JP3019261U - Water seal rubber stopper for ground penetration hole - Google Patents

Water seal rubber stopper for ground penetration hole

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Publication number
JP3019261U
JP3019261U JP1995001685U JP168595U JP3019261U JP 3019261 U JP3019261 U JP 3019261U JP 1995001685 U JP1995001685 U JP 1995001685U JP 168595 U JP168595 U JP 168595U JP 3019261 U JP3019261 U JP 3019261U
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JP
Japan
Prior art keywords
valve
hole
bolt
rubber
wall
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
Application number
JP1995001685U
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Japanese (ja)
Inventor
正義 山崎
信一郎 多田
公則 高橋
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Chemical Grouting Co Ltd
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Chemical Grouting Co Ltd
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Priority to JP1995001685U priority Critical patent/JP3019261U/en
Application granted granted Critical
Publication of JP3019261U publication Critical patent/JP3019261U/en
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Expired - Lifetime legal-status Critical Current

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Abstract

(57)【要約】 【目的】地盤へ貫入する孔の湧水を確実に止めるゴム栓
を提供する。 【構成】地盤9へ貫入する孔11に緩かに嵌入する外径の
中空ゴム筒体2の両端面を中心孔付き座金4の対で覆
う。ボルト5のボルト軸を座金4の対の中心孔及びゴム
筒体2の中空部3を貫通させ、そのボルト頭部6を一方
の座金4に座着させ、ボルト5のねじ先7にナット8を
螺合してゴム栓1とする。ゴム栓1を孔11に差込んだ
後、ナット8のボルト5へのねじ込みによりゴム筒体2
を中心軸長さ方向に圧縮して径方向に膨張させることに
より、ゴム筒体2を孔11及びボルト5に密着させて地盤
貫入孔11を水密に封止する。
(57) [Summary] [Purpose] To provide a rubber stopper that reliably stops the spring water from the hole penetrating into the ground. [Structure] Both ends of a hollow rubber cylinder 2 having an outer diameter which is loosely fitted into a hole 11 penetrating into the ground 9 are covered with a pair of washers 4 having a central hole. The bolt shaft of the bolt 5 penetrates the center hole of the pair of washers 4 and the hollow portion 3 of the rubber cylinder 2, the bolt head 6 is seated on one washer 4, and the nut 7 is attached to the screw tip 7 of the bolt 5. Are screwed together to form a rubber stopper 1. After inserting the rubber stopper 1 into the hole 11, the nut 8 is screwed into the bolt 5 so that the rubber cylinder 2
Is compressed in the lengthwise direction of the central axis and expanded in the radial direction, so that the rubber tubular body 2 is brought into close contact with the hole 11 and the bolt 5 to seal the ground penetration hole 11 in a watertight manner.

Description

【考案の詳細な説明】[Detailed description of the device]

【0001】[0001]

【産業上の利用分野】[Industrial applications]

本考案は地盤貫入孔の水封ゴム栓に関し、とくに地盤から地盤貫入孔への湧水 を封止するゴム栓に関する。 The present invention relates to a water sealing rubber plug for a ground penetration hole, and more particularly to a rubber plug for sealing spring water from the ground to the ground penetration hole.

【0002】[0002]

【従来の技術】[Prior art]

地盤貫入孔に対する従来の水封方法の一例を図3に示す。地盤9を覆うコンク リート壁等の壁体10に穿った孔11において、矢印Wで示す湧水等の水漏れが屡々 経験される。この水漏れを止めるには、図3(A)のようにパッカー付きマニホル ド15を孔11に差込みセメントミルク13を加圧下で地盤9へ注入し、一定時間後に パッカー付きマニホルド15を孔11から引抜く。この注入によっても湧水Wが止ま らない場合には、図3(C)のように例えば径10mm程度の細いビニールホース17で 水を逃がしながら孔11内部のビニールホース17以外の部分を急結セメント14で固 める。急結セメント14を充分硬化させた後、ビニールホース17の先端を図3(D) のように折曲げ、水の流出を止めた上で図3(E)のように孔11の口元を急結セメ ント14で埋め、表面を整形する。湧水が激しい場合には、この様な処置によって も孔11からの漏水が止まらないことも経験されている。 An example of a conventional water sealing method for the ground penetration hole is shown in FIG. In the holes 11 formed in the wall body 10 such as a concrete wall covering the ground 9, water leakage such as spring water shown by an arrow W is often experienced. To stop this leak, insert the packer manifold 15 into the hole 11 as shown in FIG. 3 (A), inject the cement milk 13 into the ground 9 under pressure, and after a certain time, insert the packer manifold 15 from the hole 11 into the ground 9. Pull out. If the water W does not stop even after this injection, as shown in FIG. 3 (C), the portion other than the vinyl hose 17 inside the hole 11 is quickly connected while letting water escape with a thin vinyl hose 17 with a diameter of about 10 mm. Set with cement 14. After the quick-setting cement 14 is hardened sufficiently, bend the tip of the vinyl hose 17 as shown in Fig. 3 (D) to stop the outflow of water, and then sharpen the mouth of the hole 11 as shown in Fig. 3 (E). Fill with cement 14 and shape the surface. When the spring water is intense, it has been also experienced that the water leakage from the hole 11 cannot be stopped even by such a treatment.

【0003】[0003]

【考案が解決しようとする課題】[Problems to be solved by the device]

図3の従来の水封方法では、操作が面倒であって手間が掛かり、しかも場合に よっては湧水を完全には止め難い等の問題点がある。 従って、本考案の目的は湧水を確実に止めるゴム栓を提供するにある。 The conventional water-sealing method of FIG. 3 has problems that the operation is troublesome and time-consuming, and in some cases, it is difficult to completely stop the spring water. Therefore, it is an object of the present invention to provide a rubber stopper that reliably stops spring water.

【0004】[0004]

【課題を解決するための手段】[Means for Solving the Problems]

図1の実施例を参照するに、本考案による地盤貫入孔11の水封ゴム栓1は、地 盤9へ貫入する孔11に緩かに嵌入する外径の中空ゴム筒体2、ゴム筒体2の両端 を覆う中心孔付き座金4の対、一方の座金4に座着するボルト頭部6を有し且つ 座金4の対の中心孔及びゴム筒体2の中空部3を貫通するボルト5、及びボルト 5のねじ先7に螺合するナット8を備え、ナット8のボルト5へのねじ込みによ りゴム筒体2を中心軸方向に圧縮して径方向に膨張させることによりゴム筒体2 を孔11及びボルト5に密着させて孔11を水密に封止するものである。 Referring to the embodiment of FIG. 1, a water seal rubber plug 1 of a ground penetration hole 11 according to the present invention is a hollow rubber cylinder 2 having an outer diameter that fits loosely into a hole 11 that penetrates into the ground 9 and a rubber cylinder. A pair of washers 4 with a central hole covering both ends of the body 2, a bolt head 6 that seats on one washer 4, and a bolt that penetrates the central hole of the pair of washers 4 and the hollow portion 3 of the rubber cylinder 2. 5 and a nut 8 to be screwed onto the screw tip 7 of the bolt 5, and by screwing the nut 8 into the bolt 5, the rubber cylinder 2 is compressed in the central axis direction and expanded in the radial direction. The body 2 is brought into close contact with the hole 11 and the bolt 5 to seal the hole 11 in a watertight manner.

【0005】 地盤貫入孔11の一例は、地盤9を覆うコンクリート壁体10等に穿った貫通孔で あるが、地盤9が岩盤である場合には、岩盤に直接に穿った孔としてもよい。An example of the ground penetration hole 11 is a through hole drilled in the concrete wall body 10 or the like covering the ground 9, but when the ground 9 is rock, it may be a hole drilled directly in the rock.

【0006】[0006]

【作用】[Action]

図2に示す実施例により作用を説明する。この場合壁体10の貫通孔である地盤 貫入孔11に、図1の水封ゴム栓1をナット8の締付前の状態で差込む。ナット8 を締付ける前には、ゴム筒体2の外径が地盤貫入孔11に緩かに嵌入するように選 ばれているので、水封ゴム栓1を孔11の口元から所要の深さまで容易に差込むこ とができる。次いで、差込んだ位置にある水封ゴム栓1のナット8をボルト5に ねじ込めば、ゴム筒体2の両端における座金4の対の間の距離がナット8のねじ 込によって狭められるので、ゴム筒体2が軸方向に圧縮されると共に径方向に膨 張する。この径方向膨張により、ゴム筒体2の中空部3の内面がボルト5に密着 すると共に、その外周面が地盤貫入孔11の内面に密着する。この時、ゴム筒体2 の外周面及び中空部3の内周面は、地盤貫入孔11の内面及びボルト5の外周面の 細かい凹凸に沿って弾性的に変形する。よって、ナット8のねじ込みによるゴム 筒体2の径方向膨張力を充分大きくすれば、ゴム筒体2の外周面と地盤貫入孔11 の内面との密着及び中空部3の内周面とボルト5の外周面との密着により、地盤 貫入孔11を確実に水密に封止することができる。 The operation will be described with reference to the embodiment shown in FIG. In this case, the water seal rubber plug 1 of FIG. 1 is inserted into the ground penetration hole 11 which is a through hole of the wall body 10 in a state before the nut 8 is tightened. Before tightening the nut 8, the outer diameter of the rubber cylinder 2 is selected so as to fit loosely into the ground penetration hole 11, so that the water seal rubber plug 1 can be easily pushed from the mouth of the hole 11 to the required depth. Can be plugged into. Next, if the nut 8 of the water seal rubber plug 1 at the inserted position is screwed into the bolt 5, the distance between the pair of washers 4 at both ends of the rubber cylinder 2 is narrowed by the screwing of the nut 8, The rubber cylinder 2 is compressed in the axial direction and expands in the radial direction. Due to this radial expansion, the inner surface of the hollow portion 3 of the rubber tubular body 2 comes into close contact with the bolt 5, and the outer peripheral surface thereof comes into close contact with the inner surface of the ground penetration hole 11. At this time, the outer peripheral surface of the rubber cylinder 2 and the inner peripheral surface of the hollow portion 3 are elastically deformed along the fine irregularities on the inner surface of the ground penetration hole 11 and the outer peripheral surface of the bolt 5. Therefore, if the radial expansion force of the rubber tubular body 2 due to the screwing of the nut 8 is made sufficiently large, the outer peripheral surface of the rubber tubular body 2 and the inner surface of the ground penetration hole 11 are in close contact with each other and the inner peripheral surface of the hollow portion 3 and the bolt 5 are attached. Due to the close contact with the outer peripheral surface of the ground, the ground penetration hole 11 can be reliably sealed in a watertight manner.

【0007】 こうして、本考案の目的である「湧水を確実に止めるゴム栓」の提供を達成す ることができる。Thus, it is possible to achieve the object of the present invention to provide a "rubber stopper that reliably stops spring water".

【0008】[0008]

【実施例】【Example】

図4は、逆止弁付きとしたゴム栓20の一実施例を示す。図1のボルト5の替り に中空ボルト21を用いる。ゴム筒体2及び座金4の対に中空ボルト21を貫通させ 、そのボルト頭部6を一方の座金4に座着させ、そのねじ先7に螺合したナット 8を他方の座金4まで緩くねじ込む。ねじ先側先端が弁口24付き弁座壁24aで閉 鎖された弁室22を、中空ボルト21の中空部分に形成する。例えばコイルばねから なるばね26の一端を弁口24に臨ませ、その他端を弁室22内に係止する。図示例で は、弁室22の一端と中空ボルト21の中空部との間に段部状のばね座25を設け、ば ね26の前記他端をばね座25に止めている。弁口24を開閉するための弁体23をばね 26の前記一端に接触させ、ばね26により弁体23を弁口24の方向へ押圧する。ばね 26の弾性力を適当に選び、常時はその弾性力で弁体23を押圧して弁口24を閉じる 。上記構造の逆止弁付きゴム栓20のねじ先7側からねじ頭部6側へ一定以上の大 きな圧力が矢印Gのように印加された時に、ばね26の弾性及び湧水Wの水圧に抗 して弁体23を弁口24から離し、弁口24を開くようにする。 FIG. 4 shows an embodiment of the rubber stopper 20 with a check valve. A hollow bolt 21 is used instead of the bolt 5 in FIG. A hollow bolt 21 is passed through a pair of a rubber cylinder 2 and a washer 4, and a bolt head 6 is seated on one washer 4, and a nut 8 screwed to a screw tip 7 is loosely screwed to the other washer 4. . A valve chamber (22) whose tip on the screw tip side is closed by a valve seat wall (24a) with a valve port (24) is formed in a hollow portion of a hollow bolt (21). For example, one end of a spring 26, which is a coil spring, faces the valve opening 24 and the other end is locked in the valve chamber 22. In the illustrated example, a stepped spring seat 25 is provided between one end of the valve chamber 22 and the hollow portion of the hollow bolt 21, and the other end of the spring 26 is fixed to the spring seat 25. The valve element 23 for opening and closing the valve opening 24 is brought into contact with the one end of the spring 26, and the spring 26 presses the valve element 23 toward the valve opening 24. The elastic force of the spring 26 is appropriately selected, and the elastic force normally presses the valve body 23 to close the valve opening 24. When a large pressure above a certain level is applied from the screw tip 7 side of the rubber plug 20 with a check valve having the above structure to the screw head 6 side as shown by an arrow G, the elasticity of the spring 26 and the water pressure of the spring water W. Against this, the valve body 23 is separated from the valve opening 24 so that the valve opening 24 is opened.

【0009】 逆止弁付きゴム栓20の一用途を示す図5において、中空ボルト21のボルト頭部 6を地盤9側として地盤貫入孔11へ差込み、ナット8を充分にねじ込めば、径方 向に膨張したゴム筒体2と弁口24に押圧された弁体23とによって、地盤貫入孔11 を地盤9の湧水Wに対して水封に封止することができる。この状態で、セメント ミルク28等のグラウト材をマニホルド16によって図4の矢印Gのように前記一定 圧以上の高圧で中空ボルト21のねじ先7へ地盤9の方向へ注入すると、この圧力 により弁体23を弁口24から離し、弁口24を開き、グラウト材をばね23の空隙及び 中空ボルト21の中空部3を介して、地盤9へ注入することができる。グラウト注 入完了時に、マニホルド16を逆止弁付きゴム栓20から取外しグラウト圧力をなく せば、ばね26が弁体23を弁座壁24aへ押圧して弁口24を閉じ、湧水Wの漏水を阻 止し、逆止弁としての機能を果す。図6(B)の流れ図におけるステップ610は、 以上説明した一段式注入方法を示す。必要に応じ、図2(B)のようなキャッピン グをステップ611で行ってもよい。Referring to FIG. 5 showing one application of the rubber plug 20 with a check valve, if the bolt head 6 of the hollow bolt 21 is inserted into the ground penetration hole 11 with the ground 9 side, and the nut 8 is screwed in sufficiently, By the rubber cylinder 2 which is expanded in the direction and the valve body 23 which is pressed by the valve port 24, the ground penetration hole 11 can be sealed with the spring water W of the ground 9 in a water seal. In this state, a grout material such as cement milk 28 is injected into the screw tip 7 of the hollow bolt 21 toward the ground 9 by the manifold 16 at a high pressure above the predetermined pressure as shown by an arrow G in FIG. The body 23 can be separated from the valve opening 24, the valve opening 24 can be opened, and the grout material can be injected into the ground 9 through the gap of the spring 23 and the hollow portion 3 of the hollow bolt 21. At the completion of grout injection, if the manifold 16 is removed from the rubber plug 20 with a check valve to eliminate the grout pressure, the spring 26 presses the valve body 23 against the valve seat wall 24a and closes the valve opening 24, so that the spring W Prevents water leakage and functions as a check valve. Step 610 in the flowchart of FIG. 6B shows the one-step injection method described above. If necessary, the capping as shown in FIG. 2B may be performed in step 611.

【0010】 図7及び図9は従来の多段式グラウチングの手順を示す。ステップ701及び702 でグラウト注入作業の最終ステージグラウト完了時に、注入孔口より湧水ありと 判断された時は、ステップ703で口元スクリューパッカー29を図9(B)のように セットし、ステップ704で穴埋めグラウトを行い、終了後マニホルド及び口元ス クリューパッカーをステップ705で取外し、ステップ706で湧水が止まったか否か 判断し、湧水が止まるまで、ステップ703〜705の穴埋めグラウトを繰返す。ステ ップ706で湧水が止まったと判断されても、図3により既に説明したビニールホ ースと急結材による処置を図7のステップ707のように行わなければならない場 合がある。なお、ステップ702において湧水なしと判断された場合には、直ちに ステップ708のキャッピングを行うことができる。FIG. 7 and FIG. 9 show a procedure of conventional multi-stage grouting. At the end of grout injection work in steps 701 and 702, when it is determined that there is spring water from the injection hole at the time of completing the grout, set the mouth screw packer 29 in step 703 as shown in FIG. After completing the steps, remove the manifold and the screw packer at the mouth in step 705, determine in step 706 whether the spring water has stopped, and repeat the step 703 to 705 until the spring water stops. Even if it is determined in step 706 that the spring water has stopped, it may be necessary to perform the treatment with the vinyl hose and the quick-connecting material already described with reference to FIG. 3 as in step 707 of FIG. 7. If it is determined in step 702 that there is no spring water, the capping in step 708 can be performed immediately.

【0011】 本考案の逆止弁付きゴム栓20を用いて、グラウト注入作業の最終ステージグラ ウト完了時に湧水がある場合の水漏れ止め手順を図6(A)に示す。図6(A)のス テップ602で湧水ありと判断された時は、図6(A)のステップ603で図8(A)に示 すように口元スクリューパッカー29の先に逆止弁付きゴム栓20を接続した注入装 置を地盤貫入孔11に装填し、ステップ604の穴埋めグラウトを行う。穴埋めグラ ウト完了時にステップ605の口元スクリューパッカー29の取外しを行い、湧水W による水漏れの有無を判断することなく直ちにステップ606のキャッピングに進 むことができる。逆止弁付きゴム栓20が確実に湧水を封止するからである。即ち 、逆止弁付きゴム栓20を使うことにより、図7のステップ703〜705の繰返し及び ステップ707の面倒な処置を要さずに高い水封効果を得ることができる。FIG. 6 (A) shows a procedure for preventing water leakage when there is spring water at the completion of the final stage grout of the grout injection work using the rubber stopper 20 with a check valve of the present invention. When it is determined that there is spring water at step 602 in FIG. 6 (A), in step 603 in FIG. 6 (A), as shown in FIG. 8 (A), a check valve is attached at the tip of the mouth screw packer 29. The injection device to which the rubber stopper 20 is connected is loaded into the ground penetration hole 11, and the hole filling grout in step 604 is performed. When the hole filling grout is completed, the screw packer 29 at the mouth is removed in step 605, and the capping can be immediately proceeded to in step 606 without determining whether or not there is a water leak due to the spring water W. This is because the rubber plug 20 with a check valve reliably seals the spring water. That is, by using the rubber plug 20 with a check valve, a high water-sealing effect can be obtained without repeating the steps 703 to 705 of FIG. 7 and the troublesome procedure of the step 707.

【0012】 図10は、本考案の差動逆止弁40の一例を示す。この差動逆止弁40をボーリン グ用中空ロッド50とボーリングビット51との間に取付け、高圧グラウト材を図1 0の矢印Pのように圧入する時には、そのグラウト材をノズル52から噴出し、グ ラウチング終了時には湧水Wによる漏水を阻止する。弁箱筒体41の外径を地盤貫 入孔11と同一径又はそれより小径とし、その弁箱筒体41を横断してその内部に弁 口44付きで平らな弁座壁43を設ける。弁箱筒体41の内部に弁座壁43から弁箱筒体 41の軸方向に間隙を隔てて弁座壁43と平行に貫通孔47付き対向壁46を設ける。前 記間隙内に弁箱筒体41の軸方向に可動な弁体48を設け、その弁体48に対向壁側受 圧面と弁口44に当接可能な弁口側受圧面とを形成する。弁体48の位置の如何に拘 らず対向壁46の貫通孔47を導通状態に保つ。対向壁46側から働く力が弁座壁43側 から働く力より大きい時は弁体48の弁口側受圧面を弁座壁43に当接させて弁口44 を閉じ、対向壁46側から働く力に比し所定値以上大きな力が弁座壁43側から弁体 48に働く時に、弁体48を弁口44から離し弁口44を開く。FIG. 10 shows an example of the differential check valve 40 of the present invention. This differential check valve 40 is mounted between the hollow boring rod 50 and the boring bit 51, and when the high pressure grout material is press-fit as shown by the arrow P in FIG. 10, the grout material is ejected from the nozzle 52. At the end of grouting, prevent leakage of water by spring W. The outer diameter of the valve box cylinder 41 is made the same as or smaller than that of the ground penetration hole 11, and a flat valve seat wall 43 with a valve port 44 is provided inside the valve box cylinder 41 so as to cross the valve box cylinder 41. An opposed wall 46 with a through hole 47 is provided inside the valve box cylinder 41 in parallel with the valve seat wall 43 with a gap from the valve seat wall 43 in the axial direction of the valve box cylinder 41. A valve body 48 that is movable in the axial direction of the valve box tubular body 41 is provided in the above-mentioned gap, and the valve body 48 has a pressure-receiving surface on the side of the opposing wall and a pressure-receiving surface on the side of the valve port that can contact the valve port 44. . Regardless of the position of the valve body 48, the through hole 47 of the opposing wall 46 is kept in a conductive state. When the force acting from the facing wall 46 side is larger than the force acting from the valve seat wall 43 side, the valve opening side pressure receiving surface of the valve body 48 is brought into contact with the valve seat wall 43 to close the valve opening 44, and the facing wall 46 side is closed. When a force larger than a predetermined value by a predetermined value or more acts on the valve body 48 from the valve seat wall 43 side, the valve body 48 is separated from the valve opening 44 and the valve opening 44 is opened.

【0013】 図示例では、弁座壁43と対向壁46との間隙を可変圧力室42とし、弁座壁43及び 対向壁46の中心部に案内孔45を穿ち、弁体48の中心部から反対方向に延びる案内 棒49a、49bを弁座壁43及び対向壁46の案内孔45に遊嵌する。In the illustrated example, the gap between the valve seat wall 43 and the opposing wall 46 is a variable pressure chamber 42, a guide hole 45 is formed in the center of the valve seat wall 43 and the opposing wall 46, and Guide rods 49a and 49b extending in opposite directions are loosely fitted in the guide holes 45 of the valve seat wall 43 and the opposing wall 46.

【0014】 図11は、パッカー29と差動逆止弁40とを組合わせ、空気管53とグラウト管54 とをパッカー29を介して差動逆止弁40へ接続し、ボーリング孔55にグラウト材G を注入する方式の逆止弁付き注入装置を示す。パッカー29として、スクリューパ ッカー、エアパッカーその他の各種パッカーを使える。その作用は、図5を参照 し既に説明した通りである。図11の場合、グラウチング作業の完了近くにグラ ウトGに替え水を注入することにより、注入用ホースを洗浄することができる。In FIG. 11, the packer 29 and the differential check valve 40 are combined, the air pipe 53 and the grout pipe 54 are connected to the differential check valve 40 through the packer 29, and the grout hole 55 is provided with a grout hole 55. The injection device with a check valve of the type | system | group which injects the material G. As the packer 29, a screw packer, an air packer, and various other packers can be used. The operation is as described above with reference to FIG. In the case of FIG. 11, the injection hose can be washed by injecting water into the grout G near the completion of the grouting work.

【0015】 図13及び14は、水力発電所のペンストック等の水圧トンネル60における従 来のコンジットボックス取付け方法を示す。このコンジットボックスは、水圧ト ンネル60が低圧の時に地山等の地盤9から水圧トンネル60への漏水を許すが、水 圧トンネル60が高圧の時に水圧トンネル60から地盤9への漏水を禁ずる。従来の コンジットボックス取付け方法では図14に示すように、コンクリート壁等の壁 体10にパイプ61用の小径孔を削孔するステップ、逆止弁63用の大径孔を削孔する ステップ、パイプを布設するステップ、及び逆止弁を布設するステップの4段階 作業が必要であった。また、図13(B)に示すような機械的構造の逆止弁63は、 その取付け傾斜角によっては正常に動作しない場合があり、取付け角度が制限さ れる。FIGS. 13 and 14 show a conventional conduit box mounting method in a hydraulic tunnel 60, such as a penstock of a hydroelectric power plant. This conduit box allows water to leak from the ground 9 such as the ground to the hydraulic tunnel 60 when the hydraulic tunnel 60 has a low pressure, but prohibits water from leaking from the hydraulic tunnel 60 to the ground 9 when the hydraulic tunnel 60 has a high pressure. In the conventional conduit box mounting method, as shown in FIG. 14, a step of drilling a small diameter hole for a pipe 61, a step of drilling a large diameter hole for a check valve 63, and a pipe are performed on a wall body 10 such as a concrete wall. It was necessary to work in four stages: the step of laying the check valve and the step of laying the check valve. Further, the check valve 63 having a mechanical structure as shown in FIG. 13 (B) may not operate normally depending on its mounting inclination angle, and the mounting angle is limited.

【0016】 図12は、本考案のゴム栓1と差動逆止弁40との組合わせにより、コンジット ボックスの取付け工程を簡単化し、しかも取付け角度の制限をなくした構造を示 す。図12(B)を参照するに、本考案の差動逆止弁付き水封ゴム栓は、地盤貫入 孔11に緩入する外径の中空ゴム筒体2、ゴム筒体2の両端を覆う中心孔付き座金 4の対、地盤側の座金4に座着するボルト頭部6を有し且つ座金4の対の中心孔 及びゴム筒体2の中空部3を貫通する中空ボルト21、中空ボルト21のねじ先7に 螺合するナット8、中空ボルト21のねじ先7に嵌合してゴム筒体2と実質上同軸 的に延びる弁箱筒体41、弁箱筒体41を横断してその内部に設けた弁口44付きで平 らな弁座壁43、弁箱筒体41の内部に弁座壁43から弁箱筒体41の軸方向に間隙を隔 てて弁座壁43と平行に設けた貫通孔47付き対向壁46、及び前記間隙において弁箱 筒体41の軸方向に可動であり且つ対向壁側受圧面と弁口44に当接可能な弁口側受 圧面とを有する弁体48を備えてなるものである。ナット8の中空ボルト21へのね じ込みによりゴム筒体2を中心軸長さ方向に圧縮して径方向に膨張させることに よりゴム筒体2を地盤貫入孔11及び中空ボルト21に密着させて地盤貫入孔11を水 密に封止し、弁体48の位置の如何に拘らず対向壁46の貫通孔47を導通させ、対向 壁側46から働く力が弁座壁43側から働く力より大きい時は弁体48の弁口側受圧面 を弁座壁43に当接させて弁口44を閉じ、対向壁46側から働く力に比し所定値以上 大きな力が弁座壁43側から弁体48に働く時に該弁体48を弁口44から離し弁口44を 開く。FIG. 12 shows a structure in which the combination of the rubber stopper 1 and the differential check valve 40 of the present invention simplifies the process of mounting the conduit box and eliminates the restriction of the mounting angle. Referring to FIG. 12 (B), the water seal rubber stopper with a differential check valve of the present invention covers both ends of the hollow rubber tubular body 2 having an outer diameter which is loosely inserted into the ground penetration hole 11 and the rubber tubular body 2. Hollow bolt 21, hollow bolt having a pair of washers 4 with central holes, bolt heads 6 seated on the washer 4 on the ground side, and penetrating the central hole of the pair of washers 4 and the hollow portion 3 of the rubber cylinder 2. A nut 8 which is screwed into the screw tip 7 of 21 and a valve box cylinder 41 which fits into the screw tip 7 of the hollow bolt 21 and extends substantially coaxially with the rubber cylinder 2 and traverses the valve box cylinder 41. A flat valve seat wall 43 with a valve port 44 provided therein, and a valve seat wall 43 inside the valve box tubular body 41 with a gap from the valve seat wall 43 in the axial direction of the valve box tubular body 41. The opposing wall 46 with the through hole 47 provided in parallel, and the valve wall side pressure receiving surface movable in the axial direction of the valve box cylinder 41 in the gap and facing the opposing wall and the valve opening side pressure receiving surface. With valve body 48 having Is shall. By screwing the nut 8 into the hollow bolt 21, the rubber cylinder 2 is compressed in the central axis length direction and expanded in the radial direction so that the rubber cylinder 2 is brought into close contact with the ground penetration hole 11 and the hollow bolt 21. The ground penetration hole 11 is watertightly sealed, the through hole 47 of the opposing wall 46 is made conductive regardless of the position of the valve body 48, and the force acting from the opposing wall side 46 acts from the valve seat wall 43 side. When it is larger, the valve opening side pressure receiving surface of the valve body 48 is brought into contact with the valve seat wall 43 to close the valve opening 44, and a force larger than a predetermined value compared with the force acting from the facing wall 46 side is larger than the valve seat wall 43 side. When acting on the valve body 48 from the valve body 48, the valve body 48 is separated from the valve opening 44 and the valve opening 44 is opened.

【0017】 本考案の差動逆止弁40付き水封ゴム栓1を図12(A)、(B)のように取付ける ことにより、コンジットボックスの機能を果すことができる。図中の符号62は、 キャッピングのためのコーキングである。しかもこの差動逆止弁40付き水封ゴム 栓1は、図12(C)に示すように、壁体10の削孔と差動逆止弁付き水封ゴム栓の 取付けの2段階工程で取付けることができ、しかも取付け向きに関する制限がな い。By mounting the water seal rubber plug 1 with the differential check valve 40 of the present invention as shown in FIGS. 12 (A) and 12 (B), the function of the conduit box can be achieved. Reference numeral 62 in the figure is caulking for capping. Moreover, as shown in FIG. 12C, the water seal rubber plug 1 with the differential check valve 40 is a two-step process of drilling the wall body 10 and attaching the water seal rubber plug with the differential check valve. It can be installed, and there are no restrictions on the installation direction.

【0018】[0018]

【考案の効果】[Effect of device]

以上詳細に説明した様に、本考案の地盤貫入孔の水封ゴム栓は、ゴム筒体をボ ルトとナットで径方向に膨張させて水封するので、次の顕著な効果を奏する。 (イ)簡単な構造で確実な水封をすることができる。 (ロ)低コストで製作できる。 (ハ)取付け作業及び調整操作が容易である。 (ニ)差動式のグラウト注入弁に利用することができる。 (ホ)水圧トンネルのコンジットボックスの改善に利用することができる。 As described in detail above, the water sealing rubber plug of the ground penetration hole of the present invention has the following remarkable effects because the rubber tubular body is radially expanded by the bolt and the nut to be water sealed. (A) A simple structure enables reliable water sealing. (B) It can be manufactured at low cost. (C) Installation work and adjustment operation are easy. (D) It can be used for a differential type grout injection valve. (E) It can be used to improve the conduit box of a hydraulic tunnel.

【提出日】平成7年8月2日[Submission date] August 2, 1995

【手続補正3】[Procedure 3]

【補正対象書類名】明細書[Document name to be amended] Statement

【補正対象項目名】0012[Correction target item name] 0012

【補正方法】変更[Correction method] Change

【補正内容】[Correction content]

【0012】図10は、本考案のゴム栓1と組合せ可能な差動逆止弁40の一例を
示す。図示例では、この差動逆止弁40をボーリング用中空ロッド50とボーリング
ビット51との間に取付け、高圧グラウト材を図10の矢印Pのように圧入する時
には、そのグラウト材をノズル52から噴出し、グラウチング終了時には湧水Wに
よる漏水を阻止する。弁箱筒体41の外径を地盤貫入孔11と同一径又はそれより小
径とし、その弁箱筒体41を横断してその内部に弁口44付きで平らな弁座壁43を設
ける。弁箱筒体41の内部に弁座壁43から弁箱筒体41の軸方向に間隙を隔てて弁座
壁43と平行に貫通孔47付き対向壁46を設ける。前記間隙内に弁箱筒体41の軸方向
に可動な弁体48を設け、その弁体48に対向壁側受圧面と弁口44に当接可能な弁口
側受圧面とを形成する。弁体48の位置の如何に拘らず対向壁46の貫通孔47を導通
状態に保つ。対向壁46側から働く力が弁座壁43側から働く力より大きい時は弁体
48の弁口側受圧面を弁座壁43に当接させて弁口44を閉じ、対向壁46側から働く力
に比し所定値以上大きな力が弁座壁43側から弁体48に働く時に、弁体48を弁口44
から離し弁口44を開く。
FIG. 10 shows an example of a differential check valve 40 which can be combined with the rubber stopper 1 of the present invention. In the illustrated example, the differential check valve 40 is attached between the hollow rod 50 for boring and the boring bit 51, and when the high pressure grout material is press-fit as shown by an arrow P in FIG. At the end of jetting and grouting, leakage of water by spring W is prevented. The outer diameter of the valve box cylinder (41) is made the same as or smaller than that of the ground penetration hole (11), and a flat valve seat wall (43) with a valve port (44) is provided inside the valve box cylinder (41) across the valve box cylinder (41). An opposed wall 46 with a through hole 47 is provided inside the valve box cylinder 41 in parallel with the valve seat wall 43 with a gap from the valve seat wall 43 in the axial direction of the valve box cylinder 41. A valve body (48) that is movable in the axial direction of the valve box cylinder body (41) is provided in the gap, and the valve body (48) has a pressure receiving surface on the opposite wall side and a valve mouth side pressure receiving surface that can contact the valve opening (44). Regardless of the position of the valve body 48, the through hole 47 of the opposing wall 46 is kept in a conductive state. When the force acting from the opposing wall 46 side is larger than the force acting from the valve seat wall 43 side, the valve body
The valve port side pressure receiving surface of 48 is brought into contact with the valve seat wall 43 to close the valve port 44, and a force greater than a predetermined value is exerted on the valve body 48 from the valve seat wall 43 side compared to the force exerted from the opposing wall 46 side. Sometimes the valve body 48
And the valve opening 44 is opened.

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

【図1】は本考案の一実施例の断面図である。FIG. 1 is a sectional view of an embodiment of the present invention.

【図2】は本考案のゴム栓による壁面水封の説明図であ
る。
FIG. 2 is an explanatory view of a wall water seal using a rubber stopper of the present invention.

【図3】は従来技術による壁面水封の説明図である。FIG. 3 is an explanatory view of a wall water seal according to a conventional technique.

【図4】は本考案の逆止弁付きゴム栓の断面図である。FIG. 4 is a sectional view of a rubber plug with a check valve according to the present invention.

【図5】は逆止弁付きゴム栓による壁面水封の説明図で
ある。
FIG. 5 is an explanatory diagram of wall water sealing using a rubber stopper with a check valve.

【図6】は逆止弁付きゴム栓による壁面水封作業の流れ
図である。
FIG. 6 is a flow chart of a wall water sealing work using a rubber stopper with a check valve.

【図7】は従来技術による湧水止め作業の流れ図であ
る。
FIG. 7 is a flow chart of a spring stop work according to the related art.

【図8】は逆止弁付きゴム栓による壁面水封作業の二段
階の説明図である。
FIG. 8 is a two-stage explanatory view of a wall water sealing operation using a rubber plug with a check valve.

【図9】は従来技術による壁面水封作業の三段階の説明
図である。
FIG. 9 is an explanatory view of three stages of wall surface water sealing work according to the prior art.

【図10】は本考案の差動逆止弁の断面図である。FIG. 10 is a sectional view of the differential check valve of the present invention.

【図11】は本考案の差動逆止弁を用いたグラウト注入
弁の説明図である。
FIG. 11 is an explanatory view of a grout injection valve using the differential check valve of the present invention.

【図12】は本考案利用のコンジットボックスの説明図
である。
FIG. 12 is an explanatory diagram of a conduit box used in the present invention.

【図13】は水圧トンネルの従来のコンジットボックス
の説明図である。
FIG. 13 is an explanatory diagram of a conventional conduit box for a hydraulic tunnel.

【図14】は上記従来のコンジットボックスの設置作業
の流れ図である。
FIG. 14 is a flowchart of the above-mentioned conventional conduit box installation work.

【符号の説明】[Explanation of symbols]

1 ゴム栓 2 ゴム筒体 3 中空部 4 座金 5 ボルト 6 ボルト頭部 7 ねじ先 8 ナット 9 地盤 10 壁体 11 孔 13 セメントミルク 14 急結セメント 15 パッカー付きマニホルド 16 マニホルド 17 ビニールホース 20 逆止弁付きゴム栓 21 中空ボルト 22 弁室 23 弁体 24 弁座 26 ばね 29 パッカー 30 キャッピング 40 差動逆止弁 41 弁箱筒体 42 可変圧力室 43 弁座壁 44 弁口 45 案内孔 46 対向壁 47 貫通口 48 弁体 49a、49b 案内棒 50 ボーリング中空ロッド 51 ボーリングビット 52 ノズル 53 空気管 54 グラウト管 55 ボーリング孔 60 水圧トンネル 61 パイプ 62 コーキング 63 逆止弁。 1 Rubber stopper 2 Rubber cylinder 3 Hollow part 4 Washer 5 Bolt 6 Bolt head 7 Screw tip 8 Nut 9 Ground 10 Wall body 11 Hole 13 Cement milk 14 Quick-setting cement 15 Manifold with packer 16 Manifold 17 Vinyl hose 20 Check valve Rubber stopper with 21 Hollow bolt 22 Valve chamber 23 Valve body 24 Valve seat 26 Spring 29 Packer 30 Capping 40 Differential check valve 41 Valve box cylinder 42 Variable pressure chamber 43 Valve seat wall 44 Valve opening 45 Guide hole 46 Opposing wall 47 Through hole 48 Valve bodies 49a, 49b Guide rod 50 Boring hollow rod 51 Boring bit 52 Nozzle 53 Air pipe 54 Grout pipe 55 Boring hole 60 Hydraulic tunnel 61 Pipe 62 Caulking 63 Check valve.

─────────────────────────────────────────────────────
─────────────────────────────────────────────────── ───

【手続補正書】[Procedure amendment]

【提出日】平成7年8月2日[Submission date] August 2, 1995

【手続補正2】[Procedure Amendment 2]

【補正対象書類名】明細書[Document name to be amended] Statement

【補正対象項目名】実用新案登録請求の範囲[Name of item to be amended] Scope of utility model registration request

【補正方法】変更[Correction method] Change

【補正内容】[Correction content]

【実用新案登録請求の範囲】[Scope of utility model registration request]

Claims (5)

【実用新案登録請求の範囲】[Scope of utility model registration request] 【請求項1】地盤に貫入する孔を水封するゴム栓におい
て、前記孔に緩入する外径の中空ゴム筒体、前記ゴム筒
体の両端を覆う中心孔付き座金対、一方の前記座金に座
着するボルト頭部を有し且つ前記座金対の中心孔及びゴ
ム筒体の中空部を貫通するボルト、及び前記ボルトのね
じ先に螺合するナットを備え、前記ナットのボルトへの
ねじ込みにより前記ゴム筒体を中心軸方向に圧縮して径
方向に膨張させることによりゴム筒体を孔及びボルトに
密着させて地盤貫入孔を水密に封止する地盤貫入孔の水
封ゴム栓。
1. A rubber stopper for water-sealing a hole penetrating into the ground, a hollow rubber tubular body having an outer diameter that loosely fits into the hole, a pair of washers with a central hole covering both ends of the rubber tubular body, and one of the washers. A bolt having a bolt head to be seated on and penetrating the center hole of the washer pair and the hollow portion of the rubber cylinder, and a nut screwed into the screw tip of the bolt, and screwing the nut into the bolt A water-sealing rubber plug for a ground penetration hole that seals the ground penetration hole in a watertight manner by compressing the rubber cylinder in the central axis direction and expanding the rubber cylinder in the radial direction so that the rubber cylinder is brought into close contact with the hole and the bolt.
【請求項2】請求項1のゴム栓において、前記ボルトを
中空ボルトとし、前記ボルトの中空部分にねじ先側先端
が弁口付き弁座壁で閉鎖された弁室を形成し、ばねの一
端を前記弁口に臨ませその他端を弁室内に係止し、前記
弁口を開閉する弁体を前記ばねの前記一端に保持し、常
時は前記ばねにより弁体を弁口に押圧して弁口を閉じ、
前記ねじ先側からねじ頭部側へ一定以上の大きな圧力が
働いた時に前記ばねに抗して弁体を弁口から離し弁口を
開いてなる逆止弁付きゴム栓。
2. The rubber plug according to claim 1, wherein the bolt is a hollow bolt, and a valve chamber having a screw tip end closed by a valve seat wall with a valve opening is formed in a hollow portion of the bolt, and one end of a spring is formed. To the valve opening, the other end is locked in the valve chamber, the valve body that opens and closes the valve opening is held at the one end of the spring, and the spring normally presses the valve body against the valve opening. Close your mouth,
A rubber plug with a check valve, which opens the valve opening by separating the valve body from the valve opening against the spring when a large pressure of a certain amount or more acts from the screw tip side to the screw head side.
【請求項3】地盤に貫入する孔と同一径又はそれより小
径の弁箱筒体、前記弁箱筒体を横断してその内部に設け
た弁口付きで平らな弁座壁、前記弁箱筒体の内部に前記
弁座壁から弁箱筒体軸方向に間隙を隔てて該弁座壁と平
行に設けた貫通孔付き対向壁、及び前記間隙において弁
箱筒体の軸方向に可動であり且つ対向壁側受圧面と前記
弁口に当接可能な弁口側受圧面とを有する弁体を備え、
前記弁体の位置の如何に拘らず前記対向壁の貫通孔を導
通させ、前記対向壁側から働く力が前記弁座壁側から働
く力より大きい時は前記弁体の弁口側受圧面を弁座壁に
当接させて前記弁口を閉じ、前記対向壁側から働く力に
比し所定値以上大きな力が前記弁座壁側から前記弁体に
働く時に該弁体を弁口から離し弁口を開いてなる地盤貫
入孔用の差動逆止弁。
3. A valve box cylinder having a diameter equal to or smaller than that of a hole penetrating into the ground, a flat valve seat wall with a valve opening provided inside the valve box crossing the valve box cylinder, and the valve box. An opposed wall with a through hole provided inside the tubular body in parallel to the valve seat wall with a gap from the valve seat wall in the axial direction of the valve box tubular body, and in the axial direction movable in the axial direction of the valve box tubular body. And a valve body having a facing wall-side pressure receiving surface and a valve opening-side pressure receiving surface capable of contacting the valve opening,
Regardless of the position of the valve element, the through hole of the opposing wall is made conductive, and when the force acting from the opposing wall side is larger than the force acting from the valve seat wall side, the valve port side pressure receiving surface of the valve element is The valve opening is closed by abutting against the valve seat wall, and the valve body is separated from the valve opening when a force larger than a predetermined value is applied to the valve body from the valve seat wall side compared to the force acting from the opposing wall side. Differential check valve for ground penetration hole with open valve opening.
【請求項4】請求項3の差動逆止弁において、前記弁座
壁及び対向壁にそれぞれ案内孔を穿ち、前記弁体の両面
に前記案内孔に摺動自在に嵌入する案内棒を設けてなる
地盤貫入孔用の差動逆止弁。
4. The differential check valve according to claim 3, wherein guide holes are provided in the valve seat wall and the opposing wall, and guide rods slidably fitted in the guide holes are provided on both surfaces of the valve body. Differential check valve for ground penetration hole.
【請求項5】地盤へ貫入する孔を水封するゴム栓におい
て、前記孔に緩入する外径の中空ゴム筒体、前記ゴム筒
体の両端を覆う中心孔付き座金対、地盤側の前記座金に
座着するボルト頭部を有し且つ前記座金対の中心孔及び
ゴム筒体の中空部を貫通する中空ボルト、前記中空ボル
トのねじ先に螺合するナット、前記中空ボルトのねじ先
部に嵌合して前記ゴム筒体と同軸的に延びる弁箱筒体、
前記弁箱筒体を横断してその内部に設けた弁口付きで平
らな弁座壁、前記弁箱筒体の内部に前記弁座壁から弁箱
筒体軸方向に間隙を隔てて該弁座壁と平行に設けた貫通
孔付き対向壁、及び前記間隙において前記弁箱筒体の軸
方向に可動であり且つ対向壁側受圧面と前記弁口に当接
可能な弁口側受圧面とを有する弁体を備え、前記ナット
の中空ボルトへのねじ込みにより前記ゴム筒体を中心軸
方向に圧縮して径方向に膨張させることによりゴム筒体
を前記孔及び中空ボルトに密着させて前記孔を水密に封
止し、前記弁体の位置の如何に拘らず前記対向壁の貫通
孔を導通させ、前記対向壁側から働く力が前記弁座壁側
から働く力より大きい時は前記弁体の弁口側受圧面を弁
座壁に当接させて前記弁口を閉じ、前記対向壁側から働
く力に比し所定値以上の大きな力が前記弁座壁側から前
記弁体に働く時に該弁体を弁口から離し弁口を開いてな
る地盤貫入孔の差動逆止弁付き水封ゴム栓。
5. A rubber stopper for water-sealing a hole penetrating into the ground, a hollow rubber tubular body having an outer diameter which loosely fits into the hole, a pair of washers with a central hole covering both ends of the rubber tubular body, and the ground side said A hollow bolt having a bolt head seated on a washer and penetrating the center hole of the washer pair and the hollow portion of the rubber cylinder, a nut screwed into a screw tip of the hollow bolt, and a screw tip portion of the hollow bolt. A valve box tubular body which is fitted to and extends coaxially with the rubber tubular body,
A flat valve seat wall with a valve opening provided inside the valve box cylinder, the valve being inside the valve box cylinder with a gap from the valve seat wall in the axial direction of the valve box cylinder. A counter wall with a through hole provided in parallel with the seat wall, and a counter wall side pressure receiving surface movable in the axial direction of the valve box cylinder in the gap and a valve port side pressure receiving surface capable of contacting the valve opening. A valve body having, and by screwing the nut into the hollow bolt, the rubber cylinder is compressed in the central axis direction and expanded in the radial direction so that the rubber cylinder is brought into close contact with the hole and hollow bolt. Is watertightly sealed, the through hole of the facing wall is made to conduct regardless of the position of the valve body, and when the force acting from the facing wall side is larger than the force acting from the valve seat wall side, the valve body The valve-side pressure receiving surface of the valve seat is brought into contact with the valve seat wall to close the valve port, and a predetermined value is compared with the force acting from the opposing wall side. Large force differential check valve with water sealing rubber stopper of the ground penetration hole formed by opening the valve port releases the valve body from the valve port when acting on the valve body from the valve seat wall side of the upper.
JP1995001685U 1995-03-10 1995-03-10 Water seal rubber stopper for ground penetration hole Expired - Lifetime JP3019261U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP1995001685U JP3019261U (en) 1995-03-10 1995-03-10 Water seal rubber stopper for ground penetration hole

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP1995001685U JP3019261U (en) 1995-03-10 1995-03-10 Water seal rubber stopper for ground penetration hole

Publications (1)

Publication Number Publication Date
JP3019261U true JP3019261U (en) 1995-12-12

Family

ID=43154679

Family Applications (1)

Application Number Title Priority Date Filing Date
JP1995001685U Expired - Lifetime JP3019261U (en) 1995-03-10 1995-03-10 Water seal rubber stopper for ground penetration hole

Country Status (1)

Country Link
JP (1) JP3019261U (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR101223097B1 (en) 2012-08-16 2013-01-17 극동일렉콤주식회사 Cable penetration sealing system for shielding electromagnetic wave
CN115478703A (en) * 2022-10-17 2022-12-16 四川大学 Method for preventing frost heaving cracking of concrete hole

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR101223097B1 (en) 2012-08-16 2013-01-17 극동일렉콤주식회사 Cable penetration sealing system for shielding electromagnetic wave
CN115478703A (en) * 2022-10-17 2022-12-16 四川大学 Method for preventing frost heaving cracking of concrete hole
CN115478703B (en) * 2022-10-17 2024-05-10 四川大学 Method for preventing frost heaving and cracking of concrete holes

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