JPS5935644Y2 - caisson joint - Google Patents

caisson joint

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Publication number
JPS5935644Y2
JPS5935644Y2 JP8309479U JP8309479U JPS5935644Y2 JP S5935644 Y2 JPS5935644 Y2 JP S5935644Y2 JP 8309479 U JP8309479 U JP 8309479U JP 8309479 U JP8309479 U JP 8309479U JP S5935644 Y2 JPS5935644 Y2 JP S5935644Y2
Authority
JP
Japan
Prior art keywords
caisson
caissons
flexible member
joint
bolt
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.)
Expired
Application number
JP8309479U
Other languages
Japanese (ja)
Other versions
JPS56749U (en
Inventor
教「あき」 中島
Original Assignee
西武ポリマ化成株式会社
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 西武ポリマ化成株式会社 filed Critical 西武ポリマ化成株式会社
Priority to JP8309479U priority Critical patent/JPS5935644Y2/en
Publication of JPS56749U publication Critical patent/JPS56749U/ja
Application granted granted Critical
Publication of JPS5935644Y2 publication Critical patent/JPS5935644Y2/en
Expired legal-status Critical Current

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Description

【考案の詳細な説明】 本考案は、海、湖、河(以下単に海などという)の埋立
に用いられるケーソン間の継手に関する。
[Detailed Description of the Invention] The present invention relates to a joint between caissons used for reclaiming seas, lakes, and rivers (hereinafter simply referred to as the sea).

海などの埋立においては、海などに多数のケーソンを側
面を合せて直列状に立設し、該ケーソン列によって海側
と陸に続く埋立側とを遮断上、土砂を運び入れ、埋立側
の海水を排水することにより陸地造成が行なわれる。
In the case of land reclamation in areas such as the sea, a large number of caissons are erected in series with their sides aligned in the sea, and the rows of caissons block off the sea side and the reclaimed side that leads to the land, and carry in soil and fill the reclaimed side. Land creation is done by draining seawater.

この場合、ケーソンとケーソン間には埋立土砂の漏洩を
阻止するためのケーソン継手が設けられるが、このケー
ソン継手は、水密機能が十分なものでなければならない
ことは勿論、海中作業で容易にケーソンに取付けられる
ものであること、接続されるケーソンが所定の位置から
ずれて立設されてもその位置の誤差を容易に吸収できる
ものであること、またケーソンが立設された後ケーソン
間に相対変位が生じてもその変位に十分に追従できるも
のであること、水圧に十分耐えるものであること、など
の条件が全て満足されるものでなければならない。
In this case, a caisson joint is installed between the caissons to prevent the leakage of reclaimed soil, but this caisson joint must not only have a sufficient watertight function, but also easily connect the caisson during underwater work. It must be able to easily absorb the positional error even if the caisson to be connected is erected out of the specified position, and the relative position between the caisson after the caisson is erected must be All conditions must be satisfied, such as being able to sufficiently follow displacement even if it occurs, and being able to withstand water pressure sufficiently.

この種のケーソン継手としては、従来、第1図に示す防
砂板を利用するものと、第2図に示すゴムチューブを利
用するものが、一般的に用いられていた。
Conventionally, as this type of caisson joint, one using a sand prevention plate as shown in FIG. 1, and one using a rubber tube as shown in FIG. 2 have been generally used.

すなわち、第1図のケーソン継手にあっては、接続すべ
きケーソン1,1を若干離して立設し、その間に、海中
作業において、塩化ビニル製の平板状防砂板2を沿設し
、これを押え板3で押えてドライピット4で打付けてケ
ーソン1,1に固定し、更にグリ石などからなる裏込を
注入形成して、継手を完成していた。
That is, in the case of the caisson joint shown in Fig. 1, the caissons 1 and 1 to be connected are set up slightly apart from each other, and a flat sand control board 2 made of vinyl chloride is installed between them during underwater work. was fixed to the caissons 1 and 1 by pressing it with a holding plate 3 and hammering it with a dry pit 4, and then injecting and forming a backing made of griseite or the like to complete the joint.

しかし、形状が平板のため、伸縮性が悪くケーソン間に
変位が生じると損傷するおそれがあること、また、海中
作業でドライピット打ち作業を行なうため防砂板2のケ
ーソン1゜1への固定が強固ではなく、しかも困難を極
めること、防砂板2が塩化ビニル製のため機械的強度が
ゴムに比べべて%〜%と低くしかも可塑材の抽出があっ
て次第に硬化しとくに5℃以下の冷寒時に脆くなるとい
う問題があった。
However, since the shape is a flat plate, it has poor elasticity and may be damaged if displacement occurs between the caissons.Also, it is difficult to fix the sand control plate 2 to the caisson 1. It is not strong, and it is extremely difficult to do so.Since the sand control board 2 is made of vinyl chloride, its mechanical strength is low at % to % compared to rubber, and it gradually hardens due to the extraction of plasticizers, especially when cooled to below 5°C. There was a problem that it became brittle in cold weather.

また、第2図のケーソン継手にあっては、接続すべきケ
ーソン5,5の突合せ側面の何れか一方に、ケーソン躯
体中央部に凹部6を形成し、該凹部6にゴムチューブ7
を平偏にして挿入し、挿入後ゴムチューブ7の中に砂、
セメント8などを圧入してゴムチューブ7を丸くふくら
ませ、ケーソン5,5に圧着させて継手を完成していた
In addition, in the caisson joint shown in FIG. 2, a recess 6 is formed in the center of the caisson body on one of the abutting side surfaces of the caisson 5 to be connected, and a rubber tube 7 is formed in the recess 6.
Flatten it and insert it, and after inserting, fill the rubber tube 7 with sand,
The rubber tube 7 was inflated into a round shape by press-fitting cement 8, etc., and the joint was completed by crimping the rubber tube 7 to the caissons 5, 5.

しかし、この槽底を有するケーソン継手にお・いては、
ゴムチューブ7に広がる限界があるので、ケーソン5,
5据付時の目地幅および据付後の変位に対して隙間を生
じやすく、その土砂流出防止機能が損なわれるという重
大な問題があった。
However, for caisson joints with this tank bottom,
Since there is a limit to the spread of the rubber tube 7, the caisson 5,
5. There was a serious problem in that gaps were likely to be formed due to the joint width at the time of installation and the displacement after installation, impairing the earth and sand outflow prevention function.

本考案は、これらの従来のケーソン継手に存在していた
問題を悉く解消し、しかも前述のケーソン継手に必要と
される条件の全てを満足するケーソン継手を提供するこ
とを目的とする。
It is an object of the present invention to provide a caisson joint that eliminates all of the problems that existed in conventional caisson joints and also satisfies all of the conditions required for the above-mentioned caisson joints.

以下に、本考案のケーソン継手の一実施例を図に従って
説明する。
An embodiment of the caisson joint of the present invention will be described below with reference to the drawings.

第3図及び第4図は、本考案のケーソン継手を適用した
ケーソン群を示してお゛す、第5図はケーソン継手の断
面状態を示している。
3 and 4 show a caisson group to which the caisson joint of the present invention is applied, and FIG. 5 shows a cross-sectional state of the caisson joint.

図中10は、側面を当接させて直列状に多数並べて立設
されたコンクリ−I・製ケーソンである。
In the figure, reference numeral 10 denotes a large number of concrete caissons arranged in series with their sides abutting each other.

ケーソン10群は埋立てるべき海などに据付けられ、海
側と埋立側とを遮断している。
A group of 10 caissons are installed in areas such as the sea where reclaimed land is to be reclaimed, cutting off the sea side and the reclaimed side.

ケーソン10は通常コンクリート製のものからなるが、
鋼製ケーソン、または鋼製とコンクリート製の複合ケー
ソンであってもよい。
Caisson 10 is usually made of concrete,
It may be a steel caisson or a composite steel and concrete caisson.

各ケーソン10の埋立側の角部には、該角部を段状に切
欠いて形成した、立設されたケーソン10群・の高さ方
向に延びる、段部11が形成されている。
At the corner of each caisson 10 on the reclaimed side, a step 11 is formed by cutting out the corner into a step shape and extending in the height direction of the group of caissons 10 erected.

この段部11は、各ケーソン10をその段部11を互に
対応させて直列状に並べたときに、ケーソン10群の埋
立側表面にかつケーソン10の当接部に、ケーソン10
群の高さ方向に延びる凹部12を形成する。
When the caissons 10 are arranged in series with the step portions 11 corresponding to each other, the caisson 10 is formed on the reclaimed side surface of the caisson 10 group and on the abutting portion of the caisson 10.
A recess 12 is formed extending in the height direction of the group.

この実施例においてはこの凹部12の底面は、各ケーソ
ン10の側面が密着して当接されているので閉じた面か
ら形成されている。
In this embodiment, the bottom surface of the recess 12 is formed as a closed surface because the side surfaces of each caisson 10 are closely abutted.

尚、各ケーソン10の側面はケーソン1oの設置状態、
設置後の変位によって、一部が接触するか、全く接触し
ないで開放した状態となることもあり、凹部12の底面
が開いた面から形成されてもよい。
In addition, the side of each caisson 10 shows the installed state of the caisson 1o,
Depending on the displacement after installation, a portion may come into contact with each other or may be in an open state without contacting at all, and the bottom surface of the recess 12 may be formed from an open surface.

一方、ケーソン10の躯体には、予じめ、固定手段13
として埋込栓がケーソン10の埋立側の表面に開口して
埋設固定されている。
On the other hand, the frame of the caisson 10 is provided with a fixing means 13 in advance.
An embedded plug is opened and embedded in the surface of the caisson 10 on the landfill side.

埋込栓13には、両ネジボルト14が一端のネジ部14
aをケーソン10から突出させて螺着しである。
The embedded plug 13 has a screw bolt 14 on both sides and a threaded portion 14 on one end.
A protrudes from the caisson 10 and is screwed on.

埋込栓13は前記段部11から適宜間隔離れた位置にケ
ーソン10群の高さ方向に一列に複数本等ピツチで取付
けられる。
A plurality of embedded plugs 13 are installed in a line in a row in the height direction of the caissons 10 at positions spaced apart from the stepped portion 11 by an appropriate distance.

この埋込栓13は、予じめ、工場などで、型枠にボルト
止めすることにより、ケーソン10の製造時に確実かつ
容易に一体固定することができ、取付位置も精度が十分
である。
By bolting the embedded plug 13 to the formwork in advance at a factory or the like, it can be securely and easily integrally fixed during the manufacture of the caisson 10, and the mounting position can be secured with sufficient accuracy.

ケーソン10群のケーソン当接部には、接続される隣接
ケーソン10.10に渡ってゴム、合成樹脂などの弾性
素材からなる可撓部材18が跨設されている。
A flexible member 18 made of an elastic material such as rubber or synthetic resin is provided at the caisson abutting portion of the caisson 10 group, spanning the adjacent caissons 10, 10 to be connected.

可撓部材15は、中央の伸縮部15aと、その両側に接
続された固定部15b、15bとからなっている。
The flexible member 15 is composed of a central telescopic portion 15a and fixed portions 15b connected to both sides thereof.

伸縮部15aは大きな変位に追従できるように緩ませた
断面形状を有するように形成されており、たとえばU字
状、波状などの断面形状に形成されている。
The extensible portion 15a is formed to have a relaxed cross-sectional shape so as to be able to follow a large displacement, and is formed to have a U-shaped or wavy cross-sectional shape, for example.

固定部15bは本質的には平板状に形成されてお・す、
固定部15bの端部近傍には抜止め用の厚内部15cが
形成されている。
The fixing portion 15b is essentially formed into a flat plate shape.
A thick inner portion 15c for preventing removal is formed near the end of the fixed portion 15b.

伸縮部15aの厚さはケーソン10.10間の大きな据
付誤差または据付後の相対変位を吸収することができる
ように、固定部15bの厚さに比べて小に、形成される
ことが望ましく、たとえば固定部15bの厚さを6mm
とすると伸縮部15aは5mm厚程度に形成することが
望ましい。
The thickness of the expandable part 15a is desirably formed to be smaller than the thickness of the fixed part 15b so as to be able to absorb large installation errors or relative displacements after installation between the caissons 10 and 10. For example, the thickness of the fixed part 15b is set to 6 mm.
In this case, it is desirable that the elastic portion 15a be formed to have a thickness of approximately 5 mm.

上記の構成を有する可撓部材15は形状が極めて単純で
あり、押出で加工できる範囲にあり、通常押出加工によ
り形成される。
The flexible member 15 having the above configuration has an extremely simple shape and can be processed by extrusion, and is usually formed by extrusion.

なお可撓部材15は内部に補強布などからなる補強材(
図示略)を埋設してお・くと、強度を高める上で望まし
い。
The flexible member 15 has a reinforcing material (such as reinforcing cloth) inside.
It is desirable to bury a hole (not shown) in order to increase the strength.

可撓部材15は、その伸縮部15aをケーソン10゜1
0当接部の凹部12内に位置せしめ、かつ固定部15b
をケーソン10.10の埋立側表面に沿わせた状態でケ
ーソンの高さ方向全長にわたってケーソン10゜10間
に跨設される。
The flexible member 15 has its telescopic portion 15a connected to the caisson 10°1.
0 is located in the recess 12 of the contact portion, and the fixed portion 15b
The caissons 10 and 10 are placed along the reclaimed side surface of the caissons 10 and 10 over the entire length of the caissons in the height direction.

固定部15bのケーソン10への固定は、固定部15b
に穿設されたボルト孔に埋込栓13に予じめ螺着した両
ネジボルト14の一端のネジ部14aを挿通し、更に押
え板16のボルト孔にネジ部14aを挿通して固定部1
5bを押え板16で押え、ネジ部14aにナツト17を
螺合することにより行われている。
The fixing part 15b is fixed to the caisson 10 by fixing the fixing part 15b to the caisson 10.
The threaded part 14a at one end of the double-threaded bolt 14 previously screwed onto the embedded plug 13 is inserted into the bolt hole drilled in the fixing part 1.
5b is held down by a holding plate 16, and a nut 17 is screwed into the threaded portion 14a.

この実施例においては、埋込栓13に両ネジボルト14
を螺着したものを示したが、これは可撓部材15の固定
をする場合、外部より固定部15bに設けたボルト挿進
孔を挿通してボルトを埋込栓に螺合するのは困難であり
、ケーソン10より突出して設けた両ネジボルト14の
ネジ部14aを可撓部材15及び押え板16のボルト孔
に挿通してナツト17で締付は固定する方が作業が簡便
であるからである。
In this embodiment, a double-threaded bolt 14 is attached to the embedded plug 13.
When fixing the flexible member 15, it is difficult to insert the bolt from the outside through the bolt insertion hole provided in the fixing part 15b and screw the bolt into the embedded plug. This is because it is easier to work by inserting the threaded portions 14a of both threaded bolts 14 provided protruding from the caisson 10 into the bolt holes of the flexible member 15 and the holding plate 16 and tightening them with the nuts 17. be.

従って埋込栓13と一般的なボルト頭を有するボルトを
用いた固定でもよいことは勿論である。
Therefore, it is of course possible to fix the embedded plug 13 using a bolt having a general bolt head.

(図示略) またこの実施例のものに限定されるものではなく、固定
手段13としてケーソン10にアンカーボルトを設けて
おき、これに押え板ナツトを使用することにより、可撓
部材15の固定部15bを固定しても良い。
(Not shown) In addition, the fixing means 13 is not limited to the one in this embodiment, but by providing an anchor bolt on the caisson 10 as the fixing means 13 and using a retaining plate nut thereon, the fixing portion of the flexible member 15 can be fixed. 15b may be fixed.

(図示時)この固定は、従来の防砂板取付のように取付
時にドライピットを打ちながら固定する必要がなく、単
に押え板16で押えてナツト17を締付けるだけで済む
から海中においても容易に達成される。
(When shown) This fixing is easy to achieve even under the sea because there is no need to hit a dry pit during installation as in the case of conventional sand prevention plate installation, and it is sufficient to simply hold it down with the holding plate 16 and tighten the nut 17. be done.

ドライピットは固定力が弱く、また、施工時にケーソン
10中の配筋に当り、脱落したり、施工後、外力により
はずれる等の問題があり、固定の安全性が不完全である
などの問題があるが、上記本考案の固定であればそのよ
うなことはなく強固にかつ確実に固定を行うことができ
る。
Dry pits have weak fixing force, and there are also problems such as them hitting the reinforcement in the caisson 10 during construction and falling off, or coming off due to external force after construction, and problems such as incomplete fixation safety. However, with the fixing according to the present invention, this does not occur and the fixing can be performed firmly and reliably.

この場合、接続すべきケーソン10.10の一方に予じ
め可撓部材15の一端を固定しておけば、海中作業での
可撓部材15の固定は他端のみで済むので、固定作業は
更に容易なものとなる。
In this case, if one end of the flexible member 15 is fixed in advance to one side of the caisson 10.10 to be connected, the flexible member 15 only needs to be fixed at the other end during underwater work. It becomes even easier.

可撓部材15がケーソン10へ固定された状態で、ケー
ソン10群の埋立側にはグリ石などの裏込18が注入形
成される。
With the flexible member 15 fixed to the caisson 10, a backfill 18 of granite or the like is injected and formed on the reclaimed side of the caisson 10 group.

この裏込18は、可撓部材15の支持、変形阻止、保護
の機能を有しており、裏込18の形成によりケーソン1
0群及びケーソン継手の形成が完了する。
This backing 18 has the function of supporting, preventing deformation, and protecting the flexible member 15, and by forming the backing 18, the caisson 1
Formation of the 0 group and caisson joints is completed.

上記の構成を有するケーソン継手は次のように作用する
The caisson joint having the above configuration operates as follows.

まず土砂流出防止上の作用についでは、可撓部材15の
固定部15bが埋込栓13及び両ネジボルト14と押え
板16ナツト17によりケーソン10に圧着されている
から、接続される両ケーソン10.10間の水密は十分
に保たれており、土砂の流出を十分に防止できる。
First, regarding the effect of preventing earth and sand from flowing out, since the fixed part 15b of the flexible member 15 is crimped to the caisson 10 by the embedded plug 13, both threaded bolts 14, and the retaining plate 16 and nuts 17, both the caissons 10 and 10 to be connected. The watertightness between 10 and 10 minutes is maintained sufficiently, and the outflow of earth and sand can be sufficiently prevented.

この場合可撓部材15は水圧を受けて埋立側に膨出変形
しようとするときもあるが、埋立側には裏込18が形成
されているので可撓部材15の変形は阻止され、水圧も
支持される。
In this case, the flexible member 15 may try to bulge and deform toward the landfill side due to water pressure, but since the backfill 18 is formed on the landfill side, the deformation of the flexible member 15 is prevented, and the water pressure is also suppressed. Supported.

変位吸収能力については、可撓部材15の中央の伸縮部
15aが容易に大きく変形できる形状に形成されている
ので、ケーソン10据付時にケーソン10゜10間に位
置ずれの誤差があってもこれに合せて容易に可撓部材1
5を沿設固定させ得るし、また、ケーソン10立設後、
水圧、土圧、地盤変位などによって隣接ケーソン10.
10間に相対変位が生じてもその変位に追従して無理な
く変形し、容易にその対象変位を吸収し、土砂流出防止
の機能を十分維持できる。
Regarding the displacement absorption capacity, since the central extensible part 15a of the flexible member 15 is formed in a shape that can be easily deformed to a large extent, even if there is an error in positioning between the caissons 10 and 10 when the caisson 10 is installed, this will not be affected. Flexible member 1
5 can be installed along and fixed, and after the caisson 10 is erected,
Adjacent caisson 10 due to water pressure, earth pressure, ground displacement, etc.
Even if a relative displacement occurs between 10 and 10 minutes, it will follow the displacement and deform without difficulty, easily absorbing the target displacement, and sufficiently maintain the function of preventing earth and sand outflow.

ケーソン10.10の当接部位に形成された凹部12は
可撓部材15の伸縮部15aを収納して容易に変形でき
る空間をケーソン10.10側面が完全に密着して当接
しても、段部11.11により凹部12が残り、可撓部
材15の伸縮部15aが凹部12中に収納されているた
め、ケーソン10.10間に可撓部材15が喰込み、可
撓部材15が過剰に圧縮されて破損したりすることがな
く、またケーソン10.10が離れて据付けられても、
伸縮部15aを変形させることにより容易に可撓部材1
5をケーソン10.10に取付けることができる。
The recess 12 formed at the abutment area of the caisson 10.10 accommodates the extensible part 15a of the flexible member 15 and provides a space that can be easily deformed. Since the recess 12 is left by the portion 11.11 and the telescopic portion 15a of the flexible member 15 is accommodated in the recess 12, the flexible member 15 is bitten between the caisson 10.10 and the flexible member 15 is excessively It will not be compressed and damaged, and even if the caisson 10.10 is installed at a distance,
By deforming the extensible portion 15a, the flexible member 1 can be easily
5 can be attached to the caisson 10.10.

ケーソン継手の組立上の作用については、構成の説明に
おいて述べた容易性を有してお・す、海中において容易
に、かつ確実、安全に可撓部材14をケーソン10.1
0に固定し得る。
Regarding the assembly operation of the caisson joint, the flexible member 14 can be easily, reliably, and safely attached to the caisson 10.1 in the sea.
It can be fixed to 0.

この上うな構成、作用を有するケーソン継手をケーソン
10群に適用した後、埋立側に浚渫等により埋立が遂行
され、陸地造成が行なわれる。
After applying the caisson joint having the above structure and function to the 10 groups of caissons, land reclamation is carried out by dredging or the like on the land reclamation side.

本考案のケーソン継手によるときは、予じめ埋込栓また
はアンカーボルト等の固定手段を取付けるとともに角部
に段部を形成したケーソン継手を、当接部に凹部が形成
されるように段部を対応させて多数直列状に立設し、隣
接ケーソン間に、中央に伸縮部をその両側に固定部を有
する可撓部材を、伸縮部を凹部に位置せしめ、かつ固定
部を埋込栓又はアンカーボルト等の固定手段により固定
して、跨設したので、従来のようにドライピット打ち作
業を要することなく水中で極めて容易にかつ確実にかつ
堅固にケーソン継手を組立てることができる他、ケーソ
ン据付時における設置誤差を容易に吸収して、簡便に可
撓部材をケーソンに取付けることができ、またケーソン
間のケーソン据付後における相対変位を非常に広範囲に
わたって吸収することができ信頼性の高いケーソン継手
を提供することができる。
When using the caisson joint of the present invention, fixing means such as an embedded plug or anchor bolt is attached in advance, and the caisson joint is formed with a step at the corner. A large number of flexible members are arranged in series in correspondence with each other, and between adjacent caissons, a flexible member having an extendable part in the center and fixed parts on both sides is placed, the extendable part is located in the recessed part, and the fixed part is set as an embedded plug or a flexible member. Since the caisson joints are fixed and straddled using fixing means such as anchor bolts, it is possible to assemble the caisson joints extremely easily, reliably, and firmly underwater without the need for dry pit driving as in the past. It is a highly reliable caisson joint that can easily absorb installation errors during installation and easily attach flexible members to caissons, and can absorb relative displacement between caisson over a very wide range after installation. can be provided.

また伸縮部が凹部内に位置せしめであるため、伸縮部の
変形の自在性が確保され前記変位吸収能力の増大を図る
ことができる他、ケーソン当接部間への可撓部材の喰込
みに伴う過剰圧縮による可撓部材の損傷も阻止すること
ができる。
In addition, since the extendable part is located within the recess, the flexibility of deformation of the extendable part is ensured and the displacement absorption capacity can be increased. Damage to the flexible member due to associated excessive compression can also be prevented.

【図面の簡単な説明】[Brief explanation of the drawing]

第1図は、従来の防砂板を用いたケーソン継手の平面図
、第2図は、従来のゴムチューブを用いたケーソン継手
の平面図、第3図は、本考案に係るケーソン群の全体平
面図、第4図は、本考案に係るケーソン群の立面図、第
5図は、本考案のケーソン継手の一実施例の断面図、で
ある。 図中の記号は次のものを示す。 10・・・・・・ケーソン、11・・・・・・段部、1
2・・・・・・凹部、13・・・・・・固定手段、14
・・・・・・両ネジボルト、14a・・・・・・ネジ部
、15・・・・・・可撓部材、15a・・・・・・伸縮
部、・・・固定部、18・・・・・・裏込。 15b・・・
Fig. 1 is a plan view of a caisson joint using a conventional sand-proof board, Fig. 2 is a plan view of a caisson joint using a conventional rubber tube, and Fig. 3 is an overall plan view of a caisson group according to the present invention. 4 is an elevational view of a caisson group according to the present invention, and FIG. 5 is a sectional view of an embodiment of the caisson joint of the present invention. The symbols in the figure indicate the following. 10... Caisson, 11... Stepped section, 1
2... Recessed portion, 13... Fixing means, 14
...Both threaded bolt, 14a... Threaded part, 15... Flexible member, 15a... Telescopic part, ... Fixed part, 18... ... Back-packing. 15b...

Claims (1)

【実用新案登録請求の範囲】[Scope of utility model registration request] 互に側面を対応させて設立されたケーソンの当接部には
、ケーソンの角部を段状に切欠いて形成したケーソンの
高さ方向に延びる凹部を備え、ケーソン躯体には、一体
に埋設固定された埋込栓又は、アンカーボルトよりなる
固定手段を備え、ケーソン間には、中央に断面がU字状
などの伸縮部を有しその両側にはパ平板状の同定部を有
するゴム、合成樹脂からなる可撓部材を、前記伸縮部を
前記凹部内に位置せしめ、かつ前記固定部をケーソン表
面に沿わせ前記固定手段に、ボルト又はナツト等の締結
手段を螺着することにより固定せしめて、跨設したこと
を特徴とするケーソン継手。
The abutting parts of the caissons, whose sides correspond to each other, are provided with recesses that extend in the height direction of the caisson and are formed by cutting out the corners of the caisson in a step-like manner. It is equipped with a fixing means consisting of an embedded plug or an anchor bolt, and between the caissons is a rubber or synthetic material having an elastic part with a U-shaped cross section in the center and flat plate-shaped identification parts on both sides. A flexible member made of resin is fixed by locating the extensible part in the recess, aligning the fixing part along the caisson surface, and screwing a fastening means such as a bolt or nut onto the fixing means. , a caisson joint characterized by being straddled.
JP8309479U 1979-06-18 1979-06-18 caisson joint Expired JPS5935644Y2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP8309479U JPS5935644Y2 (en) 1979-06-18 1979-06-18 caisson joint

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP8309479U JPS5935644Y2 (en) 1979-06-18 1979-06-18 caisson joint

Publications (2)

Publication Number Publication Date
JPS56749U JPS56749U (en) 1981-01-07
JPS5935644Y2 true JPS5935644Y2 (en) 1984-10-02

Family

ID=29316304

Family Applications (1)

Application Number Title Priority Date Filing Date
JP8309479U Expired JPS5935644Y2 (en) 1979-06-18 1979-06-18 caisson joint

Country Status (1)

Country Link
JP (1) JPS5935644Y2 (en)

Families Citing this family (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5938558U (en) * 1982-09-06 1984-03-12 住友ゴム工業株式会社 Seal structure for caisson
JP2711539B2 (en) * 1987-12-21 1998-02-10 株式会社ブリヂストン Caisson jointing material
JPH04108044A (en) * 1990-08-28 1992-04-09 Matsushita Electric Works Ltd Insulating trolley wire connecting device

Also Published As

Publication number Publication date
JPS56749U (en) 1981-01-07

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