JPS62273317A - Setting of working caisson for steel sheet pile quaywall - Google Patents
Setting of working caisson for steel sheet pile quaywallInfo
- Publication number
- JPS62273317A JPS62273317A JP11372186A JP11372186A JPS62273317A JP S62273317 A JPS62273317 A JP S62273317A JP 11372186 A JP11372186 A JP 11372186A JP 11372186 A JP11372186 A JP 11372186A JP S62273317 A JPS62273317 A JP S62273317A
- Authority
- JP
- Japan
- Prior art keywords
- steel sheet
- sheet pile
- water
- work box
- caisson
- 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
Links
- 229910000831 Steel Inorganic materials 0.000 title claims abstract description 45
- 239000010959 steel Substances 0.000 title claims abstract description 45
- 238000012856 packing Methods 0.000 claims abstract description 25
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims abstract description 20
- 238000000034 method Methods 0.000 claims abstract description 8
- 239000013013 elastic material Substances 0.000 claims description 3
- 230000000717 retained effect Effects 0.000 claims 1
- 238000007789 sealing Methods 0.000 description 3
- 230000001174 ascending effect Effects 0.000 description 1
- 238000007796 conventional method Methods 0.000 description 1
- 238000005260 corrosion Methods 0.000 description 1
- 230000007797 corrosion Effects 0.000 description 1
- 238000005536 corrosion prevention Methods 0.000 description 1
- 238000001035 drying Methods 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 238000007689 inspection Methods 0.000 description 1
- 238000011835 investigation Methods 0.000 description 1
- 238000004519 manufacturing process Methods 0.000 description 1
- 239000000463 material Substances 0.000 description 1
Landscapes
- Bulkheads Adapted To Foundation Construction (AREA)
Abstract
Description
【発明の詳細な説明】
3、考案の詳細な説i゛”“’!”’f’!’ft:l
”−、λ:1(発明上の利用分野)
本考案は鋼矢板岸壁の頭部、飛沫帯及び干満帯に腐蝕が
発生している場合に、干満帯付近の岸壁部分に装着して
内部の排水を行い、干満帯付近の岸壁部分をドライにし
て調査、補修、検査防蝕等の作業を行う鋼矢板岸壁用作
業函の装着方法に関する。[Detailed description of the invention] 3. Detailed explanation of the invention i゛""'! ”'f'!'ft:l
”-, λ: 1 (Field of Application of the Invention) This invention can be installed on the quay wall near the tidal zone to prevent corrosion from occurring in the head, splash zone, and tidal zone of a steel sheet pile quay. This invention relates to a method for installing a work box for a steel sheet pile quay for carrying out work such as investigation, repair, inspection and corrosion prevention by draining water and drying the quay wall near the tidal zone.
(従来の技術)
従来この種の作業函を鋼矢板岸壁に装着する場合、内部
の水を排出した際に作業函と鋼矢板岸壁面との間から水
が漏れないように止水する必要があるが第6図に示すよ
うに鋼矢板片11は表面に縦向きの凹溝2.2が一定間
隔毎に並んでいるため、この凹tM2.2内を開鎖する
必要がある。(Prior art) Conventionally, when this type of work box is installed on a steel sheet pile berth, it is necessary to stop the water from leaking between the work box and the steel sheet pile berth when the water inside is drained. However, as shown in FIG. 6, the steel sheet pile piece 11 has vertical grooves 2.2 lined up at regular intervals on its surface, so it is necessary to open the grooves tM2.2.
そこで従来は第7図に示すように作業函3の底板4の前
縁に各凹溝2,2に嵌り合う突片部4a。Therefore, conventionally, as shown in FIG. 7, a projecting piece 4a is provided on the front edge of the bottom plate 4 of the work box 3 to fit into each of the grooves 2, 2.
4a、・・・を一体に設け、これを止水用のパツキン5
を介して凹溝2.2内に嵌合させて作業函3を鋼矢板片
W11に#A@させるようにしている。4a,... are provided integrally, and this is used as a seal 5 for water stop
The work box 3 is fitted into the groove 2.2 through the groove 2.2 so that the work box 3 is attached to the steel sheet pile piece W11.
(発明が解決しようとする問題点)
上述のような従来の作業函装着の方法では、鋼矢板岸壁
1が第6図(A)に示すようなU型鋼矢板6.6.・・
・を幅方向に連結させた構造あるいは第6図(B)に示
すように2型鋼矢板7,7.・・・を幅方向に連結させ
た構造であるため、各矢板間の接合部分の相互間の遊び
が誤差となって互いに隣り合う凹溝2.2.・・・間の
間隔にばらつきが生じる。(Problems to be Solved by the Invention) In the conventional method of mounting work boxes as described above, the steel sheet pile quay 1 has a U-shaped steel sheet pile 6.6 as shown in FIG. 6(A).・・・
・A structure in which the 2-type steel sheet piles 7, 7. ... are connected in the width direction, the mutual play between the joints between the sheet piles causes an error, and the adjacent grooves 2.2. ...There will be variations in the spacing between them.
一方作泉函3の突片部4a、、4a、・・・の間隔はあ
らかじめ定められているため、多数の凹溝2゜2、・・
・にまたがらせて作業函3を装着させる場合には凹溝2
,2.・・・に各突片部4a 、 4a 、・・・が対
応しなくなり、装着不能な場合がある。On the other hand, since the intervals between the protruding pieces 4a, 4a, .
・When mounting the work box 3 across the groove 2
,2. The protruding pieces 4a, 4a, . . . may no longer correspond to each other, making it impossible to mount them.
本発明はこのような従来の問題にかんがみ鋼矢穀岸壁の
凹溝間隔のばらつきがあっても装着不能とならない作業
函装着方法の提供を目的としたものである。In view of these conventional problems, the present invention aims to provide a work box mounting method that does not make mounting impossible even if there are variations in the groove spacing of the steel arrow quay wall.
(問題点を解決するための手段)
上述の如き目的を達成するため、本発明は多数枚の鋼矢
板を幅方向に連接させて外面の縦向きの凹溝が多数形成
された鋼矢板岸壁によって土留されている岸壁に、前記
鋼矢板岸壁の外面を慣ってドライ空間を形成する作業函
を止水パツキンを介して取付ける鋼矢板岸壁用作業函の
装着方法において、前記鋼矢板壁の各凹溝内の前記作業
函の接合縁部が対向する位置に、前記作業函とは別体の
伸縮自在な弾性材からなる溝内充填用の止水パツキン駒
を挿入し、その後、前記作業函の前記鋼矢板壁面に対向
する接合縁を適宜止水パツキンを介して前記止水パツキ
ン駒の外面及び鋼矢板壁面に圧接させることを特徴とし
ている。(Means for Solving the Problems) In order to achieve the above-mentioned objects, the present invention uses a steel sheet pile quay wall in which a large number of steel sheet piles are connected in the width direction to form a large number of vertical grooves on the outer surface. In the method for installing a work box for a steel sheet pile quay, in which a work box for forming a dry space by fitting the outer surface of the steel sheet pile quay is attached to a quay wall that is earth-retained via a waterproof packing, each concavity of the steel sheet pile wall is attached. A water-stop packing piece for filling the groove, which is made of a stretchable elastic material and is separate from the work box, is inserted into the groove at a position where the joint edges of the work box face each other, and then the work box is closed. The joint edge facing the steel sheet pile wall surface is brought into pressure contact with the outer surface of the water stop packing piece and the steel sheet pile wall surface via an appropriate water stop packing piece.
(作用)
この作業函の装着方法は溝内充填用の止水パツキン駒を
鋼矢板岸壁の凹溝内に挿入することにより、作業函の接
合縁は直線状のものでよくなり、岸壁面の凹溝の間隔に
かかわりなく作業函を装着できる。(Function) This method of installing the work box involves inserting a water-stop packing piece for filling the groove into the groove of the steel sheet pile quay, so that the joint edge of the work box can be straight, and Work boxes can be attached regardless of the spacing of the grooves.
(実施例)
次に本発明の実施の一例を第1図〜第5図について説明
する。(Example) Next, an example of implementation of the present invention will be described with reference to FIGS. 1 to 5.
図において符号11は本発明に使用する鋼矢板壁面用の
作業函である。In the figure, reference numeral 11 is a work box for steel sheet pile walls used in the present invention.
この作業函11は鋼矢板岸壁1の干満帯付近に取付ける
側の面と上面とが開放されている函体12を備え、該函
体12の左右の両側壁13.13外には上下方向に沿っ
てフロートタンク14a。This work box 11 is equipped with a box 12 whose top surface and the side to be installed near the tidal zone of the steel sheet pile quay 1 are open. along with the float tank 14a.
14b、14Cが取付けられている。このような函体1
2は割り面15.15で3分割され、運搬に便利なよう
にされている。割り面15.15は図には示されていな
いがフランジ結合で連結されている。函体12の内面に
は作業棚16と昇降用の梯子17が取付けられている。14b and 14C are attached. Such a box 1
2 is divided into three parts with a dividing surface of 15.15 to make it convenient to transport. The split surfaces 15.15 are connected by a flange connection, which is not shown in the figure. A work shelf 16 and a ladder 17 for ascending and descending are attached to the inner surface of the box 12.
本発明はこの作業函11を装着鋼矢板岸壁1に装着する
のであり、この装着にはまず、鋼矢板岸壁1の凹溝2内
に止水パツキン駒18を挿入する。In the present invention, this work box 11 is mounted on the attached steel sheet pile quay 1, and for this mounting, first, the water stop packing piece 18 is inserted into the groove 2 of the steel sheet pile quay 1.
この止水パツキン駒18は第2図に示すようにスポンジ
ゴム材19をゴムシート20により被覆し、全体が弾性
的に伸縮できる構造となっており、凹溝の幅と略同じ幅
で、かつ、凹溝2内に嵌め込まれた状態で先端が凹溝2
により梢突出する大きさに形成されている。As shown in FIG. 2, this waterproof sealing piece 18 has a structure in which a sponge rubber material 19 is covered with a rubber sheet 20, and the entire structure can be elastically expanded and contracted, and the width is approximately the same as the width of the groove. , when the tip is fitted into the groove 2
It is formed to a size that protrudes from the treetops.
またこの止水パツキン胸18の上下面には吊りピース2
1が一体に突設されているとともに凹溝2の底部に対応
する側の上下縁部に永久磁石22が取付けられている。In addition, there are hanging pieces 2 on the upper and lower surfaces of this waterproof packing chest 18.
1 are integrally protruded, and permanent magnets 22 are attached to the upper and lower edges of the groove 2 on the side corresponding to the bottom.
この止水パツキン1418は作業函11の底板23が対
向する高さ位置に嵌め込むものであり、その嵌め込みに
際しては下側の吊りピース21にロープ24をもって重
り25を吊り下げ、重り25が着底した状態で止水パツ
キン1!18が所定の高さ位置になるようにローフ24
の高さをあらかじめ調節しておく。そしてこの重り25
を着底させることによってパツキン駒18を所定の高さ
位置まで沈め、これを凹溝2内に止水パツキン1日を嵌
め込み、永久磁石22を凹溝2の内面に吸着させる。This water-stop gasket 1418 is fitted into the work box 11 at a height position where the bottom plate 23 faces. When fitting it, the weight 25 is suspended from the lower hanging piece 21 with the rope 24, and the weight 25 is placed on the bottom. In this state, lower the loaf 24 so that the water-stop gasket 1!18 is at the specified height.
Adjust the height in advance. And this weight 25
The packing piece 18 is sunk to a predetermined height position by landing on the bottom, and the water stop packing piece 18 is fitted into the groove 2, and the permanent magnet 22 is attracted to the inner surface of the groove 2.
次いで、作業函11の両側壁13.13及び底板23の
前縁に棒状パツキン26を貼着し、フロートタンク14
a、14b、14cに遍宜注琲水して浮力調節し、所定
の深さまで沈め、止水パツキン胸18の突出端面及び鋼
矢板岸壁1の表面に押し当てる。Next, rod-shaped packings 26 are attached to both side walls 13.13 of the work box 11 and the front edge of the bottom plate 23, and the float tank 14 is attached.
a, 14b, and 14c to adjust their buoyancy, and then sink to a predetermined depth and press against the protruding end surface of the water-stop packing chest 18 and the surface of the steel sheet pile quay 1.
このとき、止水パツキン駒18は凹溝2からの突出弁が
押し込まれ、これによって凹溝2内面の外周面が圧接さ
れて止水される。またその他の部分は棒状パツキン26
が作業函11の岸壁側縁部と岸壁面間に介在されて止水
される。At this time, the protruding valve from the concave groove 2 is pushed into the water cutoff packing piece 18, whereby the outer circumferential surface of the inner surface of the concave groove 2 is pressed against the water cutoff packing piece 18, thereby shutting off the water. In addition, other parts are rod-shaped packing 26
is interposed between the quay wall side edge of the work box 11 and the quay wall surface to shut off water.
この状態で作業函11内の水を排水することによって、
この作業函11内に岸壁面を外気にざらした作業空間が
形成される。By draining the water in the work box 11 in this state,
A work space is formed within this work box 11 with the quay surface exposed to the outside air.
(発明の効果)
本発明の鋼矢板岸壁用作業函の装着方法は上述の如く構
成され、鋼矢板壁の各凹溝内の作業函の接合縁部が対向
する位置に、作業函とは別体の伸縮自在な弾性材からな
る溝内充填用の止水パツキン胸を挿入し、その後、前記
作業函の前記鋼矢板壁面に対向する接合縁を適宜止水パ
ツキンを介して前記止水パツキンの駒の外面及び鋼矢板
壁面に圧接させるようにしたことにより、鋼矢板岸壁の
凹溝間の間隔にばらつきがあっても何ら支障なく作業函
内の止水が可能となったものであり、また各種の鋼矢板
による岸壁の凹溝形状に応じて止水パツキン駒のみを各
種製作しておくことにより、凹溝形状に異なる各種の鋼
矢板岸壁に同一の作業函が使用できることとなったもの
である。(Effects of the Invention) The method for installing a work box for a steel sheet pile quay according to the present invention is configured as described above, and the work box is installed separately from the work box at a position where the joint edges of the work box face each other in each groove of the steel sheet pile wall. Insert a water-stop gasket for filling the groove made of a stretchable elastic material, and then connect the joint edge of the work box facing the steel sheet pile wall surface with the water-stop gasket through the water-stop gasket as appropriate. By making pressure contact with the outside surface of the piece and the steel sheet pile wall surface, it is possible to stop water inside the work box without any problem even if there are variations in the spacing between the grooves on the steel sheet pile quay, and it is also possible to stop water inside the work box without any problem. By manufacturing various types of water-stop packing pieces according to the groove shape of the steel sheet pile quay wall, the same work box can be used for various steel sheet pile quay walls with different groove shapes. .
第1図は本発明に使用する作業函の一例の斜視図、第2
図は止水パツキン駒の断面図、第3図は止水パツキン駒
の嵌合状態を示す側面図、第4図は同平面図、第5図は
作業函装着状態の横断面図、第6図(A>(B)はそれ
ぞれ作業函を装着しようとする鋼矢板岸壁の別々の例の
横断面図、第7図は従来の作業函の斜視図、第8図は従
来の作業函と鋼矢板岸壁との関係を示す平面図である。
1・・・鋼矢板岸壁、2・・・凹溝、11・・・作業函
、18・・・止水パツキン駒、23・・・底板、26・
・・棒状パツキン。Figure 1 is a perspective view of an example of a work box used in the present invention, Figure 2 is a perspective view of an example of a work box used in the present invention;
The figure is a sectional view of the water-stop sealing piece, Fig. 3 is a side view showing the fitted state of the water-stopping sealing piece, Fig. 4 is a plan view of the same, Fig. 5 is a cross-sectional view of the work box attached, and Fig. 6 ( A>(B) are cross-sectional views of different examples of steel sheet pile wharves to which work boxes are to be installed, Figure 7 is a perspective view of a conventional work box, and Figure 8 is a conventional work box and a steel sheet pile wharf. It is a plan view showing the relationship between 1... Steel sheet pile quay, 2... Concave groove, 11... Work box, 18... Water stop packing piece, 23... Bottom plate, 26...
・Rod-shaped patchkin.
Claims (1)
溝が多数形成された鋼矢板岸壁によって土留されている
岸壁に、前記鋼矢板岸壁の外面を覆ってドライ空間を形
成する作業函を止水パッキンを介して取付ける鋼矢板岸
壁用作業函の装着方法において、前記鋼矢板壁の各凹溝
内の前記作業函の接合縁部が対向する位置に、前記作業
函とは別体の伸縮自在な弾性材からなる溝内充填用の止
水パッキン駒を挿入し、その後、前記作業函の前記鋼矢
板壁面に対向する接合縁を適宜止水パッキンを介して前
記止水パッキン駒の外面及び鋼矢板壁面に圧接させるこ
とを特徴としてなる鋼矢板岸壁用作業函の装着方法。Work to form a dry space by covering the outer surface of the steel sheet pile berth on a quay wall that is retained by a steel sheet pile berth in which a large number of steel sheet piles are connected in the width direction and many vertical grooves are formed on the outer surface. In a method for installing a work box for a steel sheet pile quay in which a box is attached via a water-stop packing, a work box separate from the work box is placed at a position where the joint edges of the work box face each other in each groove of the steel sheet pile wall. A water stop packing piece made of a stretchable elastic material for filling the groove is inserted, and then the outer surface of the water stop packing piece is inserted into the joint edge of the work box facing the steel sheet pile wall through the water stop packing as appropriate. and a method for installing a work box for a steel sheet pile quay, which is characterized in that it is brought into pressure contact with a steel sheet pile wall surface.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP11372186A JPH0781262B2 (en) | 1986-05-20 | 1986-05-20 | How to install a work box for steel sheet pile quay |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP11372186A JPH0781262B2 (en) | 1986-05-20 | 1986-05-20 | How to install a work box for steel sheet pile quay |
Publications (2)
Publication Number | Publication Date |
---|---|
JPS62273317A true JPS62273317A (en) | 1987-11-27 |
JPH0781262B2 JPH0781262B2 (en) | 1995-08-30 |
Family
ID=14619458
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP11372186A Expired - Lifetime JPH0781262B2 (en) | 1986-05-20 | 1986-05-20 | How to install a work box for steel sheet pile quay |
Country Status (1)
Country | Link |
---|---|
JP (1) | JPH0781262B2 (en) |
Cited By (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPH06180059A (en) * | 1993-03-04 | 1994-06-28 | Hiroshi Hirata | Underwater work space creation and maintenance device |
CN106013053A (en) * | 2016-05-23 | 2016-10-12 | 江苏东合南岩土科技股份有限公司 | Steel sheet pile support construction method for building underground garage open caisson |
CN106013218A (en) * | 2016-05-23 | 2016-10-12 | 江苏东合南岩土科技股份有限公司 | Building method for open caisson for underground garage |
CN106013052A (en) * | 2016-05-23 | 2016-10-12 | 江苏东合南岩土科技股份有限公司 | Steel sheet pile and open caisson combined underground garage and construction method thereof |
-
1986
- 1986-05-20 JP JP11372186A patent/JPH0781262B2/en not_active Expired - Lifetime
Cited By (5)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPH06180059A (en) * | 1993-03-04 | 1994-06-28 | Hiroshi Hirata | Underwater work space creation and maintenance device |
CN106013053A (en) * | 2016-05-23 | 2016-10-12 | 江苏东合南岩土科技股份有限公司 | Steel sheet pile support construction method for building underground garage open caisson |
CN106013218A (en) * | 2016-05-23 | 2016-10-12 | 江苏东合南岩土科技股份有限公司 | Building method for open caisson for underground garage |
CN106013052A (en) * | 2016-05-23 | 2016-10-12 | 江苏东合南岩土科技股份有限公司 | Steel sheet pile and open caisson combined underground garage and construction method thereof |
CN106013053B (en) * | 2016-05-23 | 2018-01-19 | 江苏东合南岩土科技股份有限公司 | A kind of steel sheet pile construction method for supporting for being used to build underground garage open caisson |
Also Published As
Publication number | Publication date |
---|---|
JPH0781262B2 (en) | 1995-08-30 |
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