JPH0349194Y2 - - Google Patents

Info

Publication number
JPH0349194Y2
JPH0349194Y2 JP2663886U JP2663886U JPH0349194Y2 JP H0349194 Y2 JPH0349194 Y2 JP H0349194Y2 JP 2663886 U JP2663886 U JP 2663886U JP 2663886 U JP2663886 U JP 2663886U JP H0349194 Y2 JPH0349194 Y2 JP H0349194Y2
Authority
JP
Japan
Prior art keywords
water stop
shaft
stop device
filled
filling liquid
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
JP2663886U
Other languages
Japanese (ja)
Other versions
JPS62138798U (en
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 filed Critical
Priority to JP2663886U priority Critical patent/JPH0349194Y2/ja
Publication of JPS62138798U publication Critical patent/JPS62138798U/ja
Application granted granted Critical
Publication of JPH0349194Y2 publication Critical patent/JPH0349194Y2/ja
Expired legal-status Critical Current

Links

Landscapes

  • Excavating Of Shafts Or Tunnels (AREA)

Description

【考案の詳細な説明】 産業上の利用分野 本考案は小口径管の地中推進において立坑の坑
口防護に用いられる止水装置に関するものであ
る。
[Detailed description of the invention] Industrial application field The present invention relates to a water stop device used to protect the entrance of a shaft in underground propulsion of small diameter pipes.

従来の技術 小口径管の地中推進において土質が砂層で地下
水が豊富な地盤には坑口防護のために止水装置を
設置している。
Conventional technology In underground propulsion of small-diameter pipes, a water stop device is installed to protect the tunnel entrance in ground where the soil is sandy and has abundant groundwater.

従来のこの種の止水装置は第6図乃至第8図に
示すに鉄板aとゴム板bとを交互に重ね合わせて
これらをボルトcにより矢板d側の基板eに締結
して構成されていた。
A conventional water stop device of this kind is constructed by stacking iron plates a and rubber plates b alternately and fastening them to a base plate e on the sheet pile d side with bolts c, as shown in Figs. 6 to 8. Ta.

考案が解決しようとする問題点 しかし、従来の止水装置においてはゴム板bと
推進管fとの間の隙間より水、土砂等が立坑内に
流出し地盤の陥没を引きおこす要因になつてい
た。
Problems that the invention aims to solve: However, in the conventional water stop device, water, dirt, etc. flowed into the shaft from the gap between the rubber plate b and the propulsion pipe f, causing the ground to sink. .

また、従来の止水装置は製作費、取付費も高
く、重量的に重く据付、取外しにクレーンを必要
としていた。
In addition, conventional water stop devices are expensive to manufacture and install, and are heavy and require a crane to install and remove.

本考案は上記の事情に鑑みなされたもので、立
坑の坑口における推進管推進時の止水効果が大で
しかも製作費が安価で重量も軽い止水装置を提供
することを目的とする。
The present invention was developed in view of the above circumstances, and it is an object of the present invention to provide a water stop device that has a large water stop effect during propulsion of a propulsion pipe at the entrance of a shaft, is inexpensive to manufacture, and is light in weight.

問題点を解決するための手段及び作用 上記の目的を達成するために、本考案は、立坑
の坑口に装着される止水部材12を、強化段ボー
ル8を重ね合せてこれらの強化段ボール8間に空
隙部10を形成しこれら空隙部10に、充填後固
化して膨張性、弾力性及び水密性を有する充填液
を構成してある。
Means and Effects for Solving the Problems In order to achieve the above object, the present invention provides a waterproof member 12 to be installed at the entrance of a shaft by stacking reinforced corrugated cardboards 8 on top of each other and placing the reinforced corrugated cardboards 8 between the reinforced corrugated cardboards 8. Cavities 10 are formed, and a filling liquid that solidifies after being filled into these cavities 10 has expandability, elasticity, and watertightness.

実施例 以下、本考案の実施例を第1図乃至第5図を参
照して説明する。第1図において1は鋼矢板2に
より壁面部が形成された立坑であり、立坑1の左
右側壁部3,4には坑口5が形成してあり、坑口
5には枠状の基板6が設けてあり、この基板6に
止水装置7が取付けてある。
Embodiments Hereinafter, embodiments of the present invention will be described with reference to FIGS. 1 to 5. In FIG. 1, reference numeral 1 denotes a shaft whose wall surface is formed of steel sheet piles 2. A shaft 5 is formed in the left and right side walls 3 and 4 of the shaft 1, and a frame-shaped base plate 6 is provided at the shaft 1. A water stop device 7 is attached to this board 6.

この止水装置7は、強化段ボール8をスペーサを
介して重ね合せてこれら強化段ボール8間の空隙
部10に充填液(例えば、高強度疎水ウレタン系
薬液、無臭型親水性ウレタン樹脂等)を充填して
固化させて成る止水部材1にを備えており、この
止水部材12を基板6に合わせて切断し、この切
断した止水部材12をボルトのような固着手段で
基板6に固着して止水装置7が構成してある。ま
た、基板6と止水部材12との間にも上記の充填
液が充填してある。
This water stop device 7 consists of stacking reinforced cardboard boxes 8 via spacers, and filling a gap 10 between the reinforced cardboard boxes 8 with a filling liquid (for example, a high-strength hydrophobic urethane chemical, an odorless hydrophilic urethane resin, etc.). The water stop member 1 is cut to match the substrate 6, and the cut water stop member 12 is fixed to the substrate 6 with a fixing means such as a bolt. A water stop device 7 is configured. Further, the space between the substrate 6 and the water stop member 12 is also filled with the above-mentioned filling liquid.

このように構成された止水装置7において、前
記止水部材12に推進管13の外径寸法の孔14
を穿ち、この孔14から地中に推進管13を推進
させる。
In the water stop device 7 configured in this manner, the water stop member 12 is provided with a hole 14 having the outer diameter of the propulsion pipe 13.
is drilled, and the propulsion pipe 13 is propelled into the ground through this hole 14.

前記充填液は膨張性、弾力性、水密性を有する
ために前記推進管13と孔14との間の隙間をな
くし、水、土砂等の立坑1内への流れ出しを阻止
する。
Since the filling liquid has expandability, elasticity, and watertightness, it eliminates the gap between the propulsion pipe 13 and the hole 14, and prevents water, earth, etc. from flowing into the shaft 1.

考案の効果 以上詳述したように、本考案に係る止水装置
は、立坑の坑口に装着される止水部材12を、強
化段ボール8を重ね合わせてこれらの強化段ボー
ル8間に空隙部10を形成しこれら空隙部10
に、充填後固化して膨張性、弾力性及び水密性を
有する充填液を充填して構成したことを特徴とす
るものである。
Effects of the Invention As detailed above, the water stop device according to the present invention includes a water stop member 12 to be attached to the entrance of a shaft by overlapping reinforcing cardboards 8 and creating a gap 10 between the reinforcing cardboards 8. These voids 10 are formed
The device is characterized in that it is filled with a filling liquid that solidifies after filling and has expandability, elasticity, and watertightness.

したがつて、止水部材12は強化段ボール8と充
填液とで構成されており、充填液は充填後膨張
性、弾力性及び水密性を有するために、止水部材
12と推進管との間より流出する水、土砂を阻止
しその止水効果を向上させることができるし、止
水部材12はその製作費も安価で重量も軽く据付
け等にクレーンを使用することもない。
Therefore, the water stop member 12 is composed of the reinforced cardboard 8 and the filling liquid, and since the filling liquid has expandability, elasticity, and watertightness after being filled, there is a gap between the water stop member 12 and the propulsion pipe. It is possible to prevent more water and earth from flowing out and improve the water-stopping effect, and the water-stopping member 12 is inexpensive to manufacture, light in weight, and does not require the use of a crane for installation.

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

第1図は立坑の平面図、第2図は本考案一実施
例の斜視図、第3図は同要部の斜視図、第4図は
第3図A−A線に沿う断面図、第5図は本考案一
実施例の側面図、第6図は従来の止水装置の斜視
図、第7図は同側面図、第8図は同分解斜視図で
ある。 8……強化段ボール、10……空隙部。
Fig. 1 is a plan view of the shaft, Fig. 2 is a perspective view of an embodiment of the present invention, Fig. 3 is a perspective view of the main parts, Fig. 4 is a sectional view taken along line A-A in Fig. 3, 5 is a side view of an embodiment of the present invention, FIG. 6 is a perspective view of a conventional water stop device, FIG. 7 is a side view of the same, and FIG. 8 is an exploded perspective view of the same. 8...Reinforced cardboard, 10...Void portion.

Claims (1)

【実用新案登録請求の範囲】[Scope of utility model registration request] 立坑の坑口に装着される止水部材12を、強化
段ボール8を重ね合せてこれらの強化段ボール8
間に空隙部10を形成しこれら空隙部10に、充
填後固化して膨張性、弾力性及び水密性を有する
充填液を充填して構成したことを特徴とする止水
装置。
The water stop member 12 to be attached to the entrance of a shaft is made by overlapping reinforced cardboard 8 with these reinforced cardboards 8.
A water stop device characterized in that voids 10 are formed in between, and these voids 10 are filled with a filling liquid that solidifies after being filled and has expandability, elasticity, and watertightness.
JP2663886U 1986-02-27 1986-02-27 Expired JPH0349194Y2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP2663886U JPH0349194Y2 (en) 1986-02-27 1986-02-27

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP2663886U JPH0349194Y2 (en) 1986-02-27 1986-02-27

Publications (2)

Publication Number Publication Date
JPS62138798U JPS62138798U (en) 1987-09-01
JPH0349194Y2 true JPH0349194Y2 (en) 1991-10-21

Family

ID=30827906

Family Applications (1)

Application Number Title Priority Date Filing Date
JP2663886U Expired JPH0349194Y2 (en) 1986-02-27 1986-02-27

Country Status (1)

Country Link
JP (1) JPH0349194Y2 (en)

Also Published As

Publication number Publication date
JPS62138798U (en) 1987-09-01

Similar Documents

Publication Publication Date Title
JPH0349194Y2 (en)
JP2681503B2 (en) Steel sink and its installation method
JPS60115987U (en) Community ditch box culvert with drainage channel
JPS6124628Y2 (en)
JPS59122642A (en) Construction of bottom plate in underground water storage tank
KR20010080891A (en) Headwall for Drain Pipe
JP2948778B2 (en) How to build underwater structures
JPS624591Y2 (en)
JPH10280461A (en) Floating preventing device for underground container
JPS6124625Y2 (en)
JPS5811754Y2 (en) Earthquake-resistant steel underground tank
JPS6124626Y2 (en)
JPS6235694Y2 (en)
JPH0367169B2 (en)
JPS6124623Y2 (en)
JPH0316926Y2 (en)
JPH083498Y2 (en) Underground Reservoir Structure
JPS5988536A (en) Drawing work of steel member for sheathing
SU983194A1 (en) Anchorage
JP3240394B2 (en) Construction method of impermeable wall
JPS5835733Y2 (en) Composite lightweight sheet pile for vibration isolation
JP2006125151A (en) Vibration-proofing structure and vibration prevention method in ground
JPS5920413Y2 (en) Fiber reinforced concrete assembly channel
JPH0444673Y2 (en)
JPS6344026A (en) Concrete block for sheathing