JPH0533551Y2 - - Google Patents
Info
- Publication number
- JPH0533551Y2 JPH0533551Y2 JP9132986U JP9132986U JPH0533551Y2 JP H0533551 Y2 JPH0533551 Y2 JP H0533551Y2 JP 9132986 U JP9132986 U JP 9132986U JP 9132986 U JP9132986 U JP 9132986U JP H0533551 Y2 JPH0533551 Y2 JP H0533551Y2
- Authority
- JP
- Japan
- Prior art keywords
- sheet pile
- steel sheet
- quay
- box
- grooves
- 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 - Lifetime
Links
- 229910000831 Steel Inorganic materials 0.000 claims description 35
- 239000010959 steel Substances 0.000 claims description 35
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 9
- 239000000463 material Substances 0.000 description 6
- 238000012856 packing Methods 0.000 description 4
- NJPPVKZQTLUDBO-UHFFFAOYSA-N novaluron Chemical group C1=C(Cl)C(OC(F)(F)C(OC(F)(F)F)F)=CC=C1NC(=O)NC(=O)C1=C(F)C=CC=C1F NJPPVKZQTLUDBO-UHFFFAOYSA-N 0.000 description 3
- 239000002184 metal Substances 0.000 description 2
- 206010010071 Coma Diseases 0.000 description 1
- 241000087799 Koma Species 0.000 description 1
- 230000009194 climbing Effects 0.000 description 1
- 238000010276 construction Methods 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
- 230000000694 effects Effects 0.000 description 1
- 238000007689 inspection Methods 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
- 238000011835 investigation Methods 0.000 description 1
- 238000011282 treatment Methods 0.000 description 1
Landscapes
- Bulkheads Adapted To Foundation Construction (AREA)
- Revetment (AREA)
Description
【考案の詳細な説明】
(産業上の利用分野)
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に関する。[Detailed description of the invention] (Industrial application field) 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 work box for a steel sheet pile quay that drains water and keeps the quay wall near the tidal zone dry for work such as investigation, repair, inspection, and corrosion prevention.
(従来の技術)
一般にこの種の作業函は、これを鋼矢板岸壁に
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4図に示すように鋼矢板岸
壁1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、この凹溝2,2内を閉鎖する必
要がある。(Prior art) In general, when this type of work box is installed on a steel sheet pile quay wall, a water-tight system is used to prevent water from leaking between the work box and the steel sheet pile quay surface when the water inside is drained. However, as shown in Fig. 4, the steel sheet pile quay 1 has vertical grooves 2, 2 lined up at regular intervals on its surface, so it is necessary to close the insides of these grooves 2, 2. be.
そこで従来は第5図及び第6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,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を鋼矢板岸壁1に装着させるようにし
ている。 Therefore, conventionally, as shown in FIGS. 5 and 6, protrusions 4a, 4a, . The work box 3 is attached to the steel sheet pile quay 1 by fitting it into the grooves 2, 2 through a gasket 5.
(考案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4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
4図Bに示すようにZ型鋼矢板7,7,…を幅方
向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つて互いに隣り合う
凹溝2,2,…間の間隔にばらつきが生じる。(Problem that the invention aims to solve) In the conventional method of attaching work boxes as described above, the steel sheet pile quay 1 has a structure in which U-shaped steel sheet piles 6, 6, ... are connected in the width direction as shown in Figure 4A, or a structure in which Z-shaped steel sheet piles 7, 7, ... are connected in the width direction as shown in Figure 4B, so that the play between the joints between each sheet pile becomes an error and causes variation in the spacing between adjacent grooves 2, 2, ....
一方作業函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, ... of the work box 3 are predetermined, a large number of grooves 2,
2, . . ., the projecting pieces 4a, 4a, . . . do not correspond to the grooves 2, 2, .
本考案はこのような従来の問題にかんがみ鋼矢
板岸壁の凹溝間隔のばらつきがあつてもこれに順
応して装着可能な鋼矢板岸壁用作業函の提供を目
的としたものである。 In view of these conventional problems, the present invention aims to provide a work box for a steel sheet pile berth that can be installed in accordance with variations in the groove spacing of the steel sheet pile berth.
(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考案は、上面
と鋼矢板岸壁に取付ける側の面とが開放されてい
る函体を有し、該函体の岸壁接触面と前記鋼矢板
岸壁面との間の止水用のパツキンを介在させて該
鋼矢板岸壁に取付け、内部に作業用のドライ空間
を形成する鋼矢板岸壁用作業函において、前記函
体の底板部の岸壁接触面に前記鋼矢板岸壁の凹溝
内に嵌り合う複数の駒体を該凹溝の幅方向に移動
自在に支持させたのである。(Means for Solving the Problems) In order to achieve the above-mentioned objectives, the present invention has a box whose top surface and the surface on the side to be attached to the steel sheet pile quay are open, and which prevents the case from coming into contact with the quay. In a steel sheet pile wharf work box that is attached to the steel sheet pile wharf with a water-stop seal interposed between the surface and the steel sheet pile wharf surface to form a dry space for work inside, the bottom plate of the box A plurality of pieces fitting into the grooves of the steel sheet pile pier are supported on the quay wall contact surface of the steel sheet pile pier so as to be movable in the width direction of the grooves.
(作用)
この鋼矢板岸壁用作業函は、各駒体の間隔をあ
らかじめ鋼矢板岸壁の凹溝間隔におおまかな状態
で対応させておき、この状態で岸壁に近づけて駒
体の先端が凹溝内に挿入されると、各駒体は凹溝
に順応する方向に自然に移動されて該凹溝内に嵌
り合うこととなる。(Function) In this steel sheet pile wharf work box, the spacing of each piece is roughly matched to the concave groove spacing of the steel sheet pile wharf in advance, and in this state, when brought close to the wharf, the tip of the piece body forms the concave groove. When inserted into the groove, each piece is naturally moved in a direction that conforms to the groove and fits into the groove.
(実施例)
次に本考案の実施の一例を第1図〜第3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 3.
図において符号11は本考案にかかる鋼矢板壁
面用作業函である。 In the figure, reference numeral 11 indicates a steel sheet pile wall work box according to 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1
2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つてフロートタンク14a,
14b,14cが取付けられている。このような
函体12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の内面には作業床16と昇降用
の梯子17が取付けられている。 This work box 11 is a box 1 whose top surface and the side to be installed near the tidal zone of the steel sheet pile quay 1 are open.
2, and left and right side walls 13, 13 of the box 12.
Outside, along the vertical direction, there is a float tank 14a,
14b and 14c are attached. Such a box 12 is divided into three parts by the dividing surfaces 15, 15 for convenient transportation. Although not shown in the figure, the split surfaces 15, 15 are connected by a flange connection. A work floor 16 and a ladder 17 for climbing are attached to the inner surface of the box 12.
作業函11の底板18の開放側縁部及びこれに
連なる両側壁13,13の縦向きの開放側縁部が
岸壁接触面19,20,20となつており、その
各岸壁接触面19,20,20の前面に止水パツ
キン21,22,22が貼着されている。 The open side edge of the bottom plate 18 of the work box 11 and the vertically oriented open side edges of the both side walls 13, 13 connected thereto are quay wall contact surfaces 19, 20, 20, and the respective quay wall contact surfaces 19, 20 , 20, water-stop gaskets 21, 22, 22 are attached to the front surfaces of the containers.
底板18の縁部の岸壁接触面19は両側壁1
3,13の岸壁接触面20,20より広幅の鋼製
板材23をもつて構成され、その板材23の前面
に止水パツキン21が貼着されている。 The quay contact surface 19 at the edge of the bottom plate 18 is connected to both side walls 1.
It is composed of a steel plate 23 wider than the quay wall contact surfaces 20, 20 of No. 3 and 13, and a water-stop packing 21 is attached to the front surface of the plate 23.
板材23には第2図、第3図に示すように、鋼
矢板岸壁1の凹溝2,2…に嵌り合わせるための
複数の駒体24,24…が支持されている。 As shown in FIGS. 2 and 3, the plate material 23 supports a plurality of pieces 24, 24, . . . for fitting into the grooves 2, 2, .
各駒体24は、断面コ状をした鋼製の支持金具
25の先端に固着した鋼製の台座部24aを有
し、その外面にパツキン材24bを固着させて構
成されており、パツキン材24bの外形形状を凹
溝2内の断面形状に合わせて成形させている。 Each piece 24 has a steel pedestal part 24a fixed to the tip of a steel support fitting 25 having a U-shaped cross section, and a packing material 24b is fixed to the outer surface of the pedestal part 24a. The outer shape of the groove 2 is formed to match the cross-sectional shape of the groove 2.
一方、岸壁接触面19を構成している板材23
には各駒体24の取付け箇所に水平方向に向けて
長穴26が貫通開口され、その長穴26の周縁に
は短筒部26aが形成されている。 On the other hand, the plate material 23 constituting the quay wall contact surface 19
An elongated hole 26 is opened horizontally at the attachment point of each piece 24, and a short cylindrical portion 26a is formed around the periphery of the elongated hole 26.
この長穴26内に駒体24の支持金具25が表
側から裏側に向けて挿通され、その裏側の突出端
面に抜け止め金具27がボルト止めされており、
駒体24が長穴26に沿つて摺動されるようにし
ている。 A support fitting 25 of the piece body 24 is inserted into this elongated hole 26 from the front side to the back side, and a retaining fitting 27 is bolted to the protruding end surface on the back side.
The piece body 24 is slid along the elongated hole 26.
なお、板材23の表面の止水パツキン21にも
前記長穴26位置に窓穴28が形成され、止水パ
ツキン21の表面側に駒体24を位置させた状態
で窓穴28及び長穴26を内に支持金具25を挿
入されている。 Note that a window hole 28 is also formed in the water-stop gasket 21 on the surface of the plate material 23 at the position of the elongated hole 26, and the window hole 28 and the elongate hole 26 are formed with the piece body 24 positioned on the surface side of the water-stop gasket 21. The support fitting 25 is inserted inside.
板材23の裏側には長穴26の両側端の外側に
一対のスプリング受板29,29が一体に突設さ
れているおり、この両スプリング受板29,29
には一対のボルト30,30がそれぞれ同軸心方
向に向けて進退自在に螺合されており、その各ボ
ルト30,30の先端と支持金具25との間にコ
イルスプリング31,31が張設され、このコイ
ルスプリング31,31によつて支持金具25が
長穴26の長手方向の略中央に位置されるように
している。 On the back side of the plate material 23, a pair of spring receiving plates 29, 29 are integrally provided on the outside of both ends of the elongated hole 26, and these spring receiving plates 29, 29 are integrally provided.
A pair of bolts 30, 30 are screwed together so as to move forward and backward in the direction of the coaxial center, and coil springs 31, 31 are stretched between the tips of the bolts 30, 30 and the support fitting 25. The coil springs 31, 31 allow the support fitting 25 to be positioned approximately at the center of the elongated hole 26 in the longitudinal direction.
このようにして構成される鋼矢板岸壁作業函の
使用に際しては、施工現場にて作業函11全体を
水上に浮べ、各フロートタンク14a,14b,
14cに注排水して浮力を調節し所望の取付高さ
に浮べる。 When using the steel sheet pile quay work box constructed in this way, the entire work box 11 is floated on water at the construction site, and each float tank 14a, 14b,
Pour water into 14c to adjust the buoyancy and float to the desired installation height.
この状態で各駒体24,24…が鋼矢板岸壁1
の凹溝2,2…に大まかに対向するように作業函
11の水平方向の位置を調節した後、各駒体2
4,24…を凹溝2,2…内に挿入しつつ作業函
11を岸壁面に押し向ける。 In this state, each piece body 24, 24... is attached to the steel sheet pile quay 1
After adjusting the horizontal position of the work box 11 so that it roughly faces the concave grooves 2, 2..., each piece body 2
4, 24... into the grooves 2, 2... while pushing the work box 11 toward the quay surface.
このとき、凹溝2,2間の間隔にばらつきがあ
る場合には、各駒体24の側面が凹溝2の内面に
偏つて接触することとなり、これによつて駒体2
4に凹溝2の幅方向の力が付加され、この力によ
つて駒体24がスプリング31,31の弾力に抗
して凹溝2に合致する位置まで水平方向に移動さ
れる。 At this time, if there are variations in the distance between the grooves 2, 2, the side surfaces of each piece 24 will come into contact with the inner surface of the groove 2, and as a result, the pieces 2
4 is applied with a force in the width direction of the groove 2, and this force moves the piece body 24 in the horizontal direction against the elasticity of the springs 31, 31 to a position where it matches the groove 2.
このようにして各駒体24が対応する凹溝2に
順応してその内部に嵌合され止水する。 In this way, each piece body 24 conforms to the corresponding groove 2 and is fitted into the groove to stop water.
その後、作業函11内の水を排出して内部にド
ライな作業空間を形成し、岸壁面の補修その他の
処理をなす。 After that, the water in the work box 11 is drained to form a dry work space inside, and the quay wall surface is repaired and other treatments are performed.
(考案の効果)
本考案の鋼矢板岸壁用作業函は上述の如く構成
され、函体の底板部の岸壁接触面に鋼矢板岸壁の
凹溝内に嵌り合う複数の駒体を該凹溝の幅方向に
移動自在に支持させたことにより、凹溝の間隔に
ばらつきがあつても作業函を岸壁に接合させる際
に各凹溝に各駒体が順応するように移動して嵌り
合うこととなり、良好な止水がなされることとな
つたものである。(Effect of the invention) The steel sheet pile berth work box of the present invention is constructed as described above, and a plurality of piece bodies that fit into the grooves of the steel sheet pile pier are attached to the pier contact surface of the bottom plate of the box. By supporting it so that it can move freely in the width direction, even if there are variations in the spacing between the grooves, each piece will move and fit into each groove when joining the work box to the quay. This resulted in a good water stoppage.
第1図は本考案の実施の一例の作業函を示す斜
視図、第2図は駒体取付部分の拡大横断面図、第
3図は第2図中の−線断面図、第4図A,B
はそれぞれ別々の鋼矢板岸壁を示す横断面図、第
5図は従来の作業函の斜視図、第6図は同作業函
と鋼矢板岸壁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……底板、19,20……岸壁接触面、
21,22……止水パツキン、24……駒体、2
4a……台座部、24b……パツキン材、25…
…支持金具、26……長穴、27……抜け止め金
具、29……スプリング受板、30……ボルト、
31……コイルスプリング。
Fig. 1 is a perspective view showing a work box as an example of the implementation of the present invention, Fig. 2 is an enlarged cross-sectional view of the piece mounting part, Fig. 3 is a sectional view taken along the - line in Fig. 2, and Fig. 4 A ,B
5 is a perspective view of a conventional work box, and FIG. 6 is a plan view showing the relationship between the work box and the steel sheet pile wharf. 1... Steel sheet pile quay, 2... Concave groove, 11... Work box, 18... Bottom plate, 19, 20... Quay wall contact surface,
21, 22...Water stop packing, 24...Koma body, 2
4a...Pedestal part, 24b...Packing material, 25...
...Supporting metal fitting, 26...Elongated hole, 27...Keeping metal fitting, 29...Spring receiving plate, 30...Bolt,
31...Coil spring.
Claims (1)
れている函体を有し、該函体の岸壁接触面と前記
鋼矢板岸壁面との間の止水用のパツキンを介在さ
せて該鋼矢板岸壁に取付け、内部に作業用のドラ
イ空間を形成する鋼矢板岸壁用作業函において、
前記函体の底板部の岸壁接触面に前記鋼矢板岸壁
の凹溝内に嵌り合う複数の駒体を該凹溝の幅方向
に移動自在に支持させたことを特徴としてなる鋼
矢板岸壁用作業函。 It has a box whose top surface and the surface on the side to be attached to the steel sheet pile quay are open, and a water-stop seal is interposed between the quay wall contact surface of the box and the steel sheet pile quay surface. In the work box for steel sheet pile quay, which is attached to the sheet pile quay and forms a dry space for work inside,
Work for a steel sheet pile quay, characterized in that a plurality of pieces fitting into the grooves of the steel sheet pile quay are supported on the quay wall contacting surface of the bottom plate portion of the box so as to be movable in the width direction of the grooves. Box.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP9132986U JPH0533551Y2 (en) | 1986-06-17 | 1986-06-17 |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP9132986U JPH0533551Y2 (en) | 1986-06-17 | 1986-06-17 |
Publications (2)
Publication Number | Publication Date |
---|---|
JPS631037U JPS631037U (en) | 1988-01-06 |
JPH0533551Y2 true JPH0533551Y2 (en) | 1993-08-26 |
Family
ID=30952014
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP9132986U Expired - Lifetime JPH0533551Y2 (en) | 1986-06-17 | 1986-06-17 |
Country Status (1)
Country | Link |
---|---|
JP (1) | JPH0533551Y2 (en) |
-
1986
- 1986-06-17 JP JP9132986U patent/JPH0533551Y2/ja not_active Expired - Lifetime
Also Published As
Publication number | Publication date |
---|---|
JPS631037U (en) | 1988-01-06 |
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