JP2004011363A - Jacket structure - Google Patents

Jacket structure Download PDF

Info

Publication number
JP2004011363A
JP2004011363A JP2002169745A JP2002169745A JP2004011363A JP 2004011363 A JP2004011363 A JP 2004011363A JP 2002169745 A JP2002169745 A JP 2002169745A JP 2002169745 A JP2002169745 A JP 2002169745A JP 2004011363 A JP2004011363 A JP 2004011363A
Authority
JP
Japan
Prior art keywords
pile
jacket structure
main member
guide
pile guide
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.)
Granted
Application number
JP2002169745A
Other languages
Japanese (ja)
Other versions
JP3785119B2 (en
Inventor
Hisashi Sekimoto
関本 恒
Makoto Kondo
近藤 誠
Akinobu Kishi
岸 明信
Hiroyuki Kamei
亀井 宏之
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.)
Mitsubishi Heavy Industries Ltd
Original Assignee
Mitsubishi Heavy Industries 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 Mitsubishi Heavy Industries Ltd filed Critical Mitsubishi Heavy Industries Ltd
Priority to JP2002169745A priority Critical patent/JP3785119B2/en
Publication of JP2004011363A publication Critical patent/JP2004011363A/en
Application granted granted Critical
Publication of JP3785119B2 publication Critical patent/JP3785119B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

Links

Images

Landscapes

  • Foundations (AREA)

Abstract

<P>PROBLEM TO BE SOLVED: To provide a jacket structure surely enhanced in rigidity while preventing the enlargement of size and never impairing the appearance or the like. <P>SOLUTION: A reinforcement part 10 is provided in the inner part of a pile guide-main member 2. The reinforcement part 10 is provided in the connection part of the pile guide-main member 2 with a connecting member within the pile guide-main member 2, and it has a plurality of reinforcing ribs 12 arranged on the inside of the pile guide-main member 2 and a cylindrical body 11 fixed between the reinforcing ribs 12. The reinforcing ribs 12 are radially fixed at prescribed intervals on the inside of the pile guide-main member 2 along the inside. The cylindrical body 11 is made of a steel having a space P having a size allowing the insertion of a pile driven to the inside thereof, and fixed to the tip ends of the reinforcing ribs 12. <P>COPYRIGHT: (C)2004,JPO

Description

【0001】
【発明の属する技術分野】
この発明は、例えば橋脚等を海底等の水底地盤に建設するとき、その水底地盤に設置するジャケット構造体に関する。
【0002】
【従来の技術】
橋脚等を海底地盤に建設するに際し、海底地盤にはべた基礎、杭基礎等が採用されるが、特に、大水深の海域等では、工期短縮化、コスト低廉化等の要求に応じられる杭基礎が有利であり、中でもジャケット式基礎が特に有利となる。
この基礎のジャケット構造体は、海底地盤に対して、杭のガイドを兼用する主部材である複数の杭ガイド兼用主部材が連結部材で連結されることで構成されており、設置位置にセットされると、図示しない杭打ち機が杭を杭ガイド兼用主部材により案内させながら海底地盤に打ち込むようになっている。
【0003】
【発明が解決しようとする課題】
ところで、従来のジャケット構造体は、上述のように、複数からなる杭ガイド兼用主部材と、それら杭ガイド兼用主部材を連結する連結部材とからなっており、地震時等のジャケット構造体への外力作用時に、杭ガイド兼用主部材と連結部材間の連結部分に著しい応力が集中する問題があった。
上記問題を解消すべく、杭ガイド兼用主部材と連結部材間に剛性を高めるため、A)杭ガイド兼用主部材の周囲に補強カラーとしての補強材を露出させて設けること、B)杭ガイド兼用主部材の内側にダイヤフラムを突き出して設けること、C)杭ガイド兼用主部材の連結部材との連結部分の板厚を上げたりしていた。しかしながら、上記A)の場合は、補強材が外部に露出して全体的に大型化してしまうと共に、外観を損なうという問題があり、更に防食処理が複雑となる等の不具合を招いていた。上記B)の場合は、杭ガイド兼用主部材内に杭を挿入するとき、杭の先端がダイヤフラムに引き掛かったりして杭が入れづらくなり、また時には杭打ちの障害になることもあった。上記C)の場合は、杭ガイド兼用主部材の板厚を局部的に上げるので製作が面倒であった。
【0004】
この発明は、このような事情を考慮してなされたもので、その目的は、剛性を確実に高めることができ、また大型化するのを防ぐと共に、外観等を損なうこともないジャケット構造体を提供することにある。
【0005】
【課題を解決するための手段】
上記目的を達成するために、この発明は以下の手段を提案している。
請求項1に係る発明は、複数の杭ガイド兼用主部材を連結部材で連結して形成されたジャケット構造体において、杭ガイド兼用主部材の内部に、杭の案内を可能とする空間を有する補強部を設けたことを特徴とする。
【0006】
この発明に係るジャケット構造体によれば、杭ガイド兼用主部材の内部に補強部が設けられているので、地震時等にジャケット構造体へ外力が作用しても、補強部により、杭ガイド兼用主部材と連結部材間の連結部分に応力が集中するのを軽減することができる。
【0007】
請求項2に係る発明は、請求項1記載のジャケット構造体において、前記補強部は、前記杭ガイド兼用主部材に連結される連結部材との連結部に設けられていることを特徴とする。
【0008】
この発明に係るジャケット構造体によれば、補強部が連結部にあるので、該連結部の強度を上げることができる。
【0009】
請求項3に係る発明は、請求項1又は2記載のジャケット構造体において、前記補強部は、前記杭ガイド兼用主部材の内周に放射状に固定された補強リブと、該補強リブ間に固定され、杭を挿通させる筒体とを備えることを特徴とする。
【0010】
この発明に係るジャケット構造体によれば、補強部が補強リブと筒体とで形成され、杭ガイド兼用主部材が二重構造となっているので、杭ガイド兼用主部材の強度を確実に高めることができる。
【0011】
請求項4に係る発明は、請求項1から3のいずれかに記載のジャケット構造体において、前記補強部は、杭を前記筒体に導入させるガイド部を設けていることを特徴とする。
【0012】
この発明に係るジャケット構造体によれば、杭の挿入時、杭をスムーズに導き入れることができるので、杭の打設を良好に行うことができる。
【0013】
請求項5に係る発明は、請求項1から4のいずれかに記載のジャケット構造体において、前記補強部は、前記杭ガイド兼用主部材の内部に周方向に所定の間隔で配設され、かつ杭を挿通させる不連続筒状体を形成するT字状の部材からなることを特徴とする。
【0014】
この発明に係るジャケット構造体によれば、杭を挿通させる不連続筒状体を形成するT字状の部材で補強部が形成されるので、この補強部により、杭ガイド兼用主部材の強度を確実に高めることができる。
【0015】
請求項6に係る発明は、請求項5記載のジャケット構造体において、前記T字状の部材は、H鋼材を切断して形成されることを特徴とする。
【0016】
この発明に係るジャケット構造体によれば、H鋼を切断するだけでT字状の部材を製作できるので、そのT字状の部材を杭ガイド兼用主部材に配設することで、杭を挿通させる不連続筒状体を簡単に形成することができる。
【0017】
【発明の実施の形態】
以下、図面を参照し、この発明の実施の形態について説明する。図1から図3はこの発明の一実施の形態に係るジャケット構造体及びその格点部を示す図であって、図1はジャケット構造体を示す全体図、図2はジャケット構造体格点部の要部を示す拡大断面図、図3は図2のA−A線に相当する拡大断面図である。
図1に示すジャケット構造体1は、杭5のガイドを兼用する主部材である複数の杭ガイド兼用主部材2と、これら杭ガイド兼用主部材2を連結する連結部材3とによって構成されている。このジャケット構造体1は、工場のドック等で製作された後、曳航等によって海上運搬され、そこでクレーン(図示せず)によってバランスをとりながら海底地盤4の設置位置にセットされる。その後、杭打機(図示せず)が杭ガイド兼用主部材2によって杭5を海底地盤4に打ち込むと、打ち込まれた杭5とジャケット構造体1とは互いに連結されて一体化されることで基礎が形成される。
【0018】
この実施形態では、図2及び図3に示すように、杭ガイド兼用主部材2の内部に補強部10が設けられている。補強部10は、杭ガイド兼用主部材2の内部において、連結部材3と杭ガイド兼用主部材2との連結部に設けられ、内部に杭5が挿入されるとき、その杭の案内を可能とする空間Pを有している。即ち、杭ガイド兼用主部材2は、その内周に複数配設された補強リブ12と、これら補強リブ12間に固定された筒体11とを備えている。補強リブ12は、図3に示すように、杭ガイド兼用主部材2の内周にその内周に沿い所定の間隔を隔てて放射状に固定されている。筒体11は、その内部に杭5を挿通し得る大きさの空間Pを有する鋼製であって、補強リブ12の各先端に杭ガイド兼用主部材2と同軸上に固定されている。
【0019】
このような補強リブ12及び筒体11は、杭ガイド兼用主部材2に対し、まず、杭ガイド兼用主部材2の内周に補強リブ12が溶接等によって固定され、その補強リブ12内に筒体11を位置決めした後、例えば筒体11の内側からレーザ溶接されて補強リブ12に筒体11が固定されることで、杭ガイド兼用主部材2の内側に設けられ、これによって杭ガイド兼用主部材2が二重構造となる。
【0020】
ジャケット構造体1は、地震時等の外力作用時に、杭ガイド兼用主部材2と連結部材3間の連結部分に応力集中が発生するおそれがある。
しかしながら、この実施形態においては、上記のように、杭ガイド兼用主部材2の内部に杭5を挿通できるように形成された補強部10が設けられているので、上述のような杭ガイド兼用主部材2と連結部材3間の連結部分に応力が集中するのを軽減することができ、従って、補強部10によって杭ガイド兼用主部材2及び連結部材3間を充分な強度にすることができる。
【0021】
また、補強部10が杭ガイド兼用主部材2の内部に設けられると、杭ガイド兼用主部材2の外側に部材が何等露出していないので、ジャケット構造体1が大型化するのを防ぐことができると共に、外観を損なうというおそれがない。しかも、外部に突出していないことで防食処理に支障をきたすことがない。
【0022】
更に、補強部10は、杭ガイド兼用主部材2の内周に、放射状に配設された補強リブ12を介して筒体11が固定されるので、筒体11自体に必要充分な剛性を持たせることができ、しかも、筒体11内の空間Pにより杭5のガイドを良好に行うことができ、杭打ち時の障害となることがない。そして、筒体11は、内部からレーザ溶接によって補強リブ12に固定されているので、杭ガイド兼用主部材2の内側に部材を設けるような作業であっても、確実に固定することができ、局所的に杭ガイド兼用主部材の肉厚を厚くするのに比較すると製作が容易となる。
【0023】
図4はこの発明の第2の実施形態に係るジャケット構造体を示している。この実施形態において、前記実施形態と異なるのは、打設すべき杭5を筒体11に導入させるガイド部14が補強部10に設けられた点にある。
即ち、ガイド部14は、杭ガイド兼用主部材2と筒体11間に設けられた補強リブ12の上端を、上方に延在して延長部13が形成されると共に、その延長部13に上端に向かうに従い次第に補強リブ12間を開口させるようテーパ形状にすることで形成されている。なお、図4において、図1〜図3と同一部分には同一符号を付している。
【0024】
このように、補強部10に、補強リブ12を利用したガイド部14が設けられると、杭5の打ち込み時、ガイド部14が杭5を筒体11に導入するので、杭5が筒体11にスムースに挿入されることで杭の打設を良好にさせることができる。しかも、ガイド部14を設けると、補強リブ12の上端部が筒体11より上方に延在するので、それだけ補強機能をより高めることもでき、補強部10としての剛性が上がる。
【0025】
図5及び図6はこの発明の第3の実施の形態に係るジャケット構造体を示している。
この場合は、補強部10が、図6に示すように、杭ガイド兼用主部材2の内部に周方向に沿い所定の間隔で配設されたT字状の部材15で形成されている。即ち、T字状の部材15は、杭ガイド兼用主部材2の内部に、周方向に所定の間隔を隔てて放射状に固定されることで、杭5を挿通できるよう図6に示すような不連続筒状体16を形成する。この場合、T字状の部材15は、予め、H鋼を半分に切断することで形成された後、溶接によって杭ガイド兼用主部材2内に固定される。
【0026】
この実施形態によれば、杭ガイド兼用主部材2にT字状の部材15を溶接するだけで、図1〜図4に示す実施形態と略同様のガイド部10を形成することができるので、図1〜図4に示す実施形態に比較すると、製作工数を大幅に低減させることができ、剛性に優れたジャケット構造体1をより簡単に製作することができる。
【0027】
また、T字状の部材15は、H鋼を切断するだけで形成でき、T字状の部材15をいちいち圧延金型や引き抜き金型等で製作する必要がないので、大がかりな金型設備を要することもなく、簡単に部材を調達でき、しかも杭ガイド兼用主部材2に対し重量が大きくなるのを抑えることもできる。
【0028】
なお、以上の実施形態においては、補強部10が、斜杭をガイドするための杭ガイド兼用主部材2に設けられた例を示したが、直杭をガイドするための杭ガイド兼用主部材2にも同様に適用しているのは勿論である。
また、ジャケット構造体1は、海底地盤4に設置した例を示したが、これに限られることなく、湖底などの水底地盤に設置することもできる。
【0029】
【発明の効果】
以上説明したように、請求項1に係る発明によれば、杭ガイド兼用主部材の内部に設けられた補強部により、杭ガイド兼用主部材と連結部材間の連結部分に応力が集中するのを軽減できるように構成したので、ジャケット構造体の剛性を高めることができ、またジャケット構造体が大型化するのを防ぐことができると共に、外観を損なうというおそれがないという効果が得られる。又、防食処理上の問題を回避することができるという効果が得られる。
【0030】
請求項2に係る発明によれば、補強部が連結部にあるので、連結部の強度を上げることができ、地震等の外力に充分対抗できるという効果が得られる。
【0031】
請求項3に係る発明によれば、補強部が補強リブと筒体とで形成され、杭ガイド兼用主部材が二重構造となっているので、杭ガイド兼用主部材の強度を確実に高めることができる効果が得られる。
【0032】
請求項4に係る発明によれば、杭の挿入時、杭をスムースに導き入れることができ、杭の打設を良好に行うことができる効果が得られる。
【0033】
請求項5に係る発明によれば、杭を挿通させる不連続筒状体を形成するT字状の部材で補強部が形成されるので、杭ガイド兼用主部材の強度を確実に高めることができる効果が得られる。
【0034】
請求項6に係る発明によれば、H鋼を切断するだけでT字状の部材を製作できるので、杭を挿通させる筒状体を簡単に形成できる効果が得られる。
【図面の簡単な説明】
【図1】この発明の一実施の形態に係るジャケット構造体を示す全体図である。
【図2】ジャケット構造体格点部の要部を示す拡大断面図である。
【図3】図2のA−A線に相当する拡大断面図である。
【図4】この発明の第2の実施の形態に係るジャケット構造体を示す図であって、図2に相当するジャケット構造体格点部の要部拡大図である。
【図5】この発明の第3の実施の形態に係るジャケット構造体を示すジャケット構造体格点部の拡大断面図である。
【図6】図5のA−A線に相当する拡大断面図である。
【符号の説明】
1  ジャケット構造体
2  杭ガイド兼用主部材
3  連結部材
10  補強部
11  筒体
12  補強リブ
14  ガイド部
15  T字状の部材
16  不連続筒状体
P  空間
[0001]
TECHNICAL FIELD OF THE INVENTION
The present invention relates to a jacket structure installed on a submarine ground such as a seabed when a pier or the like is constructed on the submarine ground.
[0002]
[Prior art]
When piers are constructed on the seabed, solid foundations, pile foundations, etc. are used for the seabed. Is particularly advantageous, and among them, the jacket type foundation is particularly advantageous.
This foundation jacket structure is configured by connecting a plurality of pile guide / main members, which are also main members also serving as pile guides, to the seabed ground by connecting members, and is set at the installation position. Then, a pile driver (not shown) drives the pile into the submarine ground while guiding the pile by the pile guide / main member.
[0003]
[Problems to be solved by the invention]
By the way, as described above, the conventional jacket structure is composed of a plurality of pile guide / main members and a connecting member for connecting the pile guide / main members, and is used for connecting to the jacket structure during an earthquake or the like. When an external force is applied, there is a problem that a remarkable stress is concentrated on a connecting portion between the pile guide / main member and the connecting member.
In order to solve the above-mentioned problem, in order to increase the rigidity between the pile guide and main member and the connecting member, A) a reinforcing material as a reinforcing collar is exposed around the pile guide and main member, and B) the pile guide is also used. The diaphragm is protruded and provided inside the main member, and C) the plate thickness of the connection portion of the pile guide and the main member with the connection member is increased. However, in the case of A), there is a problem that the reinforcing material is exposed to the outside and the overall size is increased, the appearance is impaired, and furthermore, the anticorrosion treatment is complicated and the like. In the case of B), when the pile is inserted into the pile guide / main member, the tip of the pile is hooked on the diaphragm, making it difficult to insert the pile, and sometimes causing an obstacle to the pile driving. In the case of C), the thickness of the pile guide / main member was locally increased, so that the production was troublesome.
[0004]
The present invention has been made in view of such circumstances, and an object of the present invention is to provide a jacket structure that can reliably increase rigidity, prevent an increase in size, and does not impair the appearance or the like. To provide.
[0005]
[Means for Solving the Problems]
In order to achieve the above object, the present invention proposes the following means.
The invention according to claim 1 is a jacket structure formed by connecting a plurality of pile guide / main members by a connection member, and has a reinforcement having a space capable of guiding a pile inside the pile guide / main member. A part is provided.
[0006]
According to the jacket structure of the present invention, since the reinforcing portion is provided inside the pile guide / main member, even if an external force acts on the jacket structure during an earthquake or the like, the reinforcing portion allows the pile guide to be used. It is possible to reduce the concentration of stress on the connecting portion between the main member and the connecting member.
[0007]
According to a second aspect of the present invention, in the jacket structure according to the first aspect, the reinforcing portion is provided at a connecting portion with a connecting member connected to the pile guide main member.
[0008]
According to the jacket structure of the present invention, since the reinforcing portion is provided at the connecting portion, the strength of the connecting portion can be increased.
[0009]
According to a third aspect of the present invention, in the jacket structure according to the first or second aspect, the reinforcing portion is fixed between the reinforcing ribs radially fixed to an inner periphery of the pile guide main member and the reinforcing ribs. And a cylindrical body through which the pile is inserted.
[0010]
ADVANTAGE OF THE INVENTION According to the jacket structure which concerns on this invention, since a reinforcement part is formed with a reinforcement rib and a cylinder, and a pile guide combined use main member has a double structure, the intensity | strength of a pile guide combined use main member is reliably improved. be able to.
[0011]
The invention according to a fourth aspect is characterized in that, in the jacket structure according to any one of the first to third aspects, the reinforcing portion is provided with a guide portion for introducing a pile into the cylindrical body.
[0012]
ADVANTAGE OF THE INVENTION According to the jacket structure which concerns on this invention, at the time of insertion of a pile, since a pile can be guided in smoothly, driving of a pile can be performed favorably.
[0013]
According to a fifth aspect of the present invention, in the jacket structure according to any one of the first to fourth aspects, the reinforcing portions are arranged at predetermined intervals in a circumferential direction inside the pile guide / main member, and It is characterized by comprising a T-shaped member forming a discontinuous cylindrical body through which a pile is inserted.
[0014]
According to the jacket structure according to the present invention, the reinforcing portion is formed by the T-shaped member forming the discontinuous tubular body through which the pile is inserted, so that the reinforcing portion reduces the strength of the pile guide / main member. It can certainly be increased.
[0015]
The invention according to claim 6 is the jacket structure according to claim 5, wherein the T-shaped member is formed by cutting an H steel material.
[0016]
According to the jacket structure according to the present invention, a T-shaped member can be manufactured only by cutting the H steel, so that the T-shaped member is disposed on the pile guide / main member so that the pile can be inserted. The discontinuous cylindrical body to be formed can be easily formed.
[0017]
BEST MODE FOR CARRYING OUT THE INVENTION
Hereinafter, embodiments of the present invention will be described with reference to the drawings. FIGS. 1 to 3 are views showing a jacket structure according to an embodiment of the present invention and a point portion thereof. FIG. 1 is an overall view showing the jacket structure, and FIG. FIG. 3 is an enlarged sectional view corresponding to line AA of FIG. 2 showing an essential part.
The jacket structure 1 shown in FIG. 1 includes a plurality of pile guide / main members 2 which are also main members also serving as guides for the piles 5, and a connecting member 3 which connects the pile guide / main members 2 together. . The jacket structure 1 is manufactured at a dock or the like in a factory, and then transported by sea or the like by towing or the like, where it is set at an installation position of the submarine ground 4 while maintaining a balance by a crane (not shown). Thereafter, when a pile driver (not shown) drives the pile 5 into the submarine ground 4 by the pile guide / main member 2, the driven pile 5 and the jacket structure 1 are connected and integrated with each other. The foundation is formed.
[0018]
In this embodiment, as shown in FIGS. 2 and 3, a reinforcing portion 10 is provided inside the pile guide / main member 2. The reinforcing portion 10 is provided at a connection portion between the connecting member 3 and the pile guide / main member 2 inside the pile guide / main member 2, and can guide the pile when the pile 5 is inserted therein. It has a space P. That is, the pile guide / main member 2 includes a plurality of reinforcing ribs 12 provided on the inner periphery thereof, and the tubular body 11 fixed between the reinforcing ribs 12. As shown in FIG. 3, the reinforcing ribs 12 are radially fixed to the inner periphery of the pile guide / main member 2 at predetermined intervals along the inner periphery. The tubular body 11 is made of steel and has a space P large enough to allow the pile 5 to be inserted therein, and is fixed coaxially to the pile guide / main member 2 at each end of the reinforcing rib 12.
[0019]
The reinforcing ribs 12 and the cylindrical body 11 are first fixed to the inner periphery of the pile guide / main member 2 by welding or the like with respect to the pile guide / main member 2. After the body 11 is positioned, the cylinder 11 is fixed to the reinforcing rib 12 by, for example, laser welding from the inside of the cylinder 11, thereby being provided inside the pile guide / main member 2. The member 2 has a double structure.
[0020]
In the jacket structure 1, stress concentration may occur at a connection portion between the pile guide main member 2 and the connection member 3 when an external force is applied such as during an earthquake.
However, in this embodiment, as described above, the reinforcing portion 10 formed so that the pile 5 can be inserted into the pile guide / main member 2 is provided, so that the pile guide / Concentration of stress on the connecting portion between the member 2 and the connecting member 3 can be reduced, so that the reinforcing portion 10 can provide sufficient strength between the pile guide main member 2 and the connecting member 3.
[0021]
Further, when the reinforcing portion 10 is provided inside the pile guide / main member 2, no member is exposed outside the pile guide / main member 2, so that it is possible to prevent the jacket structure 1 from being enlarged. As much as possible, there is no risk of damaging the appearance. In addition, since it does not protrude outside, it does not hinder the anticorrosion treatment.
[0022]
Further, since the reinforcing member 10 has the cylindrical body 11 fixed to the inner periphery of the pile guide / main member 2 via the reinforcing ribs 12 arranged radially, the cylindrical body 11 itself has necessary and sufficient rigidity. In addition, the guide of the pile 5 can be satisfactorily performed by the space P in the cylindrical body 11, and there is no obstacle to the pile driving. And since the cylinder 11 is fixed to the reinforcing rib 12 by laser welding from the inside, it can be securely fixed even if it is an operation of providing a member inside the pile guide / main member 2, The production becomes easier as compared with locally increasing the thickness of the pile guide / main member.
[0023]
FIG. 4 shows a jacket structure according to a second embodiment of the present invention. This embodiment is different from the above embodiment in that a guide portion 14 for introducing a pile 5 to be cast into a cylindrical body 11 is provided in a reinforcing portion 10.
That is, the guide portion 14 extends upward from the upper end of the reinforcing rib 12 provided between the pile guide main member 2 and the cylindrical body 11 to form an extended portion 13. The taper shape is formed so as to gradually open the space between the reinforcing ribs 12 as the direction goes. In FIG. 4, the same parts as those in FIGS. 1 to 3 are denoted by the same reference numerals.
[0024]
As described above, when the guide portion 14 using the reinforcing rib 12 is provided on the reinforcing portion 10, the guide portion 14 introduces the pile 5 into the cylindrical body 11 when the pile 5 is driven, so that the pile 5 is By inserting the pile smoothly, it is possible to improve the driving of the pile. In addition, when the guide portion 14 is provided, the upper end portion of the reinforcing rib 12 extends above the cylindrical body 11, so that the reinforcing function can be further enhanced, and the rigidity of the reinforcing portion 10 increases.
[0025]
5 and 6 show a jacket structure according to a third embodiment of the present invention.
In this case, as shown in FIG. 6, the reinforcing portion 10 is formed of a T-shaped member 15 arranged at a predetermined interval along the circumferential direction inside the pile guide / main member 2. That is, the T-shaped member 15 is fixed radially inside the pile guide / main member 2 at predetermined intervals in the circumferential direction so that the pile 5 can be inserted as shown in FIG. A continuous tubular body 16 is formed. In this case, the T-shaped member 15 is formed in advance by cutting H steel in half, and is then fixed in the pile guide / main member 2 by welding.
[0026]
According to this embodiment, the guide portion 10 substantially similar to the embodiment shown in FIGS. 1 to 4 can be formed only by welding the T-shaped member 15 to the pile guide / main member 2. As compared with the embodiment shown in FIGS. 1 to 4, the number of manufacturing steps can be significantly reduced, and the jacket structure 1 having excellent rigidity can be manufactured more easily.
[0027]
In addition, the T-shaped member 15 can be formed only by cutting the H steel, and it is not necessary to manufacture the T-shaped member 15 with a rolling die, a drawing die, or the like, so that a large-scale die facility is required. It is not necessary, and the members can be easily procured, and the increase in the weight of the pile guide and main member 2 can be suppressed.
[0028]
In the above embodiment, the example in which the reinforcing portion 10 is provided on the pile guide / main member 2 for guiding the slant pile is shown, but the pile guide / main member 2 for guiding the straight pile is shown. Needless to say, the same is applied to
Further, the example in which the jacket structure 1 is installed on the seabed ground 4 has been described, but the present invention is not limited to this, and the jacket structure 1 can be installed on a waterbed ground such as a lake bottom.
[0029]
【The invention's effect】
As described above, according to the first aspect of the present invention, the concentration of stress at the connecting portion between the pile guide / main member and the connecting member is prevented by the reinforcing portion provided inside the pile guide / main member. Since the structure can be reduced, the rigidity of the jacket structure can be increased, the size of the jacket structure can be prevented from being increased, and the effect of not damaging the appearance can be obtained. Further, the effect that the problem in the anticorrosion treatment can be avoided can be obtained.
[0030]
According to the second aspect of the invention, since the reinforcing portion is provided at the connecting portion, the strength of the connecting portion can be increased, and an effect of sufficiently resisting external force such as an earthquake can be obtained.
[0031]
According to the third aspect of the present invention, since the reinforcing portion is formed by the reinforcing rib and the tubular body, and the pile guide / main member has a double structure, the strength of the pile guide / main member is reliably increased. The effect that can be obtained is obtained.
[0032]
According to the fourth aspect of the present invention, at the time of inserting the pile, the pile can be guided smoothly, and the effect of favorably driving the pile can be obtained.
[0033]
According to the invention according to claim 5, since the reinforcing portion is formed by the T-shaped member forming the discontinuous cylindrical body through which the pile is inserted, the strength of the pile guide / main member can be reliably increased. The effect is obtained.
[0034]
According to the invention according to claim 6, since a T-shaped member can be manufactured only by cutting the H steel, an effect of easily forming a cylindrical body through which the pile is inserted can be obtained.
[Brief description of the drawings]
FIG. 1 is an overall view showing a jacket structure according to an embodiment of the present invention.
FIG. 2 is an enlarged cross-sectional view illustrating a main part of a jacket structure point portion.
FIG. 3 is an enlarged sectional view corresponding to line AA of FIG. 2;
FIG. 4 is a view showing a jacket structure according to a second embodiment of the present invention, and is an enlarged view of a main part of a jacket structure point corresponding to FIG. 2;
FIG. 5 is an enlarged cross-sectional view of a jacket structure point portion showing a jacket structure according to a third embodiment of the present invention.
FIG. 6 is an enlarged sectional view corresponding to line AA of FIG. 5;
[Explanation of symbols]
DESCRIPTION OF SYMBOLS 1 Jacket structure 2 Pile guide combined main member 3 Connecting member 10 Reinforcement part 11 Cylindrical body 12 Reinforcement rib 14 Guide part 15 T-shaped member 16 Discontinuous cylindrical body P Space

Claims (6)

複数の杭ガイド兼用主部材を連結部材で連結して形成されたジャケット構造体において、
杭ガイド兼用主部材の内部に、杭の案内を可能とする空間を有する補強部を設けたことを特徴とするジャケット構造体。
In a jacket structure formed by connecting a plurality of pile guide and main members with a connecting member,
A jacket structure, wherein a reinforcing portion having a space for guiding a pile is provided inside a pile guide / main member.
請求項1記載のジャケット構造体において、
前記補強部は、前記杭ガイド兼用主部材に連結される連結部材との連結部に設けられていることを特徴とするジャケット構造体。
The jacket structure according to claim 1,
The said reinforcement part is provided in the connection part with the connection member connected with the said pile guide combined main member, The jacket structure characterized by the above-mentioned.
請求項1又は2記載のジャケット構造体において、
前記補強部は、前記杭ガイド兼用主部材の内周に放射状に固定された補強リブと、該補強リブ間に固定され、杭を挿通させる筒体とを備えることを特徴とするジャケット構造体。
The jacket structure according to claim 1 or 2,
A jacket structure, wherein the reinforcing portion includes a reinforcing rib radially fixed to an inner periphery of the pile guide / main member, and a tubular body fixed between the reinforcing ribs and through which the pile is inserted.
請求項1から3のいずれかに記載のジャケット構造体において、
前記補強部は、杭を前記筒体に導入させるガイド部を設けていることを特徴とするジャケット構造体。
The jacket structure according to any one of claims 1 to 3,
The said reinforcement part is provided with the guide part which introduce | transduces a pile into the said cylindrical body, The jacket structure characterized by the above-mentioned.
請求項1から4のいずれかに記載のジャケット構造体において、
前記補強部は、前記杭ガイド兼用主部材の内部に周方向に所定の間隔で配設され、かつ杭を挿通させる不連続筒状体を形成するT字状の部材からなることを特徴とするジャケット構造体。
The jacket structure according to any one of claims 1 to 4,
The reinforcing portion is a T-shaped member which is disposed at a predetermined interval in a circumferential direction inside the pile guide / main member and forms a discontinuous tubular body through which the pile is inserted. Jacket structure.
請求項5記載のジャケット構造体において、
前記T字状の部材は、H鋼材を切断して形成されることを特徴とするジャケット構造体。
The jacket structure according to claim 5,
The said T-shaped member is formed by cutting H steel material, The jacket structure characterized by the above-mentioned.
JP2002169745A 2002-06-11 2002-06-11 Jacket structure Expired - Fee Related JP3785119B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP2002169745A JP3785119B2 (en) 2002-06-11 2002-06-11 Jacket structure

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP2002169745A JP3785119B2 (en) 2002-06-11 2002-06-11 Jacket structure

Publications (2)

Publication Number Publication Date
JP2004011363A true JP2004011363A (en) 2004-01-15
JP3785119B2 JP3785119B2 (en) 2006-06-14

Family

ID=30436217

Family Applications (1)

Application Number Title Priority Date Filing Date
JP2002169745A Expired - Fee Related JP3785119B2 (en) 2002-06-11 2002-06-11 Jacket structure

Country Status (1)

Country Link
JP (1) JP3785119B2 (en)

Cited By (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2008075245A (en) * 2006-09-19 2008-04-03 Japan Bridge Engineering Center Construction method for pedestal concrete
CN102587341A (en) * 2012-02-07 2012-07-18 中交二航局第三工程有限公司 Construction platform for pile foundations on coastal seabed agglomerate geological structure
KR20140010487A (en) * 2012-07-12 2014-01-27 재단법인 포항산업과학연구원 Supporting structure for marine structure and construction method thereof
CN107165148A (en) * 2017-06-09 2017-09-15 中国建筑第六工程局有限公司 A kind of affiliated facility processing method of Large-diameter Steel cylinder slice structure
CN107675720A (en) * 2017-09-26 2018-02-09 中国科学院国家天文台 One kind measurement foundation pier
CN109653160A (en) * 2019-01-29 2019-04-19 天津大学 A kind of compartment suction type steel cylinder island wall construction in fast rapid-result island technology
KR20210067466A (en) * 2019-11-29 2021-06-08 주식회사케이베츠 Stressed clamped type connection for circular cross section members and its installation sequence
CN116291234A (en) * 2023-05-22 2023-06-23 靖江特殊钢有限公司 Corrosion-resistant oil casing and preparation method thereof

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN102182203B (en) * 2010-08-19 2015-11-25 江苏道达海上风电工程科技有限公司 A kind of steel row's formula anemometer tower foundation and anemometer tower structure

Cited By (12)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2008075245A (en) * 2006-09-19 2008-04-03 Japan Bridge Engineering Center Construction method for pedestal concrete
JP4699320B2 (en) * 2006-09-19 2011-06-08 財団法人 海洋架橋・橋梁調査会 Construction method of pedestal concrete
CN102587341A (en) * 2012-02-07 2012-07-18 中交二航局第三工程有限公司 Construction platform for pile foundations on coastal seabed agglomerate geological structure
KR20140010487A (en) * 2012-07-12 2014-01-27 재단법인 포항산업과학연구원 Supporting structure for marine structure and construction method thereof
CN107165148A (en) * 2017-06-09 2017-09-15 中国建筑第六工程局有限公司 A kind of affiliated facility processing method of Large-diameter Steel cylinder slice structure
CN107165148B (en) * 2017-06-09 2019-02-15 中国建筑第六工程局有限公司 A kind of affiliated facility processing method of Large-diameter Steel cylinder slice structure
CN107675720A (en) * 2017-09-26 2018-02-09 中国科学院国家天文台 One kind measurement foundation pier
CN109653160A (en) * 2019-01-29 2019-04-19 天津大学 A kind of compartment suction type steel cylinder island wall construction in fast rapid-result island technology
KR20210067466A (en) * 2019-11-29 2021-06-08 주식회사케이베츠 Stressed clamped type connection for circular cross section members and its installation sequence
KR102334190B1 (en) * 2019-11-29 2021-12-03 주식회사케이베츠 Stressed clamped type connection for circular cross section members and its installation sequence
CN116291234A (en) * 2023-05-22 2023-06-23 靖江特殊钢有限公司 Corrosion-resistant oil casing and preparation method thereof
CN116291234B (en) * 2023-05-22 2023-08-04 靖江特殊钢有限公司 Corrosion-resistant oil casing and preparation method thereof

Also Published As

Publication number Publication date
JP3785119B2 (en) 2006-06-14

Similar Documents

Publication Publication Date Title
JP2004011363A (en) Jacket structure
JP5036007B2 (en) SC pile, its manufacturing method and pile head processing method
JP4734151B2 (en) Pile head joint structure and construction method
JP2006104886A (en) Joining structure of pile head part and its construction method
JP2004332202A (en) Method for constructing shaft by using liner plate
JP5391941B2 (en) Steel pipe concrete composite pile and joint structure of the steel pipe concrete composite pile
JP2006083609A (en) Joint structure of pile head section and its construction method
JP4820642B2 (en) Buoyancy countermeasures for dismantling existing structures
JP2004116079A (en) Cylinder structure, its construction method, and cylindrical skeleton
JP3775959B2 (en) Pile and pile connection structure
JP2004011130A (en) Jacket structure and its construction method
CN219080292U (en) Reinforcement cage for long cast-in-place piles
JP2005232694A (en) Composite pile foundation and its constructing method as well as rotational press-in steel pipe pile
JP2005082995A (en) Pile head connection structure
JP2009024430A (en) Concrete filled steel pipe pile head structure
JP3834126B2 (en) A sinking body having a protrusion on the outer peripheral surface and a split ring constituting the sinking body
JP2002180460A (en) Concrete filled steel pipe pile head structure and method of manufacturing concrete filled steel pipe pile head structure
JP2003020657A (en) Structure of connection part between pile and pile head structural body
JP4748496B2 (en) Joint structure of steel pipe pile and concrete foundation
JP2004250984A (en) Cast-in-place steel pipe reinforced concrete pile
JP4722540B2 (en) Pile foundation structure
JP5005604B2 (en) Tunnel structure
JP2018084060A (en) Wall body constituting member, wall body, and construction method for wall body
JP2001073359A (en) Support pile for structure
JP2005325558A (en) Pile head structure of foundation pile

Legal Events

Date Code Title Description
A621 Written request for application examination

Free format text: JAPANESE INTERMEDIATE CODE: A621

Effective date: 20040528

A131 Notification of reasons for refusal

Effective date: 20051025

Free format text: JAPANESE INTERMEDIATE CODE: A131

A521 Written amendment

Free format text: JAPANESE INTERMEDIATE CODE: A523

Effective date: 20051226

TRDD Decision of grant or rejection written
A01 Written decision to grant a patent or to grant a registration (utility model)

Free format text: JAPANESE INTERMEDIATE CODE: A01

Effective date: 20060221

A61 First payment of annual fees (during grant procedure)

Free format text: JAPANESE INTERMEDIATE CODE: A61

Effective date: 20060316

LAPS Cancellation because of no payment of annual fees