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CN109372008A - A kind of modular marine engineering mixed mud foundation structure and construction method - Google Patents

A kind of modular marine engineering mixed mud foundation structure and construction method Download PDF

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Publication number
CN109372008A
CN109372008A CN201811447552.1A CN201811447552A CN109372008A CN 109372008 A CN109372008 A CN 109372008A CN 201811447552 A CN201811447552 A CN 201811447552A CN 109372008 A CN109372008 A CN 109372008A
Authority
CN
China
Prior art keywords
supportive body
terminal pad
connected unit
connector
fixture block
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.)
Pending
Application number
CN201811447552.1A
Other languages
Chinese (zh)
Inventor
王大志
王骁
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.)
Dalian Haiying Technology Co Ltd
Original Assignee
Dalian Haiying Technology Co Ltd
Priority date (The priority date 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 date listed.)
Filing date
Publication date
Application filed by Dalian Haiying Technology Co Ltd filed Critical Dalian Haiying Technology Co Ltd
Priority to CN201811447552.1A priority Critical patent/CN109372008A/en
Publication of CN109372008A publication Critical patent/CN109372008A/en
Pending legal-status Critical Current

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Classifications

    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D27/00Foundations as substructures
    • E02D27/32Foundations for special purposes
    • E02D27/42Foundations for poles, masts or chimneys
    • E02D27/425Foundations for poles, masts or chimneys specially adapted for wind motors masts
    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D27/00Foundations as substructures
    • E02D27/32Foundations for special purposes
    • E02D27/52Submerged foundations, i.e. submerged in open water
    • E02D27/525Submerged foundations, i.e. submerged in open water using elements penetrating the underwater ground

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  • Engineering & Computer Science (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • General Life Sciences & Earth Sciences (AREA)
  • Mining & Mineral Resources (AREA)
  • Paleontology (AREA)
  • Civil Engineering (AREA)
  • General Engineering & Computer Science (AREA)
  • Structural Engineering (AREA)
  • Revetment (AREA)
  • Foundations (AREA)

Abstract

The invention discloses a kind of modular marine engineering mixed mud foundation structure and construction methods, including supportive body, link slot is provided at the top of the supportive body, the link slot is internally provided with connector, support tube column is provided at the top of the connector, the supportive body outer surface of cupular part is provided with connected unit, the connected unit bottom is provided with supporting baffle, the connected unit is internally provided with terminal pad, connection fixture block is provided at the top of the terminal pad, the first card slot is provided at the top of the supportive body, the connection head surface is provided with the second card slot, the connection fixture block two sides are provided with communicating pipe.The present invention matches step with connected unit by setting terminal pad, fixture block is recycled to be clamped respectively with the first card slot and the second card slot, supportive body and connector are connected and fixed, installation is fixed to support tube column all directions, reduce difficulty of construction, shorten the foundation construction phase, it is easy to dismantle, part-structure can be recycled.

Description

A kind of modular marine engineering mixed mud foundation structure and construction method
Technical field
The present invention relates to underwater mixed mud basis mounting technique field, in particular to a kind of modular marine engineering mixed mud Foundation structure and construction method.
Background technique
In ocean engineering field such as Oversea wind power generation engineering, foundation structure usually has pile foundation, gravity type foundation, leads Forms, these foundation structures such as pipe-support type basis, negative-pressure foundation and floating platform usually require large-scale equipment and are transported and pacified Dress, causes operating expenses higher, construction period is longer.For conventional infrastructure, bucket foundation due to low cost, Construct convenient, safe and reliable, reusing the features such as be widely used in ocean engineering.
Number of patent application is benefit in a kind of Inserted Foundation technical solution for ocean engineering of 201420046228.X Part is buried using gravity type Large-diameter Steel cylinder with socket shape steel member, reduces the embedded depth on basis with dilated diameter, Top connects elevation structural and transmitting load using the lesser support tube column of diameter, can effectively save the material on basis, the base Plinth is Inserted Foundation, and basis is whole to be embedded in native, and embedded depth is relatively shallower, is relatively recycled convenient for removing or even can be recycled; Due to the water surface hereinafter, water flow washes away fiercely foundation connection structure, stable connection type useless, support tube column is to water surface engineering Facility support is not sufficiently stable, and influences the use on mixed mud basis.
Therefore, invent a kind of modular marine engineering mixed mud foundation structure and construction method has very much to solve the above problems It is necessary.
Summary of the invention
The purpose of the present invention is to provide a kind of modular marine engineering mixed mud foundation structure and construction methods, by setting It sets terminal pad and matches step with connected unit, fixture block is recycled to be clamped respectively with the first card slot and the second card slot, supportive body and company Connector is connected and fixed, and is conducive to support tube column all directions be fixed installation, reduces difficulty of construction, shortens foundation construction It is phase, easy to dismantle, recycling and reusing can be carried out to part-structure, to solve the problems mentioned in the above background technology.
To achieve the above object, the invention provides the following technical scheme: a kind of modular marine engineering mixed mud basis is tied Structure, including supportive body, the supportive body top are provided with link slot, and the link slot is internally provided with connector, described It is provided with support tube column at the top of connector, the supportive body outer surface of cupular part is provided with connected unit, and the connected unit bottom is set It is equipped with supporting baffle, the connected unit is internally provided with terminal pad, is provided with connection fixture block, the support at the top of the terminal pad Body top is provided with the first card slot, and the connection head surface is provided with the second card slot, and the connection fixture block two sides are provided with Communicating pipe, the connected unit bottom are provided with port, run through terminal pad the communicating pipe, and the communicating pipe and port are socketed.
Preferably, the supportive body, connector and support tube column are all made of reinforced concrete material and are made, the support Baffle, terminal pad and connection fixture block are all made of Steel material and are made.
Preferably, the link slot and connector grafting, the supporting baffle are fixedly connected with supportive body, the support Baffle number is set as multiple.
Preferably, the terminal pad is shaped to circular ring type, and the terminal pad and connected unit are socketed, the terminal pad with It is bolted and fixed between connected unit.
Preferably, the connection card number of blocks is set as six, and the connection fixture block is on the inside of terminal pad, and described first Card slot and the second card slot with connect fixture block clamping.
A kind of construction method of modular marine engineering mixed mud foundation structure, it is mixed including the modular marine engineering Soil foundation structure, further comprising the steps of:
S1: first that supportive body is buried in seabed;
S2: at the top of supportive body link slot and connector grafting, realize tentatively connecting for support tube column and supportive body It connects;
S3: terminal pad drops in connected unit, and terminal pad matches socket with connected unit;
S4: connection fixture block is clamped with the first card slot and the second card slot respectively, and fitted bolt fixes connected unit and terminal pad Connection, realization are connected and fixed supportive body and connector;
S5: the buried seabed of supportive body, supporting baffle are fallen into the soil of seabed, are increased between supportive body and seabed soil Contact area.
Technical effect and advantage of the invention:
(1) present invention is by buried in seabed by supportive body, using at the top of supportive body link slot and connector insert It connects, realizes the preliminary connection of support tube column and supportive body, dropped in connected unit by terminal pad, terminal pad and connected unit With socket, it is clamped respectively with the first card slot and the second card slot using connection fixture block, fitted bolt fixes connected unit and terminal pad Connection, realization are connected and fixed supportive body and connector, are conducive to support tube column all directions be fixed installation, reduce Difficulty of construction shortens the foundation construction phase, easy to dismantle, can carry out recycling and reusing to part-structure;
(2) present invention improves the stability of connected unit, and supporting baffle falls into seabed soil by setting supporting baffle In, increase the contact area between supportive body and seabed soil, improve the stability of supportive body, prevents supportive body from turning Dynamic, by the way that communicating pipe is arranged, in terminal pad sinking watching, the seawater for connecting pan bottom is flowed up by communicating pipe, convenient Terminal pad stablizes decline, convenient that socket is matched with connected unit, is socketed by communicating pipe and port, convenient to consolidate to terminal pad It is fixed, be conducive to facilitate the connection of foundation structure to install, improve installation effectiveness.
Detailed description of the invention
Fig. 1 is overall structure diagram of the invention;
Fig. 2 is the overlooking structure diagram of connected unit of the present invention;
Fig. 3 is the overall structure diagram of terminal pad of the present invention;
In figure: 1 supportive body, 2 link slots, 3 connectors, 4 support tube columns, 5 connected units, 6 supporting baffles, 7 terminal pads, 8 Connect fixture block, 9 first card slots, 10 second card slots, 11 communicating pipes, 12 ports.
Specific embodiment
Following will be combined with the drawings in the embodiments of the present invention, and technical solution in the embodiment of the present invention carries out clear, complete Site preparation description, it is clear that described embodiments are only a part of the embodiments of the present invention, instead of all the embodiments.It is based on Embodiment in the present invention, it is obtained by those of ordinary skill in the art without making creative efforts every other Embodiment shall fall within the protection scope of the present invention.
Embodiment 1
The present invention provides a kind of modular marine engineering mixed mud foundation structures as shown in Figs. 1-3, including support master Body 1 is provided with link slot 2 at the top of the supportive body 1, and the link slot 2 is internally provided with connector 3, and the connector 3 pushes up Portion is provided with support tube column 4, and 1 outer surface of cupular part of supportive body is provided with connected unit 5, and 5 bottom of connected unit is provided with Supporting baffle 6, the connected unit 5 are internally provided with terminal pad 7, and connection fixture block 8, the branch are provided at the top of the terminal pad 7 It is provided with the first card slot 9 at the top of support main body 1,3 surface of connector is provided with the second card slot 10,8 two sides of connection fixture block It is provided with communicating pipe 11,5 bottom of connected unit is provided with port 12.
Further, in the above-mentioned technical solutions, the supportive body 1, connector 2 and support tube column 4 are all made of reinforcing bar Mixed mud material is made, and the supporting baffle 5, terminal pad 7 and connection fixture block 8 are all made of Steel material and are made;
Further, in the above-mentioned technical solutions, the link slot 2 and 3 grafting of connector, the supporting baffle 6 and branch Support main body 1 is fixedly connected, and 6 quantity of supporting baffle is set as multiple, and when 1 buried seabed of supportive body, supporting baffle 6 is fallen into In the soil of seabed, increase the contact area between supportive body 1 and seabed soil, improves the stability of supportive body 1, prevent from propping up Main body 1 is supportted to rotate;
Further, in the above-mentioned technical solutions, the terminal pad 7 is shaped to circular ring type, the terminal pad 7 and company Consecutive 5 socket, is bolted and fixed between the terminal pad 7 and connected unit 5, and terminal pad 7 matches socket with connected unit 5, Fixture block 8 is connected to be clamped with the first card slot 9 and the second card slot 10 respectively, connected unit 5 is fixedly connected by fitted bolt with terminal pad 7, It realizes being connected and fixed to supportive body 1 and connector 3, is conducive to that installation is fixed to 4 all directions of support tube column;
Further, in the above-mentioned technical solutions, 8 quantity of connection fixture block is set as six, and the connection fixture block 8 passes through Wear the inside of terminal pad 7, first card slot 9 and the second card slot 10 with connect fixture block 8 and is clamped, fixture block 8 is clamped the first card slot, reality The connection of existing terminal pad 7 and supportive body 1, fixture block 8 and the second card slot 10 are clamped, and realize the connection of terminal pad 7 and connector 3, And then it realizes connector 3 and supportive body 1 is fixed;
Further, in the above-mentioned technical solutions, the communicating pipe 11 runs through terminal pad 7, the communicating pipe 11 and port 12 sockets, in 7 sinking watching of terminal pad, the seawater of 7 bottom of terminal pad facilitates terminal pad 7 by flowing up communicating pipe 11 Stablize decline, it is convenient to match socket with connected unit 5.
Working method of the present invention:
Referring to Figure of description 1-3, it is installing the basis, it is first that supportive body 1 is buried in seabed, utilize supportive body The link slot 2 at 1 top and 3 grafting of connector, realize the preliminary connection of support tube column 4 and supportive body 1, and terminal pad 7 drops to In connected unit 5, terminal pad 7 matches socket with connected unit 5, and connection fixture block 8 is clamped with the first card slot 9 and the second card slot 10 respectively, Connected unit 5 is fixedly connected by fitted bolt with terminal pad 7, is realized being connected and fixed to supportive body 1 and connector 3, is conducive to Installation is fixed to 4 all directions of support tube column, reduces difficulty of construction, shortens the foundation construction phase, it is easy to dismantle, part can be tied Structure carries out recycling and reusing;
Referring to Figure of description 1-2, when 1 buried seabed of supportive body, supporting baffle 6 is fallen into the soil of seabed, increases branch The contact area between main body 1 and seabed soil is supportted, the stability of supportive body 1 is improved, prevents supportive body 1 from rotating, passes through Communicating pipe 11 is set, and in 7 sinking watching of terminal pad, the seawater of 7 bottom of terminal pad facilitates company by flowing up communicating pipe 11 Connect disk 7 and stablize decline, it is convenient match socket with connected unit 5, by communicating pipe 11 and the socket of port 12, conveniently to terminal pad 7 into Row is fixed, and the connection of foundation structure is facilitated to install, and improves installation effectiveness.
Embodiment 2
A kind of construction method of modular marine engineering mixed mud foundation structure, it is mixed including the modular marine engineering Soil foundation structure, further comprising the steps of:
S1: first that supportive body 1 is buried in seabed;
S2: link slot 2 and 3 grafting of connector with 1 top of supportive body, realization support tube column 4 are first with supportive body 1 Step connection;
S3: terminal pad 7 drops in connected unit 5, and terminal pad 7 matches socket with connected unit 5;
S4: connection fixture block 8 is clamped with the first card slot 9 and the second card slot 10 respectively, and fitted bolt is by connected unit 5 and terminal pad 7 are fixedly connected, and realize being connected and fixed to supportive body 1 and connector 3;
S5: the buried seabed of supportive body 1, supporting baffle 6 are fallen into the soil of seabed, increase supportive body 1 and seabed soil Between contact area.
Finally, it should be noted that the foregoing is only a preferred embodiment of the present invention, it is not intended to restrict the invention, Although the present invention is described in detail referring to the foregoing embodiments, for those skilled in the art, still may be used To modify the technical solutions described in the foregoing embodiments or equivalent replacement of some of the technical features, All within the spirits and principles of the present invention, any modification, equivalent replacement, improvement and so on should be included in of the invention Within protection scope.

Claims (6)

1. a kind of modular marine engineering mixed mud foundation structure, including supportive body (1), it is characterised in that: the support master It is provided with link slot (2) at the top of body (1), the link slot (2) is internally provided with connector (3), sets at the top of the connector (3) It is equipped with support tube column (4), supportive body (1) outer surface of cupular part is provided with connected unit (5), and connected unit (5) bottom is set It is equipped with supporting baffle (6), the connected unit (5) is internally provided with terminal pad (7), is provided with connection at the top of the terminal pad (7) Fixture block (8), supportive body (1) top are provided with the first card slot (9), and connector (3) surface is provided with the second card slot (10), connection fixture block (8) two sides are provided with communicating pipe (11), and connected unit (5) bottom is provided with port (12), institute Communicating pipe (11) are stated through terminal pad (7), the communicating pipe (11) and port (12) are socketed.
2. a kind of modular marine engineering mixed mud foundation structure according to claim 1, it is characterised in that: the support Main body (1), connector (2) and support tube column (4) are all made of reinforced concrete material and are made, the supporting baffle (5), terminal pad (7) it is all made of Steel material with connection fixture block (8) and is made.
3. a kind of modular marine engineering mixed mud foundation structure according to claim 1, it is characterised in that: the connection Slot (2) and connector (3) grafting, the supporting baffle (6) are fixedly connected with supportive body (1), supporting baffle (6) quantity It is set as multiple.
4. a kind of modular marine engineering mixed mud foundation structure according to claim 1, it is characterised in that: the connection Disk (7) is shaped to circular ring type, and the terminal pad (7) and connected unit (5) are socketed, the terminal pad (7) and connected unit (5) it Between be bolted and fixed.
5. a kind of modular marine engineering mixed mud foundation structure according to claim 1, it is characterised in that: the connection Fixture block (8) quantity is set as six, and the connection fixture block (8) is on the inside of terminal pad (7), first card slot (9) and second Card slot (10) with connect fixture block (8) clamping.
6. a kind of construction method of modular marine engineering mixed mud foundation structure, it is characterised in that: including such as claim 1 institute The modular marine engineering mixed mud foundation structure stated, further comprising the steps of:
S1: first that supportive body (1) is buried in seabed;
S2: with the link slot (2) and connector (3) grafting, realization support tube column (4) and supportive body at the top of supportive body (1) (1) preliminary connection;
S3: terminal pad (7) drops in connected unit (5), and terminal pad (7) matches socket with connected unit (5);
S4: connection fixture block (8) is clamped with the first card slot (9) and the second card slot (10) respectively, and fitted bolt is by connected unit (5) and even It connects disk (7) to be fixedly connected, realization is connected and fixed supportive body (1) and connector (3);
S5: supportive body (1) buried seabed, supporting baffle (6) are fallen into the soil of seabed, increase supportive body (1) and seabed mud Contact area between soil.
CN201811447552.1A 2018-11-29 2018-11-29 A kind of modular marine engineering mixed mud foundation structure and construction method Pending CN109372008A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201811447552.1A CN109372008A (en) 2018-11-29 2018-11-29 A kind of modular marine engineering mixed mud foundation structure and construction method

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201811447552.1A CN109372008A (en) 2018-11-29 2018-11-29 A kind of modular marine engineering mixed mud foundation structure and construction method

Publications (1)

Publication Number Publication Date
CN109372008A true CN109372008A (en) 2019-02-22

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Citations (11)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR20100131842A (en) * 2009-06-08 2010-12-16 우주엘엔티(주) Installation structure of road facilities post
CN102251534A (en) * 2011-04-19 2011-11-23 上海海事大学 Ocean engineering foundation adopting pile-barrel foundation structure
CN202170513U (en) * 2011-05-17 2012-03-21 王大全 No undergoing force slab prestressed high strength concrete pipe pile base
DE102012014828A1 (en) * 2012-07-27 2014-01-30 Repower Systems Se Dissolved structural structure for a wind energy plant and method for producing a dissolved structural structure for a wind energy plant
CN203701140U (en) * 2014-01-24 2014-07-09 熊翱 Plug-in type foundation for oceaneering
CN204898706U (en) * 2015-08-14 2015-12-23 华信咨询设计研究院有限公司 Steel pipe pile foundation communication tower structure
KR20160110055A (en) * 2015-11-23 2016-09-21 주식회사 한빛에스엘엘 foundation pile for pillar, pile driving cap, and method of constructing the same
CN105952241A (en) * 2016-05-06 2016-09-21 国网湖南省电力公司 Combined pedestal used for fast mounting/dismounting composite material electric pole
KR101707170B1 (en) * 2016-04-27 2017-02-15 (주)지케이우드 Structure for connecting support
CN207144612U (en) * 2017-09-12 2018-03-27 陈资政 A kind of Novel seismic-proof electric pole firm banking
CN209339178U (en) * 2018-11-29 2019-09-03 大连海英科技有限公司 A kind of modular marine engineering concrete foundation structure

Patent Citations (11)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR20100131842A (en) * 2009-06-08 2010-12-16 우주엘엔티(주) Installation structure of road facilities post
CN102251534A (en) * 2011-04-19 2011-11-23 上海海事大学 Ocean engineering foundation adopting pile-barrel foundation structure
CN202170513U (en) * 2011-05-17 2012-03-21 王大全 No undergoing force slab prestressed high strength concrete pipe pile base
DE102012014828A1 (en) * 2012-07-27 2014-01-30 Repower Systems Se Dissolved structural structure for a wind energy plant and method for producing a dissolved structural structure for a wind energy plant
CN203701140U (en) * 2014-01-24 2014-07-09 熊翱 Plug-in type foundation for oceaneering
CN204898706U (en) * 2015-08-14 2015-12-23 华信咨询设计研究院有限公司 Steel pipe pile foundation communication tower structure
KR20160110055A (en) * 2015-11-23 2016-09-21 주식회사 한빛에스엘엘 foundation pile for pillar, pile driving cap, and method of constructing the same
KR101707170B1 (en) * 2016-04-27 2017-02-15 (주)지케이우드 Structure for connecting support
CN105952241A (en) * 2016-05-06 2016-09-21 国网湖南省电力公司 Combined pedestal used for fast mounting/dismounting composite material electric pole
CN207144612U (en) * 2017-09-12 2018-03-27 陈资政 A kind of Novel seismic-proof electric pole firm banking
CN209339178U (en) * 2018-11-29 2019-09-03 大连海英科技有限公司 A kind of modular marine engineering concrete foundation structure

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Effective date of abandoning: 20240621