CN206234474U - A kind of seabed HDPE pipeline saddle weights - Google Patents
A kind of seabed HDPE pipeline saddle weights Download PDFInfo
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- CN206234474U CN206234474U CN201621266362.6U CN201621266362U CN206234474U CN 206234474 U CN206234474 U CN 206234474U CN 201621266362 U CN201621266362 U CN 201621266362U CN 206234474 U CN206234474 U CN 206234474U
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Abstract
The utility model is related to a kind of armored concrete saddle weight, specifically related to a kind of armored concrete saddle weight for major diameter seabed HDPE pipelines includes the top saddle weight and bottom saddle weight that are made of armored concrete prefabricated section, the top saddle weight is fixedly connected with bottom saddle weight, the top saddle weight is trapezoidal hollow shape, its left and right sides is respectively arranged with boss, the boss of the top saddle weight left and right sides is separately provided for the through hole of fixing bolt, the bottom saddle weight is rectangular hollow shape, the bottom saddle weight is provided with the groove for fixing bolt.The beneficial effect of utility model is：The form of fracture of saddle weight is optimized, the coefficient of friction and contact area of saddle weight and sea bed is increased, while enhancing the anti-overturning energy of saddle weight, force request can be met, material has been saved again, reduce financial cost, have a wide range of application, it is adaptable to more complicated geological conditions.
Description
Technical field
The utility model is related to a kind of armored concrete saddle weight, and in particular to one kind is used for major diameter seabed HDPE pipelines
Armored concrete saddle weight.
Background technology
With expanding economy and the progress of technology, ocean development is also developed rapidly, the construction of offshore pipeline engineering also with
It is more and more.Taking and discharging pipeline, continent city of the offshore pipeline engineering mainly including Coastal Thermal Power Plant and nuclear power plant are to offshore
Marine blowdown pipeline of fresh water feed-line, coastal cities between island and island and island etc..With offshore pipeline institute often
Tubing, such as steel pipe, cast iron pipe are compared with pipe of concrete, and HDPE pipelines have good chemical stability, corrosion resistance and good, height
The advantages of toughness and long service life, so HDPE pipelines are widely used all over the world, it is increasingly being applied to sea
Sewage vent line, marine taking and discharging pipeline and offshore oil and gas conveyance conduit etc. have the pipeline engineering of particular/special requirement.
Although HDPE pipelines have above advantage, HDPE channel densities are smaller than seawater, even if under full water operating mode,
Can be in marine float；Simultaneously during pipeline commissioning, in the presence of wind load, ocean current load and wave load,
Pipeline can swing, and deviate predetermined designed lines, so, it is necessary to take underwater pipeline stabilizing measure to cause in construction and running
HDPE pipelines are sink to seabed, and it is fixed in designed lines.Conventional underwater pipeline stabilizing measure is to set armored concrete saddle weight,
Because the investment of armored concrete saddle weight is relatively saved, strong adaptability, construction technology is ripe, it is easy to which it is excellent that guarantee aggravates underwater pipeline stabilizing quality etc.
Point, and widely applied.
Armored concrete saddle weight is generally made up of upper and lower two parts, and the general adoptable shape of saddle weight has：Rectangle, circle
Shape and star.Star is applied to ocean current power and wave force than larger operating mode, and difficulty of construction is big, therefore is rarely employed.It is circular
Section is because of simple structure, difficulty of construction is small and is often used, but coefficient of friction is smaller, about 0.2, on-bottom stability
It is not enough；Being applied in the groove of sea bed circular saddle weight, to topography and geomorphology higher, the geological conditions adaptability of requirement of sea bed more
Difference；Mainly using the HDPE pipelines of minor diameter, pipeline construction has a certain amount of earthwork evacuation and backfill to circular saddle weight.Rectangle
With good performance, it is adaptable to various operating modes, but correspondingly armored concrete amount increases, and cost is high, uneconomical.
Utility model content
The utility model aims to provide a kind of armored concrete saddle weight for being applied to seabed HDPE pipelines, and it possesses is easy to
The characteristics of construction, good stability, reduction quantities.
To achieve the above object, the utility model uses following technical scheme：A kind of seabed HDPE pipeline saddle weights include
The top saddle weight and bottom saddle weight being made of armored concrete prefabricated section, the top saddle weight are consolidated with bottom saddle weight
Fixed connection, the top saddle weight is trapezoidal hollow shape, and its left and right sides is respectively arranged with boss, and the top saddle weight is left
The boss of right both sides is separately provided for the through hole of fixing bolt, and the bottom saddle weight is rectangular hollow shape, it is described under
Portion's saddle weight is provided with the groove for fixing bolt.
The saddle weight that the utility model is used is shaped as trapezoidal and rectangle combination：Top saddle weight is trapezoidal hollow shape
Shape, bottom saddle weight is rectangular hollow shape.In the form of assembling up and down, two parts are bolted company to the utility model
Connect, the top saddle weight and bottom saddle weight both sides are respectively fixedly connected using 1 ~ 4 bolt, top saddle weight and bottom
Saddle weight both sides are respectively fixedly connected using 2 bolts.
In order to avoid saddle weight is slided during pipe laying, the bolt power of fixed weight block is sufficiently large, according to
Experience, bolt power should be 2~3 times of saddle weight weight.
Consider that pipeline is influenced by temperature, cause and expand with heat and contract with cold, in order to prevent pipeline from causing pipeline due to temperature stress
Deformation is destroyed, and bolt is arranged below compensator, to compensate expanding with heat and contract with cold for pipeline, so as to reduce the stress of tube wall and act on
Active force on bolt.
The ballast block of material that the utility model is used is armored concrete, in order to meet the anticorrosion requirement of briny environment,
Concrete grade be C35 and its more than, thickness of concrete cover is 75mm, and other components such as bolt are processed using galvanizing.
The saddle weight aperture ratio outer diameter tube that the utility model is used is bigger, is easy to set protection bed course-twined on pipeline
Around two slat gum bed courses.Top saddle weight and bottom saddle weight two parts all reserve hanging object hole, handling and installation when being easy to construct.
In order to limit flexural deformation of the HDPE pipelines in seabed in process of deployment, reduce air and build up the chance to form hole, spacing should
As far as possible small, the quality of such balancing weight can be uniformly distributed on pipeline, and the spacing of saddle weight typically takes 2~3m.
Compared to existing technology, the beneficial effect of utility model is：
（1）The overall structure shape matching of saddle weight is reasonable.Optimize the form of fracture of saddle weight, the stability of saddle weight
Mainly undertaken by bottom saddle weight rectangular shape, increase the coefficient of friction and contact area of saddle weight and sea bed, while increasing
The strong anti-overturning energy of saddle weight.
（2）For the HDPE pipelines of major diameter.Top saddle weight uses trapezoidal shape, can meet force request, saves again
About material, reduces financial cost.
（3）Have a wide range of application, it is adaptable to more complicated geological conditions.Particularly in abysmal area, wave force and ocean current power pair
The influence of pipeline is smaller, and pipeline can be laid immediately on sea bed, it is not necessary to carries out ditching buried depth treatment, reduces digging up and filling in
Amount, saves construction investment.
Brief description of the drawings
Fig. 1 is seabed HDPE pipeline saddle weight floor plans；
Fig. 2 is seabed HDPE pipeline saddle weight profiles；
In figure：1 is：Top saddle weight；2 are：Bottom saddle weight；3 is HDPE pipelines；4 are：Hanging object hole；5 is bolt；6 are
Rubber blanket；7 is compensator.
Specific embodiment
Embodiment 1
The utility model is further elaborated with below in conjunction with the accompanying drawings.
As shown in Figures 1 and 2, a kind of seabed HDPE pipeline saddle weights of the present utility model, including mixed using reinforcing bar
Top saddle weight 1 and bottom saddle weight 2 that solidifying soil prefabricated section is made, the top saddle weight 1 connect with the fixed of bottom saddle weight 2
Connect, the top saddle weight 1 is trapezoidal hollow shape, and its left and right sides is respectively arranged with boss, the top saddle weight 1 or so
The boss of both sides is separately provided for the through hole of fixing bolt 5, and the bottom saddle weight 2 is rectangular hollow shape, it is described under
Portion's saddle weight 2 is provided with the groove for fixing bolt 5.
The concrete grade be C35 and its more than, thickness of concrete cover is 75mm.
Hanging object hole 4 is reserved with the top saddle weight 1 and bottom saddle weight 2.
The top saddle weight 1 and bottom saddle weight 2 are connected by bolt 5.The top saddle weight 1 and bottom saddle weight
2 both sides are respectively fixedly connected using 1 ~ 4 bolt 5.The top saddle weight 1 and the both sides of bottom saddle weight 2 respectively use 2 spiral shells
Bolt 5 is fixedly connected.
The bolt 5 is the bolt processed using galvanizing.
The bolt 5 is arranged below compensator 7.
1 ~ 4 rubber blanket 6 is set between the saddle weight and HDPE pipelines 3.
2 rubber blankets 6 are set between the saddle weight and HDPE pipelines 3.
The course of work of the present utility model is as follows：
A) the blank pipe rate first according to HDPE pipelines determines the weight of saddle weight.Can determine by 100% blank pipe rate in theory
With weight, but so design overly conservative, it is uneconomical.For long range seabed HDPE pipelines, it is long per mitron on pressed with weight
45%~80% blank pipe rate determines.Then the geological conditions and foundation bearing capacity according to sea bed carry out school to the weight of saddle weight
Core.
B) diameter and the weight of saddle weight according to HDPE pipelines determines the size and spacing of saddle weight.
C) the prefabricated armored concrete saddle weight in pipe prefabrication place by land first, then carries out HDPE pipelines, flange
The operation such as installation and the assembling of concrete matched saddle weight：First lifting places the latter half of saddle weight, then lays pipeline, and
Pipeline wind two slat gum bed courses, then carry out pipeline flange install, then lift saddle weight top half, finally
The upper and lower two parts of saddle weight are anchored with bolt.
D) typically using method installation of drifting along, method of drifting along is installed is pacified by controlling the blank pipe rate of HDPE pipelines to HDPE pipelines
Dress submarine pipeline.HDPE pipelines that suitable high tide level will be assembled by tugboat are selected first and saddle weight is floating is dragged to Attention problems
Place, then by adjusting the speed control pipeline commissioning form that tugboat pulling force and pipeline one end water-filling, the other end are vented, in order to
Ensure pipe safety, connected by flange between pipeline section.
Embodiment 2
As shown in Figures 1 and 2, a kind of seabed HDPE pipeline saddle weights of the present utility model, including mixed using reinforcing bar
Top saddle weight 1 and bottom saddle weight 2 that solidifying soil prefabricated section is made, the top saddle weight 1 connect with the fixed of bottom saddle weight 2
Connect, the top saddle weight 1 is trapezoidal hollow shape, and its left and right sides is respectively arranged with boss, the top saddle weight 1 or so
The boss of both sides is separately provided for the through hole of fixing bolt 5, and the bottom saddle weight 2 is rectangular hollow shape, it is described under
Portion's saddle weight 2 is provided with the groove for fixing bolt 5.
The concrete grade be C35 and its more than, thickness of concrete cover is 75mm.
Hanging object hole 4 is reserved with the top saddle weight 1 and bottom saddle weight 2.
The top saddle weight 1 and bottom saddle weight 2 are connected by bolt 5.The top saddle weight 1 and bottom saddle weight
2 both sides are respectively fixedly connected using 1 bolt 5.
The bolt 5 is the bolt processed using galvanizing.
The bolt 5 is arranged below compensator 7.
2 rubber blankets 6 are set between the saddle weight and HDPE3 pipelines.
The course of work of the present utility model is as follows：
A) the blank pipe rate first according to HDPE pipelines determines the weight of saddle weight.Can determine by 100% blank pipe rate in theory
With weight, but so design overly conservative, it is uneconomical.For long range seabed HDPE pipelines, it is long per mitron on pressed with weight
45%~80% blank pipe rate determines.Then the geological conditions and foundation bearing capacity according to sea bed carry out school to the weight of saddle weight
Core.
B) diameter and the weight of saddle weight according to HDPE pipelines determines the size and spacing of saddle weight.
C) the prefabricated armored concrete saddle weight in pipe prefabrication place by land first, then carries out HDPE pipelines, flange
The operation such as installation and the assembling of concrete matched saddle weight：First lifting places the latter half of saddle weight, then lays pipeline, and
Pipeline wind two slat gum bed courses, then carry out pipeline flange install, then lift saddle weight top half, finally
The upper and lower two parts of saddle weight are anchored with bolt.
D) typically using method installation of drifting along, method of drifting along is installed is pacified by controlling the blank pipe rate of HDPE pipelines to HDPE pipelines
Dress submarine pipeline.HDPE pipelines that suitable high tide level will be assembled by tugboat are selected first and saddle weight is floating is dragged to Attention problems
Place, then by adjusting the speed control pipeline commissioning form that tugboat pulling force and pipeline one end water-filling, the other end are vented, in order to
Ensure pipe safety, connected by flange between pipeline section.
Embodiment 3
As shown in Figures 1 and 2, a kind of seabed HDPE pipeline saddle weights of the present utility model, including mixed using reinforcing bar
Top saddle weight 1 and bottom saddle weight 2 that solidifying soil prefabricated section is made, the top saddle weight 1 connect with the fixed of bottom saddle weight 2
Connect, the top saddle weight 1 is trapezoidal hollow shape, and its left and right sides is respectively arranged with boss, the top saddle weight 1 or so
The boss of both sides is separately provided for the through hole of fixing bolt 5, and the bottom saddle weight 2 is rectangular hollow shape, it is described under
Portion's saddle weight 2 is provided with the groove for fixing bolt 5.
The concrete grade be C35 and its more than, thickness of concrete cover is 75mm.
Hanging object hole 4 is reserved with the top saddle weight 1 and bottom saddle weight 2.
The top saddle weight 1 and bottom saddle weight 2 are connected by bolt 5.The top saddle weight 1 and bottom saddle weight
2 both sides are respectively fixedly connected using 4 bolts 5.
The bolt 5 is the bolt processed using galvanizing.
The bolt 5 is arranged below compensator 7.
2 rubber blankets 6 are set between the saddle weight and HDPE3 pipelines.
The course of work of the present utility model is as follows：
A) the blank pipe rate first according to HDPE pipelines determines the weight of saddle weight.Can determine by 100% blank pipe rate in theory
With weight, but so design overly conservative, it is uneconomical.For long range seabed HDPE pipelines, it is long per mitron on pressed with weight
45%~80% blank pipe rate determines.Then the geological conditions and foundation bearing capacity according to sea bed carry out school to the weight of saddle weight
Core.
B) diameter and the weight of saddle weight according to HDPE pipelines determines the size and spacing of saddle weight.
C) the prefabricated armored concrete saddle weight in pipe prefabrication place by land first, then carries out HDPE pipelines, flange
The operation such as installation and the assembling of concrete matched saddle weight：First lifting places the latter half of saddle weight, then lays pipeline, and
Pipeline wind two slat gum bed courses, then carry out pipeline flange install, then lift saddle weight top half, finally
The upper and lower two parts of saddle weight are anchored with bolt.
D) typically using method installation of drifting along, method of drifting along is installed is pacified by controlling the blank pipe rate of HDPE pipelines to HDPE pipelines
Dress submarine pipeline.HDPE pipelines that suitable high tide level will be assembled by tugboat are selected first and saddle weight is floating is dragged to Attention problems
Place, then by adjusting the speed control pipeline commissioning form that tugboat pulling force and pipeline one end water-filling, the other end are vented, in order to
Ensure pipe safety, connected by flange between pipeline section.
Embodiment 4
As shown in Figures 1 and 2, a kind of seabed HDPE pipeline saddle weights of the present utility model, including mixed using reinforcing bar
Top saddle weight 1 and bottom saddle weight 2 that solidifying soil prefabricated section is made, the top saddle weight 1 connect with the fixed of bottom saddle weight 2
Connect, the top saddle weight 1 is trapezoidal hollow shape, and its left and right sides is respectively arranged with boss, the top saddle weight 1 or so
The boss of both sides is separately provided for the through hole of fixing bolt 5, and the bottom saddle weight 2 is rectangular hollow shape, it is described under
Portion's saddle weight 2 is provided with the groove for fixing bolt 5.
The concrete grade be C35 and its more than, thickness of concrete cover is 75mm.
Hanging object hole 4 is reserved with the top saddle weight 1 and bottom saddle weight 2.
The top saddle weight 1 and bottom saddle weight 2 are connected by bolt 5.The top saddle weight 1 and bottom saddle weight
2 both sides are respectively fixedly connected using 2 bolts 5.
The bolt 5 is the bolt processed using galvanizing.
The bolt 5 is arranged below compensator 7.
2 rubber blankets 6 are set between the saddle weight and HDPE3 pipelines.
The course of work of the present utility model is as follows：
A) the blank pipe rate first according to HDPE pipelines determines the weight of saddle weight.Can determine by 100% blank pipe rate in theory
With weight, but so design overly conservative, it is uneconomical.For long range seabed HDPE pipelines, it is long per mitron on pressed with weight
45%~80% blank pipe rate determines.Then the geological conditions and foundation bearing capacity according to sea bed carry out school to the weight of saddle weight
Core.
B) diameter and the weight of saddle weight according to HDPE pipelines determines the size and spacing of saddle weight.
C) the prefabricated armored concrete saddle weight in pipe prefabrication place by land first, then carries out HDPE pipelines, flange
The operation such as installation and the assembling of concrete matched saddle weight：First lifting places the latter half of saddle weight, then lays pipeline, and
Pipeline wind two slat gum bed courses, then carry out pipeline flange install, then lift saddle weight top half, finally
The upper and lower two parts of saddle weight are anchored with bolt.
D) typically using method installation of drifting along, method of drifting along is installed is pacified by controlling the blank pipe rate of HDPE pipelines to HDPE pipelines
Dress submarine pipeline.HDPE pipelines that suitable high tide level will be assembled by tugboat are selected first and saddle weight is floating is dragged to Attention problems
Place, then by adjusting the speed control pipeline commissioning form that tugboat pulling force and pipeline one end water-filling, the other end are vented, in order to
Ensure pipe safety, connected by flange between pipeline section.
Embodiment 5
As shown in Figures 1 and 2, a kind of seabed HDPE pipeline saddle weights of the present utility model, including mixed using reinforcing bar
Top saddle weight 1 and bottom saddle weight 2 that solidifying soil prefabricated section is made, the top saddle weight 1 connect with the fixed of bottom saddle weight 2
Connect, the top saddle weight 1 is trapezoidal hollow shape, and its left and right sides is respectively arranged with boss, the top saddle weight 1 or so
The boss of both sides is separately provided for the through hole of fixing bolt 5, and the bottom saddle weight 2 is rectangular hollow shape, it is described under
Portion's saddle weight 2 is provided with the groove for fixing bolt 5.
The concrete grade be C35 and its more than, thickness of concrete cover is 75mm.
Hanging object hole 4 is reserved with the top saddle weight 1 and bottom saddle weight 2.
The top saddle weight 1 and bottom saddle weight 2 are connected by bolt 5.The top saddle weight 1 and bottom saddle weight
2 both sides are respectively fixedly connected using 2 bolts 5.
The bolt 5 is the bolt processed using galvanizing.
The bolt 5 is arranged below compensator 7.
1 rubber blanket 6 is set between the saddle weight and HDPE3 pipelines.
The course of work of the present utility model is as follows：
A) the blank pipe rate first according to HDPE pipelines determines the weight of saddle weight.Can determine by 100% blank pipe rate in theory
With weight, but so design overly conservative, it is uneconomical.For long range seabed HDPE pipelines, it is long per mitron on pressed with weight
45%~80% blank pipe rate determines.Then the geological conditions and foundation bearing capacity according to sea bed carry out school to the weight of saddle weight
Core.
B) diameter and the weight of saddle weight according to HDPE pipelines determines the size and spacing of saddle weight.
C) the prefabricated armored concrete saddle weight in pipe prefabrication place by land first, then carries out HDPE pipelines, flange
The operation such as installation and the assembling of concrete matched saddle weight：First lifting places the latter half of saddle weight, then lays pipeline, and
Pipeline wind a slat gum bed course, then carry out pipeline flange install, then lift saddle weight top half, finally
The upper and lower two parts of saddle weight are anchored with bolt.
D) typically using method installation of drifting along, method of drifting along is installed is pacified by controlling the blank pipe rate of HDPE pipelines to HDPE pipelines
Dress submarine pipeline.HDPE pipelines that suitable high tide level will be assembled by tugboat are selected first and saddle weight is floating is dragged to Attention problems
Place, then by adjusting the speed control pipeline commissioning form that tugboat pulling force and pipeline one end water-filling, the other end are vented, in order to
Ensure pipe safety, connected by flange between pipeline section.
Embodiment 6
As shown in Figures 1 and 2, a kind of seabed HDPE pipeline saddle weights of the present utility model, including mixed using reinforcing bar
Top saddle weight 1 and bottom saddle weight 2 that solidifying soil prefabricated section is made, the top saddle weight 1 connect with the fixed of bottom saddle weight 2
Connect, the top saddle weight 1 is trapezoidal hollow shape, and its left and right sides is respectively arranged with boss, the top saddle weight 1 or so
The boss of both sides is separately provided for the through hole of fixing bolt 5, and the bottom saddle weight 2 is rectangular hollow shape, it is described under
Portion's saddle weight 2 is provided with the groove for fixing bolt 5.
The concrete grade be C35 and its more than, thickness of concrete cover is 75mm.
Hanging object hole 4 is reserved with the top saddle weight 1 and bottom saddle weight 2.
The top saddle weight 1 and bottom saddle weight 2 are connected by bolt 5.The top saddle weight 1 and bottom saddle weight
2 both sides are respectively fixedly connected using 2 bolts 5.
The bolt 5 is the bolt processed using galvanizing.
The bolt 5 is arranged below compensator 7.
4 rubber blankets 6 are set between the saddle weight and HDPE3 pipelines.
The course of work of the present utility model is as follows：
A) the blank pipe rate first according to HDPE pipelines determines the weight of saddle weight.Can determine by 100% blank pipe rate in theory
With weight, but so design overly conservative, it is uneconomical.For long range seabed HDPE pipelines, it is long per mitron on pressed with weight
45%~80% blank pipe rate determines.Then the geological conditions and foundation bearing capacity according to sea bed carry out school to the weight of saddle weight
Core.
B) diameter and the weight of saddle weight according to HDPE pipelines determines the size and spacing of saddle weight.
C) the prefabricated armored concrete saddle weight in pipe prefabrication place by land first, then carries out HDPE pipelines, flange
The operation such as installation and the assembling of concrete matched saddle weight：First lifting places the latter half of saddle weight, then lays pipeline, and
Pipeline wind four slat gum bed courses, then carry out pipeline flange install, then lift saddle weight top half, finally
The upper and lower two parts of saddle weight are anchored with bolt.
D) typically using method installation of drifting along, method of drifting along is installed is pacified by controlling the blank pipe rate of HDPE pipelines to HDPE pipelines
Dress submarine pipeline.HDPE pipelines that suitable high tide level will be assembled by tugboat are selected first and saddle weight is floating is dragged to Attention problems
Place, then by adjusting the speed control pipeline commissioning form that tugboat pulling force and pipeline one end water-filling, the other end are vented, in order to
Ensure pipe safety, connected by flange between pipeline section.
Above-described is only preferred embodiment of the present utility model, it is noted that for those skilled in the art
For, under the premise of the utility model general idea is not departed from, some changes and improvements can also be made, these should also be considered as
Protection domain of the present utility model.
Claims (10)
1. a kind of seabed HDPE pipeline saddle weights, it is characterised in that：It includes the top being made of armored concrete prefabricated section
Saddle weight（1）With bottom saddle weight（2）, the top saddle weight（1）With bottom saddle weight（2）It is fixedly connected, the top pressure
Pouring weight（1）It is trapezoidal hollow shape, its left and right sides is respectively arranged with boss, the top saddle weight（1）The left and right sides it is convex
Platform is separately provided for the through hole of fixing bolt, the bottom saddle weight（2）It is rectangular hollow shape, the bottom saddle weight
（2）It is provided with for fixing bolt（5）Groove.
2. a kind of seabed HDPE pipeline saddle weights according to claim 1, it is characterised in that：The concrete grade is
C35 and its more than, thickness of concrete cover is 75mm.
3. a kind of seabed HDPE pipeline saddle weights according to claim 1, it is characterised in that：The top saddle weight（1）
With bottom saddle weight（2）On be reserved with hanging object hole（4）.
4. a kind of seabed HDPE pipeline saddle weights according to claim 1, it is characterised in that：The top saddle weight（1）
With bottom saddle weight（2）By bolt（5）Connection.
5. a kind of seabed HDPE pipeline saddle weights according to claim 4, it is characterised in that：The bolt（5）It is use
The bolt of galvanizing treatment.
6. a kind of seabed HDPE pipeline saddle weights according to claim 4, it is characterised in that：The bolt（5）Set below
There is compensator（7）.
7. a kind of seabed HDPE pipeline saddle weights according to claim 1, it is characterised in that：The top saddle weight（1）
With bottom saddle weight（2）Both sides respectively use 1 ~ 4 bolt（5）It is fixedly connected.
8. a kind of seabed HDPE pipeline saddle weights according to claim 1, it is characterised in that：The top saddle weight（1）
With bottom saddle weight（2）Both sides respectively use 2 bolts（5）It is fixedly connected.
9. a kind of seabed HDPE pipeline saddle weights according to claim 1, it is characterised in that：The saddle weight and HDPE are managed
1 ~ 4 rubber blanket is set between road（6）.
10. a kind of seabed HDPE pipeline saddle weights according to claim 1, it is characterised in that：The saddle weight and HDPE
2 rubber blankets are set between pipeline（6）.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201621266362.6U CN206234474U (en) | 2016-11-24 | 2016-11-24 | A kind of seabed HDPE pipeline saddle weights |
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201621266362.6U CN206234474U (en) | 2016-11-24 | 2016-11-24 | A kind of seabed HDPE pipeline saddle weights |
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| Publication Number | Publication Date |
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| CN206234474U true CN206234474U (en) | 2017-06-09 |
Family
ID=58979708
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| CN201621266362.6U Expired - Fee Related CN206234474U (en) | 2016-11-24 | 2016-11-24 | A kind of seabed HDPE pipeline saddle weights |
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Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107084281A (en) * | 2017-06-22 | 2017-08-22 | 中国海洋大学 | A kind of seabed flexible pipe laying fixing device |
| CN108679304A (en) * | 2018-06-22 | 2018-10-19 | 中国石油大学(华东) | A kind of tortoise shape flexibility submerged pipeline clump weight |
| CN110133051A (en) * | 2019-04-15 | 2019-08-16 | 中国电建集团贵阳勘测设计研究院有限公司 | A kind of Multifunctional resistance rate grinding coagulation soil pressure pouring weight |
| CN111664297A (en) * | 2020-04-24 | 2020-09-15 | 海洋石油工程股份有限公司 | Umbilical cable counter weight device |
| NO345879B1 (en) * | 2020-03-09 | 2021-09-20 | Skjæveland Cementstoeperi As | CONCRETE PLUMBERS AND PROCEDURE WHEN USING THE SAME |
-
2016
- 2016-11-24 CN CN201621266362.6U patent/CN206234474U/en not_active Expired - Fee Related
Cited By (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107084281A (en) * | 2017-06-22 | 2017-08-22 | 中国海洋大学 | A kind of seabed flexible pipe laying fixing device |
| CN107084281B (en) * | 2017-06-22 | 2022-12-23 | 中国海洋大学 | Fixing device for laying seabed flexible pipe |
| CN108679304A (en) * | 2018-06-22 | 2018-10-19 | 中国石油大学(华东) | A kind of tortoise shape flexibility submerged pipeline clump weight |
| CN110133051A (en) * | 2019-04-15 | 2019-08-16 | 中国电建集团贵阳勘测设计研究院有限公司 | A kind of Multifunctional resistance rate grinding coagulation soil pressure pouring weight |
| CN110133051B (en) * | 2019-04-15 | 2024-02-13 | 中国电建集团贵阳勘测设计研究院有限公司 | Multifunctional resistivity roller compacted concrete weight block |
| NO345879B1 (en) * | 2020-03-09 | 2021-09-20 | Skjæveland Cementstoeperi As | CONCRETE PLUMBERS AND PROCEDURE WHEN USING THE SAME |
| CN111664297A (en) * | 2020-04-24 | 2020-09-15 | 海洋石油工程股份有限公司 | Umbilical cable counter weight device |
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