JPS649419B2 - - Google Patents
Info
- Publication number
- JPS649419B2 JPS649419B2 JP11811883A JP11811883A JPS649419B2 JP S649419 B2 JPS649419 B2 JP S649419B2 JP 11811883 A JP11811883 A JP 11811883A JP 11811883 A JP11811883 A JP 11811883A JP S649419 B2 JPS649419 B2 JP S649419B2
- Authority
- JP
- Japan
- Prior art keywords
- water
- sheet
- stop sheet
- band
- seat
- 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
Links
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims description 37
- 238000009434 installation Methods 0.000 description 7
- 229910000831 Steel Inorganic materials 0.000 description 6
- 239000010959 steel Substances 0.000 description 6
- 238000000034 method Methods 0.000 description 4
- 239000000463 material Substances 0.000 description 3
- 239000000725 suspension Substances 0.000 description 3
- 239000002689 soil Substances 0.000 description 2
- 238000004804 winding Methods 0.000 description 2
- 239000003795 chemical substances by application Substances 0.000 description 1
- 238000010276 construction Methods 0.000 description 1
- 239000003673 groundwater Substances 0.000 description 1
- 239000004576 sand Substances 0.000 description 1
- 125000000391 vinyl group Chemical group [H]C([*])=C([H])[H] 0.000 description 1
- 229920002554 vinyl polymer Polymers 0.000 description 1
Classifications
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D19/00—Keeping dry foundation sites or other areas in the ground
- E02D19/06—Restraining of underground water
- E02D19/12—Restraining of underground water by damming or interrupting the passage of underground water
- E02D19/18—Restraining of underground water by damming or interrupting the passage of underground water by making use of sealing aprons, e.g. diaphragms made from bituminous or clay material
Landscapes
- Engineering & Computer Science (AREA)
- Life Sciences & Earth Sciences (AREA)
- Environmental & Geological Engineering (AREA)
- Hydrology & Water Resources (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Mining & Mineral Resources (AREA)
- Paleontology (AREA)
- Civil Engineering (AREA)
- General Engineering & Computer Science (AREA)
- Structural Engineering (AREA)
- Revetment (AREA)
Description
【発明の詳細な説明】 本発明は止水シートの布設装置に関する。[Detailed description of the invention] The present invention relates to a waterstop sheet installation device.
用水貯水池や河川あるいは地下水等の人工涵用
等における提防工事を行なうような場合、貯水池
あるいは河川からの通水を遮断する必要があるこ
とから、従来一般に地盤改良杭あるいはシートパ
イルまたは鋼管矢板を1列乃至は2列に打ち込ん
で地中に止水壁を構築し、これより提防構築箇所
に水が浸入することを防ぐようにしている。 When carrying out protection work for artificial reservoirs such as water reservoirs, rivers, or groundwater, it is necessary to block the flow of water from the reservoir or river, so conventionally, soil improvement piles, sheet piles, or steel pipe sheet piles are generally used. A water-stopping wall is built underground by driving in rows or two rows, and this prevents water from entering the area where the protection is being constructed.
しかるに、上記のように地盤改良杭やシートパ
イル、または鋼管矢板を打ち込んで地中に止水壁
を構築することによる止水手段では、これに用い
る硬化剤やシートパイルまたは鋼管矢板を多量に
必要とするため、材料費が嵩むことはもちろん、
これら地盤改良杭やシートパイルまたは鋼管矢板
を打設するために大型の作業機械を導入しなけれ
ばならず、しかもこれらを1本ずつ打ち込むこと
になるため、勢い施工費が高騰するという欠点が
ある。 However, as described above, the water-stopping method by driving ground improvement piles, sheet piles, or steel pipe sheet piles to build a water-stopping wall underground requires a large amount of hardening agent and sheet piles or steel pipe sheet piles. Of course, this increases the cost of materials,
In order to drive these ground improvement piles, sheet piles, or steel pipe sheet piles, it is necessary to introduce large working machines, and because these are driven one by one, there is a disadvantage that the construction cost increases. .
そこで地中での水の流通を遮断するために、ビ
ニールあるいはゴムシート等の不透水性の止水シ
ートを用い、この止水シートを地中の通水層を含
み不透水層に到達する範囲にわたり埋設して、通
水層を通しての水の流入を防止することを開発し
たが、上記止水シートを所定の箇所に確実に布設
して地中に固定し、完全な止水機能をなさしめる
ようにすることは必ずしも容易でない面もあり、
その布設装置として最適な機械があれば、従来の
シートパイルや鋼管矢板の打設による止水手段に
代るものとして使用材料が極めて低廉でかつ杭打
機等大型作業機械を必要としないなどの利点を有
する有効な止水手段となり得る。 Therefore, in order to block the flow of water underground, an impermeable water stop sheet such as vinyl or rubber sheet is used, and this water stop sheet is applied to the area that reaches the impermeable layer, including the water permeable layer underground. We have developed a method to prevent water from flowing in through the water-permeable layer by burying the sheet over the ground, but by firmly laying the water-stop sheet at a predetermined location and fixing it underground, a complete water-stopping function can be achieved. It is not always easy to do so,
If there is a machine that is suitable for the installation, it can be used as an alternative to the conventional water-stopping method of driving sheet piles or steel pipe sheet piles, because the materials used are extremely low-cost, and there is no need for large working machines such as pile drivers. It can be an effective water stopping means with advantages.
本発明はこれに鑑み、不透水性の帯状止水シー
トを、止水しようとする地中に容易に布設するこ
とができる止水シート布設装置を提供することを
目的としてなされたものである。 In view of this, the present invention has been made for the purpose of providing a water-stop sheet installation device that can easily lay a water-impermeable band-shaped water-stop sheet in the ground where water is to be stopped.
上記目的を達成するため、本発明における止水
シート布設装置は、止水すべき部位の地盤に予じ
め掘削した溝に沿つて走行自在とされた移動台車
と、帯状止水シートの巾方向を上下方向としてこ
れを繰り出し自在に収納するシートカセツトを有
し、このシートカセツトの上端を前記移動台車に
吊持自在に構成してなり、前記シートカセツトを
前記溝内に垂下して台車の走行と共にシートカセ
ツトの一側から前記シートを繰り出し、溝の内側
面に沿つて布設し得るようにしたことを特徴とす
るものである。 In order to achieve the above object, the water stop sheet installation device of the present invention includes a movable trolley that can run freely along a groove pre-drilled in the ground of a site where water is to be stopped, and a belt-shaped water stop sheet in the width direction. The seat cassette has a seat cassette that can be freely fed out and stored in the vertical direction, and the upper end of the seat cassette is configured to be freely suspended on the movable trolley, and the seat cassette is suspended in the groove to allow the trolley to travel. At the same time, the sheet is fed out from one side of the sheet cassette and laid along the inner surface of the groove.
以下、本発明を図面に示す実施例を参照して説
明する。 The present invention will be described below with reference to embodiments shown in the drawings.
本発明にかゝるシートの布設装置は、第6図に
その使用状態例を示すように、止水すべき部位の
地盤をバツクホーまたはウオータージエツト等の
掘削機械1により透水層2を含み不透水層3に到
達する所定の深さおよび所要の間隔をもつて掘削
された溝4を跨ぎ、地上に布設されたレール5上
を走行し得る台車6と、この台車6に上端が懸吊
支持され、前記溝4内に垂下されるシートカセツ
ト7とからなつている。 The sheet laying device according to the present invention, as shown in FIG. 6 as an example of its use, uses an excavating machine 1 such as a backhoe or water jet to dig into the ground at a site where water is to be stopped, including a permeable layer 2. A trolley 6 that can run on rails 5 laid on the ground across a trench 4 excavated to a predetermined depth and at a required interval to reach the permeable layer 3; and a sheet cassette 7 suspended within the groove 4.
前記台車6は、左右のフレーム8,8の前後部
に走行車輪9,9…を有し、これらフレーム8,
8の前後部は梁部材10,10により一体に結合
され、これら梁部材10,10間に前記シートカ
セツト7の上部前後端が懸吊支持されるようにな
つている。 The trolley 6 has running wheels 9, 9, . . . on the front and rear sides of left and right frames 8, 8, and
The front and rear ends of the seat cassette 8 are integrally connected by beam members 10, 10, and the upper front and rear ends of the seat cassette 7 are suspended and supported between these beam members 10, 10.
前記シートカセツト7は、前記溝4の巾より
やゝ狭い巾を形成する矩形状の枠体11の前方お
よび左右側面に前記溝4の深さに応じた上下方向
の長さを有する側板12を吊下固着してなるシー
トカバー13を前記台車6の梁部材10,10間
に上部前後端を着脱自在に載置するとともに、こ
のシートカバー13の空間内に断面形状がコ状の
シートホルダー14を開放面を後方にして前記シ
ートカバー13の枠体11上に着脱自在に載置さ
れてなるもので、このシートホルダー14にゴム
等の不透水性材質からなる帯状止水シート15が
巾方向を上下方向として屏風状に折畳んで収納さ
れている。 The seat cassette 7 has a rectangular frame 11 having a width slightly narrower than the width of the groove 4, and side plates 12 having a vertical length corresponding to the depth of the groove 4 on the front and left and right sides thereof. A seat cover 13 which is suspended and fixed is placed between the beam members 10 and 10 of the truck 6 with its upper front and rear ends removably placed, and a seat holder 14 having a U-shaped cross section is provided within the space of the seat cover 13. is removably placed on the frame 11 of the seat cover 13 with the open side facing backward, and a band-shaped water stop sheet 15 made of a water-impermeable material such as rubber is attached to the seat holder 14 in the width direction. It is stored by folding it up and down like a folding screen.
上記シートカバー13の吊持手段は、枠体11
の前後方向両端に突設されたフランジ16,16
を台車6の梁部材10,10の中央部に設けられ
た受部17,17に嵌合させて懸架され、またシ
ートホルダー14の吊持手段は、このホルダー上
部の前後端にフランジ18,18を突設し、この
フランジ18,18をシートカバー13の枠体1
1に載置することにより懸架される。 The suspension means for the seat cover 13 is the frame body 11
flanges 16, 16 protruding from both ends in the front and rear direction;
The seat holder 14 is suspended by being fitted into the receiving parts 17, 17 provided at the center of the beam members 10, 10 of the truck 6, and the suspension means of the seat holder 14 includes flanges 18, 18 at the front and rear ends of the upper part of the holder. are provided protrudingly, and these flanges 18, 18 are attached to the frame 1 of the seat cover 13.
1 and suspended.
上記シートホルダー14には、第4図乃至第5
図に示すように、折畳まれた帯状止水シート15
の上端の適宜箇所がチヤツク部材19…によつて
吊持され、ホルダー14の前方部上端に一端を固
定しホルダー14前方部下端および後方部下端の
ワイヤー引掛けバー20,20に巻き回して上端
に張設された複数本のセパレートワイヤ21,…
を前記シート15の前方および後方部の折返し部
に位置させ、帯状止水シート15の折畳状態を保
持させている。 The seat holder 14 includes the seats shown in FIGS.
As shown in the figure, a folded band-shaped water stop sheet 15
An appropriate part of the upper end is suspended by a chuck member 19, and one end is fixed to the front upper end of the holder 14, and the upper end is wound around wire hook bars 20, 20 at the front lower end and rear lower end of the holder 14. A plurality of separate wires 21,...
are located at the folded portions of the front and rear portions of the sheet 15 to maintain the folded state of the band-shaped water stop sheet 15.
このシートカセツト7の方式は、上記実施例の
ほか、例えばロール状に巻成された帯状止水シー
トをその巻軸の軸線を上下方向としてこの巻軸を
回転中心として回転可能に収納し、この帯状止水
シートを巻終端から巻きほどきながら繰出すよう
にしてもよい。 In addition to the above-mentioned embodiments, this sheet cassette 7 has a method in which, for example, a band-shaped water stop sheet wound into a roll is stored so as to be rotatable about the winding shaft with the axis of the winding shaft in the vertical direction. The band-shaped waterstop sheet may be fed out while being unwound from the end of the roll.
なお、図において22はメツセンジヤーワイヤ
ロープで、前もつて溝上に張設してあり、台車6
の移動とともに繰出される帯状止水シート15の
上端を適宜のクリツプ手段によりこのワイヤロー
プに吊下させるものである。 In the figure, reference numeral 22 is a messenger wire rope, which is stretched over the front groove and connected to the trolley 6.
The upper end of the band-shaped water stop sheet 15, which is fed out as the belt moves, is suspended from this wire rope using appropriate clip means.
つぎに上記実施例の作用を説明する。 Next, the operation of the above embodiment will be explained.
止水壁を形成しようとする地盤に溝4をバツク
ホーまたはウオータージエツト等の掘削機械1に
より掘削したのち、その地表の開口部両側に沿つ
てレール5,5を布設し、このレール5,5上に
台車6の車輪9,9を載せる。 After excavating a groove 4 in the ground where a water stop wall is to be formed using an excavating machine 1 such as a backhoe or water jet, rails 5, 5 are laid along both sides of the opening in the ground surface, and the rails 5, 5 are Place the wheels 9, 9 of the trolley 6 on top.
ついでシートカバー13を適宜手段により台車
6の梁部材10,10間に懸吊支持させるととも
に、帯状止水シート15を前もつて屏風状に折畳
んで収納吊持したシートホルダー14を適宜手段
によりシートカバー13の空間部内に懸吊支持さ
せる。 Next, the seat cover 13 is suspended and supported between the beam members 10, 10 of the trolley 6 by an appropriate means, and the seat holder 14, in which the band-shaped water stop sheet 15 is folded in the form of a folding screen at the front and stored and suspended, is suspended by an appropriate means. It is suspended and supported within the space of the seat cover 13.
ついで帯状止水シート15の一端をシートホル
ダー14の開放部から引き出して前記溝4の一側
内面に沿わせて固定し、台車6を帯状止水シート
15の引き出し方向とは反対側方向へ移動させな
がら帯状止水シート15を順次繰出して溝4の内
側面に沿つて布設して行く。なお、帯状止水シー
ト15の繰出し時、セパレートワイヤ21の緊張
状態を切断するなどして解除するとともに、帯状
止水シート15上部のチヤツク部材19…による
吊持を解く。そしてメツセンジヤーワイヤロープ
22に帯状止水シート15の上端をクリツプ手段
等により適宜間隔で吊下させる。 Next, one end of the water stop sheet 15 is pulled out from the opening of the sheet holder 14 and fixed along one inner surface of the groove 4, and the cart 6 is moved in the direction opposite to the direction in which the water stop sheet 15 is pulled out. While doing so, the band-shaped water stop sheet 15 is sequentially fed out and laid along the inner surface of the groove 4. When feeding out the water stop sheet 15, the tension of the separate wire 21 is released by cutting or the like, and the suspension by the chuck members 19 on the top of the water stop sheet 15 is released. Then, the upper end of the band-shaped waterstop sheet 15 is suspended from the messenger wire rope 22 at appropriate intervals using clip means or the like.
この帯状止水シート15の繰出し進行と同時に
その反対側の溝4内側面と帯状止水シート15と
の間に掘削土砂あるいは搬入土砂を埋戻して当該
止水シート15を溝4の内側面に圧接固定して布
設して行く。こうして溝4の長手方向全域に渡り
帯状止水シート15を布設することにより、地盤
の透水層2は帯状止水シート15により遮断さ
れ、地中に止水壁が形成される。 At the same time as this band-shaped water-stop sheet 15 is being fed out, excavated soil or carried-in earth and sand is backfilled between the inner surface of the groove 4 on the opposite side and the band-shaped water-stop sheet 15, and the water-stop sheet 15 is placed on the inner surface of the groove 4. Press and fix it and install it. By thus laying the band-shaped water-stop sheet 15 over the entire length of the groove 4, the water-permeable layer 2 in the ground is blocked by the band-shaped water-stop sheet 15, and a water-stop wall is formed in the ground.
以上説明したように本発明による止水シート布
設装置は、止水すべき部位の地盤に前もつて掘削
した溝に沿つて設行自在とされた移動台車と、帯
状止水シートの巾方向を上下方向としてこれを繰
出し自在に収納するシートカセツトとを有し、こ
のシートカセツトの上部を前記移動台車に吊持自
在に構成してなり、前記シートカセツトを前記溝
内に垂下して台車の走行と共にシートカセツトの
一側から帯状止水シートを繰出し、溝の内側面に
沿つて布設し得るようにしたので、帯状で柔軟な
止水シートであつても地中に容易かつ確実に布設
することができ、従来のシートパイルや鋼管矢板
に代る止水壁を効果的に構築することができる。 As explained above, the water stop sheet installation device according to the present invention includes a movable trolley that can be installed freely along a trench previously excavated in the ground at a site where water is to be stopped, and a water stop sheet laying device that can be installed in the width direction of a belt-shaped water stop sheet. The seat cassette is configured such that the upper part of the seat cassette can be hung on the movable trolley, and the seat cassette is suspended in the groove to allow the trolley to travel. At the same time, the band-shaped water-stop sheet is fed out from one side of the sheet cassette and can be laid along the inner surface of the groove, so even a band-shaped and flexible water-stop sheet can be easily and reliably laid underground. This makes it possible to effectively construct water-stop walls in place of conventional sheet piles and steel pipe sheet piles.
また、帯状止水シートをカセツト内に納め、カ
セツトを台車に懸吊支持して溝内をその内面に沿
つて移動させながら布設するので、止水シートの
保持および引き出しが確実であるなどの効果があ
る。 In addition, the water-stop sheet is placed in a cassette, and the cassette is suspended and supported on a trolley, and the water-stop sheet is laid while moving inside the groove along its inner surface, so the water-stop sheet can be held and pulled out reliably. There is.
第1図は本発明による止水シート布設装置の一
実施例を示す側面図、第2図は同正面図、第3図
は同平面図、第4図は帯状止水シートの収納状態
例を示す説明図、第5図はカセツトの吊持状態を
示す一部切欠斜視図、第6図は帯状止水シートの
布設状況を示す説明図である。
6……台車、7……シートカセツト、13……
シートカバー、14……シートホルダー、15…
…帯状止水シート、21……セパレートワイヤ。
Fig. 1 is a side view showing one embodiment of the water stop sheet installation device according to the present invention, Fig. 2 is a front view of the same, Fig. 3 is a plan view of the same, and Fig. 4 is an example of a storage state of a band-shaped water stop sheet. FIG. 5 is a partially cutaway perspective view showing the suspended state of the cassette, and FIG. 6 is an explanatory view showing the installation state of the band-shaped water stop sheet. 6... Trolley, 7... Seat cassette, 13...
Seat cover, 14... Seat holder, 15...
...band-shaped water stop sheet, 21...separate wire.
1 コネクトホールの底部を、底版と、該底版よ
り小径で、その上部に載置される台版と、該台版
の外周にあつて前記底版上に配置される筒状部材
とで構成し、前記底版上面の中心にセンター穴
を、前記台版下面に前記センター穴に嵌挿せしめ
るピンをそれぞれ設けるとともに、台版上面に外
周から中心に向つて傾く傾斜面を設けたことを特
徴とするコネクトホールの底部構造。
1. The bottom of the connection hole is composed of a bottom plate, a table plate having a smaller diameter than the bottom plate and placed on the top thereof, and a cylindrical member located on the outer periphery of the table plate and placed on the bottom plate, A connector characterized in that a center hole is provided at the center of the upper surface of the bottom plate, a pin is provided on the lower surface of the base plate to be inserted into the center hole, and an inclined surface that is inclined from the outer periphery toward the center is provided on the upper surface of the base plate. Bottom structure of the hole.
Claims (1)
収納したことを特徴とする特許請求の範囲第1項
記載の止水シート布設装置。2. The water stop sheet laying device according to claim 1, wherein the sheet to be laid is wound into a roll and stored in the holder.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP11811883A JPS6013104A (en) | 1983-07-01 | 1983-07-01 | Water cut-off sheet laying device |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP11811883A JPS6013104A (en) | 1983-07-01 | 1983-07-01 | Water cut-off sheet laying device |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPS6013104A JPS6013104A (en) | 1985-01-23 |
| JPS649419B2 true JPS649419B2 (en) | 1989-02-17 |
Family
ID=14728473
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP11811883A Granted JPS6013104A (en) | 1983-07-01 | 1983-07-01 | Water cut-off sheet laying device |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPS6013104A (en) |
Families Citing this family (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| NL8500421A (en) * | 1985-02-14 | 1986-09-01 | Digging Trading | METHOD AND APPARATUS FOR GROUNDING A SCREEN |
-
1983
- 1983-07-01 JP JP11811883A patent/JPS6013104A/en active Granted
Also Published As
| Publication number | Publication date |
|---|---|
| JPS6013104A (en) | 1985-01-23 |
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