JPS62233338A - Method for laying of slip inhibitor for caisson - Google Patents

Method for laying of slip inhibitor for caisson

Info

Publication number
JPS62233338A
JPS62233338A JP7758086A JP7758086A JPS62233338A JP S62233338 A JPS62233338 A JP S62233338A JP 7758086 A JP7758086 A JP 7758086A JP 7758086 A JP7758086 A JP 7758086A JP S62233338 A JPS62233338 A JP S62233338A
Authority
JP
Japan
Prior art keywords
caisson
slip material
slip
inhibitor
crane
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
JP7758086A
Other languages
Japanese (ja)
Inventor
Yoshimasa Kawakita
川北 義正
Hiroyuki Ochi
洋之 越智
Takatsu Wagi
多克 和木
Masami Origasa
正美 折笠
Yukio Sanbe
三瓶 幸雄
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.)
KANTO RIYOUJIYUU KOSAN KK
Mitsubishi Heavy Industries Ltd
Original Assignee
KANTO RIYOUJIYUU KOSAN KK
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 KANTO RIYOUJIYUU KOSAN KK, Mitsubishi Heavy Industries Ltd filed Critical KANTO RIYOUJIYUU KOSAN KK
Priority to JP7758086A priority Critical patent/JPS62233338A/en
Publication of JPS62233338A publication Critical patent/JPS62233338A/en
Pending legal-status Critical Current

Links

Abstract

PURPOSE:To reduce the cost of construction work as well as shorten the period of construction by a method in which a slip inhibitor is hung down into sea by a crane, a floating caisson is introduced onto the slip inhibitor, and the slip inhibitor is fixed to the bottom of the caisson being floated. CONSTITUTION:A slip inhibitor 2 mounted on a base ship 1 is hung down by an offshore crane 3 into sea, and a caisson 4 is introduced onto the inhibitor 2. A float 7 on the tip of a reinforcing core wire 5 is pulled up and fixed to a fixing metal 8 on the top of the caisson 4. Also, the other core wire 5 is altogether hung down by the crane 3 through a beam 6, the slip inhibitor 2 is tensed and set to the bottom of the caisson 4, and the wire 5 is fixed to the metal 8. The caisson 4 having the inhibitor 2 set to its bottom is filled with ballast and landed on the seabed foundation.

Description

【発明の詳細な説明】 〔産業上の利用分野〕 本発明は防波堤、護岸堤等において堤体基礎上へ沈設さ
れるケーソンへ滑動防止材を布設する方法に関する。
DETAILED DESCRIPTION OF THE INVENTION [Field of Industrial Application] The present invention relates to a method for laying anti-slip material on a caisson that is sunk onto the foundation of a breakwater, seawall, etc.

〔従来の技術〕[Conventional technology]

海底に設けた堤体基礎上へケーソンを沈設させて防波堤
や中仕切護岸堤等を構築する場合には、基礎面での滑動
抵抗力を増大させるために堤体基礎表面とケーソン底面
との間に滑動防止材を介在布設させておシ、従来その布
設は、ケーソンを沈設する前に、ダイパー主体の工事に
より堤体基礎表面上へ布設しているが、水深40mにも
達する大水深になると、透明度が悪くなシ水圧も大きく
なるのでダイバー工事が困難となるとともに、明るさの
減少により所定の位置に滑動防止材を布設するだめの施
工性が悪くなシ、工事費の増大。
When constructing a breakwater, partitioned seawall, etc. by sinking a caisson onto an embankment foundation set on the seabed, there is a gap between the embankment foundation surface and the bottom of the caisson to increase the sliding resistance on the foundation surface. Conventionally, anti-slip material was installed on the surface of the embankment foundation using a diameter cutter before the caisson was sunk. Due to poor transparency, the water pressure increases, making it difficult for divers to perform construction work.Due to the decrease in brightness, it is difficult to install anti-slip materials in designated positions, and construction costs increase.

工期の長期化を招き不都合である。This is inconvenient as it prolongs the construction period.

〔発明が解決しようとする問題点〕[Problem that the invention seeks to solve]

本発明は、このような事情に鑑みて提案されたもので、
水深の大小に左右されずに容易正確に布設取シ付けがで
き、大水深になるほど工事費の低減、工期の短縮化の効
を奏することのできるケーソンの滑動防止材布設方法を
提供することを目的とする。
The present invention was proposed in view of these circumstances, and
To provide a method for laying anti-slip material for caissons, which allows easy and accurate laying and installation regardless of the water depth, and which is effective in reducing construction costs and shortening the construction period as the water depth increases. purpose.

〔問題点を解決するための手段〕[Means for solving problems]

そのために本発明は、堤体基礎とその上に沈設するケー
ソンとの間に介在布設する滑動防止材を、クレーンによ
り海中に吊り下げておき、同滑動防止材上に浮上ケーソ
ンを導入し、浮上状態のケーソン底部へ滑動防止材を布
設し固定することを特徴とする。
To this end, the present invention involves suspending an anti-slip material interposed between the embankment foundation and the caisson sunk thereon into the sea using a crane, introducing a floating caisson onto the anti-slip material, and floating the caisson. It is characterized by installing and fixing an anti-slip material to the bottom of the caisson.

〔作 用〕[For production]

上述の構成により、水深の大小に左右されずに容易正確
に布設数シ付けができ、大水深になるほど工事費の低減
、工期の短縮化の効を奏することのできるケーソンの滑
動防止材布設方法を得ることができる。
With the above-mentioned configuration, it is possible to easily and accurately install the number of layers regardless of the depth of the water, and the method of installing anti-slip material for caissons is effective in reducing construction costs and shortening the construction period as the water depth increases. can be obtained.

〔実施例〕〔Example〕

本発明の実施例を図面について説明すると。 An embodiment of the present invention will be described with reference to the drawings.

第1図〜第4図はその第1実施例の工程を順次示すもの
で、第1図は浮上ケーソンと台船上の滑動防止材とを示
す斜視図、第2図は浮上ケーソンと台船から降ろした滑
動防止材を示す側面図、第3図は浮上ケーソンに滑動防
止材を取シ付けた状態を示す側面図、第4図はケーソン
を沈設した状態を示す側面図である。
Figures 1 to 4 sequentially show the steps of the first embodiment. Figure 1 is a perspective view of the floating caisson and the anti-slip material on the barge, and Figure 2 is a perspective view of the floating caisson and the barge. FIG. 3 is a side view showing the lowered anti-slip material, FIG. 3 is a side view showing the anti-slip material attached to the floating caisson, and FIG. 4 is a side view showing the caisson in a sunken state.

第5図〜第8図は第2実施例の工程を順次示すもので、
第5図は第1図と同様の斜視図、第6図は第2図と同様
の側面図、第7図は第3図と同様の側面図、第8図は第
4図と同様の側面図である。
Figures 5 to 8 sequentially show the steps of the second embodiment.
Figure 5 is a perspective view similar to Figure 1, Figure 6 is a side view similar to Figure 2, Figure 7 is a side view similar to Figure 3, and Figure 8 is a side view similar to Figure 4. It is a diagram.

まず第を図〜第4図について第1実施例を説明すると、
第1図においては、台船1に搭載した滑動防止材2を、
洋上に浮上しているコンクリート又は鋼製のケーソン4
の底部に布設するために、海上クレーン3にて吊り上げ
る。滑動防止材2には両端に補強用芯線5が導設してあ
シ、一方は天びん6を介して海上クレーン3にて吊られ
、他方の先端には浮体7を取付けである。
First, the first embodiment will be explained with reference to Figs.
In FIG. 1, the anti-slip material 2 mounted on the barge 1 is
Concrete or steel caisson 4 floating at sea
In order to install it on the bottom of the ship, it will be lifted up by a marine crane 3. The anti-slip member 2 has reinforcing core wires 5 installed at both ends, one end is suspended by a marine crane 3 via a balance 6, and a floating body 7 is attached to the other end.

次いで第2図において、台船1上よシ滑動防止材2を海
上クレーン3にて吊り降ろし、海中に垂らした状態のと
ころにケーソン4を導入する。
Next, in FIG. 2, the anti-slip member 2 is lowered from the barge 1 by a marine crane 3, and a caisson 4 is introduced into the position where it hangs into the sea.

更に第3図において、ケーソン4の天端に、一方の補強
用芯線5の先端にある浮体7を引き揚げ、固定金物8に
固縛する。
Furthermore, in FIG. 3, the floating body 7 at the tip of one of the reinforcing core wires 5 is pulled up from the top end of the caisson 4 and secured to the fixed hardware 8.

このとき滑動防止材2がケーソン4の底面に配置された
かどうか、ダイパー9が確認する。
At this time, the dialer 9 confirms whether the anti-slip material 2 is placed on the bottom surface of the caisson 4.

他方の補強用芯線5は天びん6を介し、一括して海上ク
レーン6にて吊り上げ、滑動防止材2を緊張させ、ケー
ソン4の底面に配置布設する。同様に他方の補強用芯線
5も固定金物8に固縛する。
The other reinforcing core wire 5 is lifted all at once by a marine crane 6 via a balance 6, the anti-slip material 2 is tensioned, and the reinforcing core wire 5 is placed on the bottom surface of the caisson 4. Similarly, the other reinforcing core wire 5 is also secured to the fixed hardware 8.

最後に第4図において、ケーソン4を滑動防止材2を底
面に布設した状態で、バラスト10注入し海底にある堤
体基礎11上に着底させる。
Finally, in FIG. 4, the caisson 4 with the anti-slip material 2 laid on the bottom is injected with ballast 10 and is brought to the bottom on the embankment foundation 11 on the seabed.

次に第5図〜第8図について第2実施例を説明すると、
第5図においては、台船1に搭載した滑動防止材2を、
洋上に浮上しているケーソン4の底部に布設するために
、2隻の海上クレーン3により吊り上げる。滑動防止材
2には補強用芯線5が両端例導設しである。
Next, the second embodiment will be explained with reference to FIGS. 5 to 8.
In FIG. 5, the anti-slip material 2 mounted on the barge 1 is
In order to lay it on the bottom of the caisson 4 floating on the ocean, it is lifted up by two marine cranes 3. A reinforcing core wire 5 is provided at both ends of the anti-slip material 2.

次いで第6図ておいて、台船1上よシ滑動防止材2を2
隻の海上クレーン3にて吊り上げ、海中に沈めた状態の
ところにケーソン4を導入する。
Next, as shown in Figure 6, place the anti-slip material 2 on the barge 1.
It is hoisted up by the marine crane 3 of the ship, and the caisson 4 is introduced into the submerged state.

更に第7図において、両端の補強用芯線5は天びん6を
介し、一括して2隻の海上クレーン3にて吊り上げ、滑
動防止材2を緊張させ、ケーソン4の底面に配置布設す
る。
Furthermore, in FIG. 7, the reinforcing core wires 5 at both ends are lifted up together by two marine cranes 3 via a balance 6, the anti-slip material 2 is tensioned, and the reinforcing core wires 5 are placed on the bottom surface of the caisson 4.

このとき滑動防止材2がケーソン4の底面に配置された
かどうか、ダイパー9が確認する。
At this time, the dialer 9 confirms whether the anti-slip material 2 is placed on the bottom surface of the caisson 4.

両端の補強用芯線5’!i?ケーソン4の天端の固定金
物8に固縛する。
Reinforcing core wire 5' on both ends! i? It is secured to the fixed hardware 8 at the top of the caisson 4.

最後に第8図において、ケーソン4を、滑動防止材2を
底面に布設した状態で、バラスト10注入し海底にある
堤体基礎11上に着底させる。
Finally, in FIG. 8, the caisson 4, with the anti-slip material 2 laid on the bottom, is injected with ballast 10 and is brought to the bottom on the embankment foundation 11 on the seabed.

以上2つの実施例で説明したように、本発明方法におい
ては、ケーソン4を浮上させた状態で底面に、滑動防止
材2を海上クレーン3の作業により布設固定し、それを
パラスト注入し堤体基礎11上に着底沈設するので、ダ
イパ一作業はケーソン底面への滑動防止材配置確認のみ
であシ、よって布設工事は水深の大小に左右されず容易
かつ正確に行うことができる。
As explained in the above two embodiments, in the method of the present invention, the anti-slip material 2 is laid and fixed on the bottom surface of the caisson 4 in a floating state by the operation of the marine crane 3, and the material is injected with pallast and the embankment body Since the cable is laid down on the foundation 11, the only work required is to check the placement of the anti-slip material on the bottom of the caisson, and therefore the laying work can be carried out easily and accurately regardless of the depth of the water.

〔発明の効果〕 要するに本発明によれば、堤体基礎とその上に沈設する
ケーソンとの間に介在布設する滑動防止材を、クレーン
により海中に吊り下げておき、同滑動防止材上に浮上ケ
ーソンを導入し、浮上状態のケーソン底部へ滑動防止材
を布設し固定することにより、水深の大小に左右されず
に容易正確に布設数少付けができ、大水深になるほど工
事費の低減、工期の短縮化の効を奏することのできるケ
ーソンの滑動防止材布設方法を得るから、本発明は産業
上極めて有益なものである。
[Effects of the Invention] In short, according to the present invention, the anti-slip material installed between the embankment foundation and the caisson sunk thereon is suspended in the sea by a crane, and the anti-slip material is suspended above the anti-slip material. By introducing a caisson and laying and fixing anti-slip material to the bottom of the floating caisson, it is possible to easily and accurately install a small number of cables regardless of the water depth, reducing construction costs and construction time as the water depth increases. The present invention is industrially extremely useful because it provides a method for laying anti-slip material for a caisson that can achieve the effect of shortening the length of time.

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

第1図〜第4図は本発明ケーソンの滑動防止材布設方法
の第1実施例の工程を順次示すもので、第1図は浮上ケ
ーソンと台船上の滑動防止材とを示す斜視図、第2図は
浮上ケーソンと台船から降ろした滑動防止材を示す側面
図、第3図は浮上ケーソンに滑動防止材を取シ付けた状
態を示す側面図、第4図はケーソンを沈設した状態を示
す側面図である。 第5図〜第8図は第2実施例の工程を順次示すもので、
第5図は第1図と同様の斜視図、第6図は第2図と同様
の側面図、第7図は第6図と同様の側面図、第8図は第
4図と同様の側面図である。 1・・・台船、2・・・滑動防止材、3・・・海上クレ
ーン、4・・・ケーソン、5・・・補強用芯線、6・・
・天びん、7・・・浮体、8・・・固定金物、9・・・
ダイパー、10・・・バラスト水、11・・・堤体基礎
。 復代理人 弁理士 塚 本 正 文 箱1図 第3図 第5図 第6図 第7図
1 to 4 sequentially show the steps of the first embodiment of the method for installing anti-skid material for a caisson according to the present invention. FIG. 1 is a perspective view showing a floating caisson and anti-slip material on a barge; Figure 2 is a side view showing the floating caisson and the anti-slip material taken down from the barge, Figure 3 is a side view showing the floating caisson with the anti-slip material attached, and Figure 4 is the caisson sunk. FIG. Figures 5 to 8 sequentially show the steps of the second embodiment.
Figure 5 is a perspective view similar to Figure 1, Figure 6 is a side view similar to Figure 2, Figure 7 is a side view similar to Figure 6, and Figure 8 is a side view similar to Figure 4. It is a diagram. 1... Barge, 2... Anti-slip material, 3... Maritime crane, 4... Caisson, 5... Core wire for reinforcement, 6...
・Balance, 7... Floating body, 8... Fixed hardware, 9...
Diaper, 10... Ballast water, 11... Embankment foundation. Sub-Agent Patent Attorney Masa Tsukamoto Box 1 Figure 3 Figure 5 Figure 6 Figure 7

Claims (1)

【特許請求の範囲】 堤体基礎とその上に沈設するケーソンとの 間に介在布設する滑動防止材を、クレーンにより海中に
吊り下げておき、同滑動防止材上に浮上ケーソンを導入
し、浮上状態のケーソン底部へ滑動防止材を布設し固定
することを特徴とするケーソンの滑動防止材布設方法。
[Claims] An anti-slip material installed between the embankment foundation and a caisson sunk thereon is suspended into the sea by a crane, and a floating caisson is introduced onto the anti-slip material to float it. A method for installing an anti-slip material for a caisson, which comprises installing and fixing the anti-slip material to the bottom of the caisson.
JP7758086A 1986-04-04 1986-04-04 Method for laying of slip inhibitor for caisson Pending JPS62233338A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP7758086A JPS62233338A (en) 1986-04-04 1986-04-04 Method for laying of slip inhibitor for caisson

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP7758086A JPS62233338A (en) 1986-04-04 1986-04-04 Method for laying of slip inhibitor for caisson

Publications (1)

Publication Number Publication Date
JPS62233338A true JPS62233338A (en) 1987-10-13

Family

ID=13637924

Family Applications (1)

Application Number Title Priority Date Filing Date
JP7758086A Pending JPS62233338A (en) 1986-04-04 1986-04-04 Method for laying of slip inhibitor for caisson

Country Status (1)

Country Link
JP (1) JPS62233338A (en)

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