it can also make coupled whole mooring system held stationary, and repeatable utilization, laid the foundation for the normal work of upper ocean engineering structure.
Description
Technical field
Gravity anchor is the utility model is related to, more particularly to a kind of gravity for being distributed widely in the pipe laying barge mooring of calcic rock marine site
Anchor, belong to Offshore Engineering field.
Background technology
Pipe laying barge is a kind of Large marine equipment for being used to lay submarine oil-transportation, gas transmission and aqueduct.According to operation
The depth of water in marine site, pipe laying barge can be divided into deep water pipe laying barge and shallow water pipe laying barge, can be divided into again according to the operational capabilities of pipe laying barge
It is divided into self-propulsion type and non-self-propulsion type pipe laying barge.
For the marine site of widely distributed calcic rock, because the depth of water is generally smaller, so use shallow water pipe laying barge more.Shallow water is spread
Pipe ship is mostly non-self-propulsion type, is positioned by mooring system, i.e.,：Pipe laying barge is before operation is originated, it is necessary to first pass through anchoring system
System by its mooring at sea presumptive area, after the laying of submarine pipeline is completed by loop wheel machine and pipelaying work line etc..Therefore, rationally
The anchorage form of ground selection mooring system is pipe laying barge on the basis of the stable operation in this kind of marine site.
At present, conventional shallow water pipe laying barge anchor type is mainly embedded anchor, suction anchor and flat board anchor etc..Wherein,
Because construction costs is higher, installation difficulty is larger, relatively low for small-sized anchoring system cost performance for suction anchor and flat board anchor；Towing
Embedded anchor is by providing horizontal bearing capacity in anchor insertion soil, still, because its vertical bearing capacity is poor, it is difficult to adapt to heaving pile
Operating mode when vertically tension force is larger.
Utility model content
Main purpose of the present utility model is to overcome disadvantages mentioned above existing for prior art, and provides a kind of widely distributed
In the gravity anchor of calcic rock marine site pipe laying barge mooring, it can not only rely on itself anchor weight and carry with the interaction of anchor subsoil
For anchor force, solve the problems, such as that vertical bearing capacity is poor under the conditions of calcic rock soil matter, substantially increases the anchor of gravity anchor
Gu power；Moreover, it can also make coupled whole mooring system held stationary, and repeatable utilization, it is upper ocean work
The normal work of journey works lays the foundation.
The purpose of this utility model is realized by following technical scheme：
A kind of gravity anchor for being distributed widely in the pipe laying barge mooring of calcic rock marine site, it is characterised in that：Including：One casing, hang down
Straight main hanger and auxiliary hanger on roof box, wherein, hanger in place, casing are installed on the flat board of casing surrounding
Bottom plate on several shear connectors are equably installed.
The inside of the casing is provided with reinforcing plate, and both ends and the flat board of reinforcing plate link together.
The main hanger is trapezoidal, and the centre of main hanger, which is provided with, strengthens area, and several run through is symmetrically arranged with area is strengthened
The lifting hole(eyelet) of thickness of slab.
The auxiliary hanger is arranged symmetrically on the top plate of main hanger both sides, and perpendicular with the direction of main hanger；Auxiliary
Hanger is provided with a lifting hole(eyelet), and is provided with local thickness around lifting hole(eyelet) and strengthens area.
The hanger in place is symmetrically mounted on the both sides of casing；Hanger in place is provided with a lifting hole(eyelet), and around lifting hole(eyelet)
There is local thickness to strengthen area.
The section of the shear connector is in inverted trapezoidal, and the thickness direction of length direction and main hanger is parallel to each other.This practicality is new
The beneficial effect of type：The utility model due to using above-mentioned technical proposal, its can not only rely on itself anchor weight and with anchor subsoil
Interaction anchor force is provided, solve the problems, such as that vertical bearing capacity is poor under the conditions of calcic rock soil matter, carries significantly
The high anchor force of gravity anchor；Moreover, it can also make coupled whole mooring system held stationary, and repeatable profit
With being laid the foundation for the normal work of upper ocean engineering structure.
Brief description of the drawings
Fig. 1 is the utility model structure schematic top plan view.
Fig. 2 is the utility model elevational schematic view.
Fig. 3 is the utility model gravity anchor substructure top view；
Fig. 4 is that the utility model gravity anchor lifts main hanger detail drawing；
Fig. 5 is the utility model gravity anchor lifting auxiliary hanger detail drawing；
Fig. 6 is the utility model gravity anchor hanger detail drawing in place.
Major Symbol explanation in figure：
1. top plate, 2. main hangers, 3 auxiliary hangers, 4. flat boards, 5. reinforcing plates, 6. hangers in place, 7. bottom plates, 8. shear connectors.
Embodiment
As shown in Fig. 1-Fig. 6, the utility model includes：One casing, roof box 1 is vertically mounted on using welding manner
On main hanger 2 and auxiliary hanger 3, wherein, casing is surrounded by flat board 4, is provided with place using welding manner on flat board 4
Hanger 6, the bottom of casing are provided with bottom plate 7 using welding manner, and several cut equably is provided with using welding manner on bottom plate 7
Power key 8.
Above-mentioned hanger 6 in place is symmetrically mounted on the both sides of casing.
Above-mentioned auxiliary hanger 3 is arranged symmetrically on the top plate 1 of the main both sides of hanger 2, and perpendicular with the direction of main hanger 2.
As shown in Fig. 2 the section of above-mentioned shear connector 8 is in inverted trapezoidal, the thickness direction of length direction and main hanger 2 is mutually flat
OK, play a part of increasing level, the vertical bearing capacity of gravity anchor structure.
As shown in figure 3, the inside of casing is provided with reinforcing plate 5, the both ends of reinforcing plate 5 are connected with flat board 4 using welding manner
Together.
As shown in figure 4, above-mentioned main hanger 2 is trapezoidal, the centre of main hanger 2, which is provided with, strengthens area, is symmetrically set on area is strengthened
It is equipped with several lifting hole(eyelet)s through thickness of slab (the present embodiment is 4).
As shown in figure 5, above-mentioned auxiliary hanger 3 is provided with a lifting hole(eyelet), and it is provided with local thickness around lifting hole(eyelet) and strengthens area.
As shown in fig. 6, hanger 6 in place is provided with a lifting hole(eyelet), and it is provided with local thickness around lifting hole(eyelet) and strengthens area.
Operation principle of the present utility model：It is heavy and mutual with anchor subsoil by its own anchor during utility model works
Act on to provide horizontal, vertical bearing capacity.The shear connector of gravity anchor bottom by improve anchor bottom with soil the coefficient of sliding friction and
Change anchor subsoil body failure mechanism, the sliding failure of anchor and soil is changed into failure by shear in the soil body, to improve the anchoring of gravity anchor
Power.
It is described above, only it is preferred embodiment of the present utility model, not the utility model is made any formal
Limitation, every any simple modification made according to the technical essence of the utility model to above example, equivalent variations with
Modification, in the range of still falling within technical solutions of the utility model.
Claims (6)
- A kind of 1. gravity anchor for being distributed widely in the pipe laying barge mooring of calcic rock marine site, it is characterised in that：Including：It is one casing, vertical Main hanger and auxiliary hanger on roof box, wherein, hanger in place is installed on the flat board of casing surrounding, casing Several shear connectors are equably installed on bottom plate.
- 2. the gravity anchor according to claim 1 for being distributed widely in the pipe laying barge mooring of calcic rock marine site, it is characterised in that：Institute The inside for stating casing is provided with reinforcing plate, and both ends and the flat board of reinforcing plate link together.
- 3. the gravity anchor according to claim 1 for being distributed widely in the pipe laying barge mooring of calcic rock marine site, it is characterised in that：Institute State that main hanger is trapezoidal, the centre of main hanger, which is provided with, strengthens area, and several lifting hole(eyelet)s through thickness of slab are symmetrically arranged with area is strengthened.
- 4. the gravity anchor according to claim 1 for being distributed widely in the pipe laying barge mooring of calcic rock marine site, it is characterised in that：Institute Auxiliary hanger is stated to be arranged symmetrically on the top plate of main hanger both sides, and it is perpendicular with the direction of main hanger；Auxiliary hanger is provided with One lifting hole(eyelet), and be provided with local thickness around lifting hole(eyelet) and strengthen area.
- 5. the gravity anchor according to claim 1 for being distributed widely in the pipe laying barge mooring of calcic rock marine site, it is characterised in that：Institute State the both sides that hanger in place is symmetrically mounted on casing；Hanger in place is provided with a lifting hole(eyelet), and has local thickness around lifting hole(eyelet) Strengthen area.
- 6. the gravity anchor according to claim 1 for being distributed widely in the pipe laying barge mooring of calcic rock marine site, it is characterised in that：Institute The section for stating shear connector is in inverted trapezoidal, and the thickness direction of length direction and main hanger is parallel to each other.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720753425.9U CN207089589U (en) | 2017-06-27 | 2017-06-27 | It is distributed widely in the gravity anchor of calcic rock marine site pipe laying barge mooring |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720753425.9U CN207089589U (en) | 2017-06-27 | 2017-06-27 | It is distributed widely in the gravity anchor of calcic rock marine site pipe laying barge mooring |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN207089589U true CN207089589U (en) | 2018-03-13 |
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| CN201720753425.9U Active CN207089589U (en) | 2017-06-27 | 2017-06-27 | It is distributed widely in the gravity anchor of calcic rock marine site pipe laying barge mooring |
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Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108959765A (en) * | 2018-07-02 | 2018-12-07 | 天津大学 | Cantilevered gravity anchor and jib-length design method for carbonate ground sea area |
| CN109625181A (en) * | 2019-01-21 | 2019-04-16 | 深圳市海斯比浮岛科技开发有限公司 | A kind of gravity anchor convenient for mooring force enhancing |
| CN113772017A (en) * | 2021-08-26 | 2021-12-10 | 海洋石油工程股份有限公司 | Design method of deep-sea gravity type apron anchor |
| CN114379713A (en) * | 2021-12-24 | 2022-04-22 | 天津大学 | Reduce split type gravity anchor of retrieving the degree of difficulty |
-
2017
- 2017-06-27 CN CN201720753425.9U patent/CN207089589U/en active Active
Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108959765A (en) * | 2018-07-02 | 2018-12-07 | 天津大学 | Cantilevered gravity anchor and jib-length design method for carbonate ground sea area |
| CN108959765B (en) * | 2018-07-02 | 2023-02-17 | 天津大学 | Cantilever type gravity anchor for carbonate rock-soil sea area and cantilever length design method |
| CN109625181A (en) * | 2019-01-21 | 2019-04-16 | 深圳市海斯比浮岛科技开发有限公司 | A kind of gravity anchor convenient for mooring force enhancing |
| CN113772017A (en) * | 2021-08-26 | 2021-12-10 | 海洋石油工程股份有限公司 | Design method of deep-sea gravity type apron anchor |
| CN113772017B (en) * | 2021-08-26 | 2023-12-22 | 海洋石油工程股份有限公司 | Design method of deep sea gravity type apron plate anchor |
| CN114379713A (en) * | 2021-12-24 | 2022-04-22 | 天津大学 | Reduce split type gravity anchor of retrieving the degree of difficulty |
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