JP5714447B2 - Water stop device at underground entrance - Google Patents

Water stop device at underground entrance Download PDF

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JP5714447B2
JP5714447B2 JP2011179133A JP2011179133A JP5714447B2 JP 5714447 B2 JP5714447 B2 JP 5714447B2 JP 2011179133 A JP2011179133 A JP 2011179133A JP 2011179133 A JP2011179133 A JP 2011179133A JP 5714447 B2 JP5714447 B2 JP 5714447B2
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waterproof sheet
water
water stop
underground
entrance
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JP2013040518A (en
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晋平 石橋
晋平 石橋
孝昌 宮近
孝昌 宮近
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Global Arc Co Ltd
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Description

本発明は洪水等の災害時に地下鉄や地下道への地下入口を地上開口部を含めて止水し、地下への水の流入を防止し得る地下入口の止水装置に関するものである。   The present invention relates to a water stop device for an underground entrance that can prevent the inflow of water into the basement by stopping the underground entrance to a subway or an underground passage including a ground opening during a disaster such as a flood.

従来、構造物の入口両側壁に両端設立柱を設け、当該両端設立柱間の床面下に予め折り畳み収納していた防水シートを上方に引き上げて、当該防水シートの両側上縁を上記両端設立柱に係止することで上記両端設立柱間を当該防水シートで閉鎖し、かつ上記防水シートの両縁部に各々当て柱を押し当てることでシート両端縁部を上記両端設立柱と上記当て柱との間に止水状態に挟持し、当該防水シートによって通路外部から通路内部への水の流入を阻止し、洪水時等の当該通路内地下構造物等への流水を防止する通路止水装置が提案されている(特許文献1)。   Conventionally, both ends of the entrance wall of the structure are provided with pillars at both ends, and the waterproof sheet previously folded and stored below the floor between the pillars at both ends is pulled up, and the upper edges of both sides of the waterproof sheet are established at both ends. By locking to the pillars, the gap between the both ends established pillars is closed with the waterproof sheet, and the both ends of the sheet are pressed against the both edges of the waterproof sheet, so that both ends of the sheet are established with the both ends established pillars and the abutting pillars. Passage water stop device that prevents water from flowing from the outside of the passage to the inside of the passage by the waterproof sheet, and prevents water from flowing into the underground structure in the passage during flooding, etc. Has been proposed (Patent Document 1).

また、洪水時等に地上に設置された地下鉄入口を防水板で閉鎖することで、地下鉄構内への流水を防止する防水板が提案されている(特許文献2)。   In addition, a waterproof plate has been proposed that prevents water flowing into the subway premises by closing a subway entrance installed on the ground in the event of a flood or the like with a waterproof plate (Patent Document 2).

特開2005−226411号公報JP 2005-226411 A 特開平7−247766号公報JP-A-7-247766

ところで、上記特許文献記載の技術は、何れも、通路入口のみを止水するものであるため、地上に設置された地下鉄入口のように、地下入口の地上開口部の周囲にコ字状に壁板を構築した構造物においては、大規模洪水時等において水位が上昇してその壁板の高さ(例えば5m)を超えるおそれがある。   By the way, since all of the techniques described in the above-mentioned patent documents are designed to stop only the passage entrance, a U-shaped wall is formed around the ground opening of the underground entrance, like a subway entrance installed on the ground. In a structure in which a board is constructed, there is a risk that the water level will rise and exceed the height of the wall board (for example, 5 m) during a large-scale flood.

よって、このような大規模な洪水等の場合においても止水対応が可能な止水装置の実現が望まれている。   Therefore, it is desired to realize a water stop device that can respond to water stoppage in the case of such a large-scale flood.

本発明は上記従来の課題に鑑みてなされたものであり、地上に設置された地下鉄入口のような壁板に囲まれた地上開口部を有する構造物において、水位が壁板の高さを超えても地下への流水を防止し得る地下入口の止水装置を提供することを目的とする。   The present invention has been made in view of the above-described conventional problems. In a structure having a ground opening surrounded by a wall plate such as a subway entrance installed on the ground, the water level exceeds the height of the wall plate. However, an object of the present invention is to provide a water stop device for an underground entrance that can prevent water from flowing underground.

上記の目的を達成するため本発明は、
第1に、地上開口部から地下通路が地下に向けて形成され、上記地上開口部の周囲に所定高さの壁板を略コ字状に立設配置し、対向する左右壁板により上記地下通路に向う入口通路が形成された地下入口の止水装置であって、上記左右壁板の両側位置に上記壁板の後端部位置から上記入口通路に至る止水用係合杆を前後方向に各々設けると共に、上記両止水用係合杆の各前端に上記入口通路の地上面に至る左右両端設立柱を立設し、上記左右両端設立柱の設置位置に対応する上記地上面の上記左右壁板間に左右方向凹溝を形成し、後端縁を上記壁板の後端部に止水状態に固定した防水シートを、上記左右の止水用係合杆上に水平に張設すると共に、上記左右両端設立柱の前面に上記防水シートを垂直に張設し、かつ上記防水シートの前端縁を上記左右方向凹溝内に係止し得るように構成し、上記左右の止水用係合杆間に位置する上記防水シートの左右側縁に押え杆を各々圧着固定することにより上記防水シートの水平面における上記左右側縁を止水状態に挟持し、上記左右両端設立柱の前面に位置する上記防水シートの左右側縁に押え柱を各々圧着固定することにより上記防水シートの垂直面における上記左右両側縁を止水状態に挟持し、上記左右方向凹溝内に位置する上記防水シートの上記前端縁に押え横杆を圧着することにより上記防水シートの上記前端縁を止水状態に挟持したものであることを特徴とする地下入口の止水装置により構成される。
In order to achieve the above object, the present invention
First, an underground passage is formed from the ground opening portion toward the basement, and a wall plate having a predetermined height is erected in a substantially U shape around the ground opening portion. A water stop device for an underground entrance in which an entrance passage toward the passage is formed, and a water stop engagement rod extending from the rear end position of the wall plate to the entrance passage is provided in the front-rear direction on both sides of the left and right wall plates. Left and right both-end establishment pillars that reach the ground surface of the inlet passage at the front ends of the both water-stopping engagement rods, and the ground surface corresponding to the installation positions of the left and right both-end establishment pillars. A waterproof sheet with a horizontal groove formed between the left and right wall plates and a rear edge fixed to the rear end of the wall plate in a water-stopped state is stretched horizontally on the left and right water-stopping engagement rods. In addition, the waterproof sheet is vertically stretched in front of the left and right both ends establishment pillars, and the front edge of the waterproof sheet is It is configured to be able to be locked in the left and right direction recessed grooves, and by pressing and fixing the presser hooks to the left and right side edges of the waterproof sheet positioned between the left and right water-stopping engagement ribs, The left and right side edges on the horizontal surface of the waterproof sheet are clamped and fixed to the left and right side edges of the waterproof sheet positioned in front of the left and right ends of the waterproof sheet by sandwiching the left and right side edges in the horizontal plane in a water-stopped state. The front edge of the waterproof sheet is held in a water-stopped state by clamping both sides of the waterproof sheet in a water-stopped state, and pressing a presser foot to the front end edge of the waterproof sheet located in the left and right groove. It is composed of a water stop device at the underground entrance.

地下通路は例えば階段(4)であるが、スロープ等であっても良い。上記止水用係合杆が設けられる上記左右壁板の両側位置とは、例えば上記左右壁板(5,5)の対向面(5”,5”)における壁板上端部近傍の対向位置をいう。上記壁板の後端部位置とは、例えば壁板(5,5)における背面壁板(5c)近傍の後端部位置(Q)をいう。防水シートの後端縁を上記壁板の後端部に止水状態に固定するとは、例えば防水シート収納箱(13)を用いる場合は、上記壁板(5)の後端部に位置する当該収納箱(13)内の前端部に防水シート(15)の後端縁(15a)を止水状態に固定することをいい(図6参照)、上記収納箱(13)を用いない場合は、上記防水シート(10)の後端縁(15a)を上記壁板(5)の後端部の例えば背面壁板(5c)に止水状態で固定することをいう。止水状態に固定とは、防水シート(15)の後端縁(15a)を左右方向全域に渡り上記収納箱(13)内又は上記壁板(5)の後端部に接着等することをいう。このように構成すると、地下入口の入口通路間の垂直面だけではなく、左右壁板間の水平面を防水シートによって止水状態に被覆することができるので、地下入口の壁板の高さを超える水位の大規模洪水等が発生したとしても、地下構内への流水を確実に防止することができる。   The underground passage is, for example, a staircase (4), but may be a slope or the like. The both side positions of the left and right wall plates provided with the water stop engagement rod are, for example, the opposed positions near the upper end of the wall plate on the opposed surfaces (5 ″, 5 ″) of the left and right wall plates (5, 5). Say. The rear end position of the wall plate refers to, for example, the rear end position (Q) in the vicinity of the rear wall plate (5c) in the wall plate (5, 5). For example, when the waterproof sheet storage box (13) is used, the rear edge of the waterproof sheet is fixed to the rear end of the wall plate in a water-stopped state. It means that the rear edge (15a) of the waterproof sheet (15) is fixed to the water-stopped state at the front end in the storage box (13) (see FIG. 6), and when the storage box (13) is not used, This means that the rear edge (15a) of the waterproof sheet (10) is fixed to the rear wall (5c) of the rear end of the wall plate (5) in a water-stopped state. “Fixed in a water-stopped state” means that the rear edge (15a) of the waterproof sheet (15) is adhered to the rear end of the storage box (13) or the wall plate (5) across the entire left and right direction. Say. If comprised in this way, since not only the vertical surface between the entrance passages of an underground entrance but the horizontal surface between right and left wall boards can be covered with a waterproof sheet in a water-stopping state, the height of the wall board of an underground entrance will be exceeded. Even if a large-scale flood occurs, it is possible to reliably prevent water from flowing into the underground premises.

第2に、上記左右壁板及び上記左右方向凹溝内に各々補強ネットの係合ピンを連設し、張設された上記防水シートの内面側において、補強ネットの左右側縁を上記係合ピンに係止することにより上記補強ネットを上記左右壁板間に水平に張設すると共に、上記左右両端設立柱の間に上記補強ネットを垂直に張設し、さらに上記補強ネットの前端縁を上記左右方向凹溝内の上記係合ピンに係止し得るように構成したものであることを特徴とする上記第1記載の地下入口の止水装置により構成される。   Secondly, engaging pins of the reinforcing net are connected to the left and right wall plates and the left and right grooves, respectively, and the left and right edges of the reinforcing net are engaged on the inner surface side of the stretched waterproof sheet. The reinforcing net is horizontally stretched between the left and right wall plates by being locked to a pin, and the reinforcing net is vertically stretched between the left and right both end establishment pillars, and the front edge of the reinforcing net is further extended. It is comprised so that it can latch to the said engaging pin in the said left-right direction ditch | groove, It is comprised by the water stop apparatus of the underground entrance of the said 1st characterized by the above-mentioned.

防水シートの内面側とは、防水シートの水平面においては防水シートの下面側、防水シートの垂直面においては防水シートの後面側をいう。このように構成すると、防水シートの内側面に補強ネットが位置しているので、壁板間を水平に被覆する防水シート上に冠水しても、内側に位置する補強ネットにて水圧を受け止めることができ、高い防水性を発揮することができる。   The inner surface side of the waterproof sheet refers to the lower surface side of the waterproof sheet in the horizontal plane of the waterproof sheet and the rear surface side of the waterproof sheet in the vertical surface of the waterproof sheet. With this configuration, since the reinforcement net is located on the inner surface of the waterproof sheet, even if it is submerged on the waterproof sheet covering the space between the wall plates, the water pressure is received by the reinforcement net located inside. And can exhibit high waterproofness.

第3に、上記壁板の後端部に上記防水シートがその後端縁を止水状態に固定された状態で折り畳まれて収納された防水シート収納部を設置し、上記防水シートは上記防水シート収納部から上記入口通路側に引き出すことで、上記左右の止水用係合杆間及び上記左右両端設立柱間に張設可能に構成されたものであることを特徴とする上記第1又は2記載の地下入口の止水装置により構成される。   Third, the waterproof sheet is installed at the rear end of the wall plate in a state where the waterproof sheet is folded and stored in a state where the rear edge is fixed in a water-stopped state. The first or second structure, wherein the first or second structure is configured to be stretched between the left and right water-stopping engagement rods and between the left and right both-end establishment pillars by being drawn out from the storage portion toward the inlet passage. Consists of the described underground entrance water stop device.

上記壁板の後端部とは、例えば背面壁板(5c)上の部分をいう。防水シート収納部は例えば防水シート収納箱(13)をいう。このように構成すると、予め地下入口に防水シートを収納しておくことができ、地下入口において迅速に止水装置を構成することができる。   The rear end portion of the wall plate refers to, for example, a portion on the back wall plate (5c). The waterproof sheet storage unit refers to, for example, a waterproof sheet storage box (13). If comprised in this way, a waterproof sheet can be beforehand accommodated in an underground entrance, and a water stop apparatus can be comprised rapidly in an underground entrance.

第4に、上記壁板の後端部に上記補強ネットがその後端縁を固定された状態で折り畳まれて収納された補強ネット収納部を設置し、上記補強ネットは上記補強ネット収納部から上記入口通路側に引き出すことで、上記左右の壁板間及び上記左右両端設立柱間に張設可能に構成されたものであることを特徴とする上記第2に記載の地下入口の止水装置により構成される
Fourth, a reinforcing net storage unit is installed in which the reinforcing net is folded and stored at a rear end portion of the wall plate in a state where a rear end edge thereof is fixed, and the reinforcing net is connected to the reinforcing net storage unit from the reinforcing net storage unit. According to the water stop device for an underground entrance according to the second aspect, it is configured such that it can be stretched between the left and right wall plates and between the left and right both ends establishment pillars by being drawn out to the entrance passage side. Composed

上記壁板の後端部とは、例えば左右の壁板(5)の後方の部分をいう。補強ネット収納部は例えば補強ネット収納箱(10)をいう。このように構成すると、予め地下入口に補強ネットを収納しておくことができ、地下入口において迅速に止水装置を構成することができる。   The rear end portion of the wall plate refers to, for example, a rear portion of the left and right wall plates (5). A reinforcement net storage part means a reinforcement net storage box (10), for example. If comprised in this way, a reinforcement net can be beforehand accommodated in an underground entrance, and a water stop apparatus can be comprised quickly in an underground entrance.

第5に、上記防水シートの左右側縁及び前端縁の止水構造は、上記防水シートの一方側に位置し上記防水シートの左右側縁又は前端縁に沿って直線状に位置する弾性体を具備する止水部材と、上記防水シートの他方側に位置し上記弾性体に圧着し得る突条を具備する押え部材とにより構成し、上記止水部材の上記弾性体と上記押え部材の上記突条とによって上記防水シートの上記左右側縁又は前端縁を挟持した状態で、上記止水部材と上記押え部材とを締結手段により圧着するものであることを特徴とする上記第1〜4の何れかに記載の地下入口の止水装置により構成される。   Fifth, the waterproof structure of the right and left side edges and the front end edge of the waterproof sheet is an elastic body located on one side of the waterproof sheet and linearly positioned along the left and right side edges or front edge of the waterproof sheet. A water stop member provided, and a presser member provided with a protrusion located on the other side of the waterproof sheet and capable of being crimped to the elastic body, the elastic body of the water stop member and the protrusion of the presser member. Any one of the first to fourth aspects, wherein the waterproof member and the pressing member are pressure-bonded by a fastening means in a state where the right and left side edges or the front end edge of the waterproof sheet is sandwiched by a strip. It is comprised by the water stop apparatus of the underground entrance described in the above.

上記防水シートの一方側とは例えば防水シートの裏面側、防水シートの他方側とは例えば防水シートの表面側をいう。上記止水部材は、止水用係合杆(18)、左右両側設立柱(25)、止水用係合横杆(30)等をいう。上記押え部材は、押え杆(22)、押え柱(27a)、押え横杆(27b)等をいう。上記締結手段は例えばボルト(B)等をいう。上記突条は例えば横断面三角形状の止水用突条(23)等をいう。このように構成すると、止水部材と押え部材との圧着により防水シートの各縁部を挟持して確実に止水することができる。   One side of the waterproof sheet refers to, for example, the back side of the waterproof sheet, and the other side of the waterproof sheet refers to, for example, the front side of the waterproof sheet. The water stop member refers to a water stop engagement rod (18), left and right both side establishment pillars (25), a water stop engagement horizontal rod (30), and the like. The presser member refers to a presser bar (22), a presser column (27a), a presser horizontal bar (27b), and the like. The fastening means refers to, for example, a bolt (B). The said protrusion means the protrusion (23) for water stop etc. of a cross-sectional triangle shape, for example. If comprised in this way, each edge part of a waterproof sheet can be clamped by the crimping | compression-bonding of a water stop member and a pressing member, and it can stop water reliably.

第6に、上記左右両端設立柱の上端部間に補強横杆を固定したものであることを特徴とする上記第1〜5の何れかに記載の地下入口の止水装置により構成される。   Sixth, it is constituted by a water stop device for an underground entrance according to any one of the first to fifth aspects, wherein a reinforcing reed is fixed between the upper end portions of the left and right both ends establishment pillars.

このように構成すると、防水シートの上記壁板間の水平張設面と上記左右両端設立柱間の垂直張設面との境界部に補強横間が位置するので、上記防水シートの水平及び垂直の張設面を補強することができる。   If comprised in this way, since a reinforcement horizontal space is located in the boundary part of the horizontal extending surface between the said wall boards of the waterproof sheet, and the vertical extending surface between the said right and left both ends establishment pillar, the horizontal and vertical of the said waterproof sheet It is possible to reinforce the tensioning surface.

第7に、上記左右壁板間の前後方向の複数箇所において、上記補強ネットの内側に、左右方向にワイヤを張設したものであることを特徴とする上記第2〜6の何れかに記載の地下入口の止水装置により構成される。   Seventhly, in a plurality of positions in the front-rear direction between the left and right wall plates, wires are stretched in the left-right direction inside the reinforcing net, according to any one of the second to sixth aspects, It consists of a water stop device at the underground entrance.

上記補強ネットの内側とは、補強ネットの水平面においては補強ネットの下面側、補強ネットの垂直面においては補強ネットの後面側をいう。上記ワイヤは例えばステンレス鋼製のワイヤロープにより構成することができる。このように構成すると、ワイヤにて補強ネットを支持し得て、より大きな水圧にも十分に対応し得る止水装置を実現できる。   The inner side of the reinforcing net means the lower surface side of the reinforcing net in the horizontal plane of the reinforcing net and the rear surface side of the reinforcing net in the vertical plane of the reinforcing net. The said wire can be comprised by the wire rope made from stainless steel, for example. If comprised in this way, the water stop apparatus which can support a reinforcement net | network with a wire and can fully respond to a bigger water pressure is realizable.

本発明は、上述のように、地下入口の入口通路間の垂直面だけではなく、左右壁板間の水平面を防水シートによって止水状態に被覆することができるので、地下入口の壁板の高さを超える高い水位の大規模洪水等が発生したとしても、地下構内への流水を確実に防止することができる。   As described above, the present invention can cover not only the vertical surface between the entrance passages of the underground entrance but also the horizontal surface between the left and right wall plates in a waterproof state with the waterproof sheet. Even if a large flood with a high water level exceeding this level occurs, it is possible to reliably prevent water from flowing into the underground premises.

また、防水シートの内側面に補強ネットが位置しているので、壁板間を水平に被覆する防水シート上に冠水したとしても、内側の補強ネットにて水圧を受け止めることができ、高い防水性を発揮することができる。   In addition, since the reinforcement net is located on the inner surface of the waterproof sheet, even if it is submerged on the waterproof sheet that covers the space between the wall plates, the inner reinforcement net can catch the water pressure and is highly waterproof. Can be demonstrated.

また、予め地下入口の所定位置に防水シート又は補強ネットを収納配置しておくことができ、地下入口において迅速に止水装置を構成することができる。   Moreover, a waterproof sheet or a reinforcement net can be stored and arranged in advance at a predetermined position of the underground entrance, and a water stop device can be quickly configured at the underground entrance.

また、止水部材と押え部材との圧着により防水シートの側縁部を挟持して確実に止水することができる。   Moreover, the water-proofing member and the presser member can be securely stopped by clamping the side edge of the waterproof sheet by pressure bonding.

また、防水シートの上記壁板間の水平張設面と上記左右両端設立柱間の垂直張設面との境界部に補強横間が位置するので、上記防水シートの水平及び垂直の張設面を補強することができ、高い防水性を発揮し得る。   In addition, since the reinforcement lateral is located at the boundary between the horizontal extending surface between the wall plates of the waterproof sheet and the vertical extending surface between the left and right both ends established columns, the horizontal and vertical extending surfaces of the waterproof sheet Can be reinforced, and can exhibit high waterproofness.

また、補強ネットの内側にワイヤを張設することで、より大きな水圧を受け止めることができ、極めて高い防水性を発揮することができる。   Further, by stretching a wire inside the reinforcing net, it is possible to receive a larger water pressure and to exhibit extremely high waterproofness.

本発明に係る地下入口の止水装置を適用した地下入口の一部省略斜視図である。1 is a partially omitted perspective view of an underground entrance to which a water stop device for an underground entrance according to the present invention is applied. 同上装置を適用した地下入口の側面断面図である。It is side surface sectional drawing of the underground entrance which applied the apparatus same as the above. 同上装置を適用した地下入口の平面図である。It is a top view of the underground entrance to which the same apparatus is applied. 同上装置を適用した地下入口の組み立て途中の一部省略斜視図である。It is a partially-omission perspective view in the middle of the assembly of the underground entrance to which the same apparatus is applied. 同上装置を適用した地下入口の組み立て途中の一部省略斜視図である。It is a partially-omission perspective view in the middle of the assembly of the underground entrance to which the same apparatus is applied. 同上装置を適用した地下入口の一部省略斜視図である。It is a partially-omission perspective view of the underground entrance to which the same apparatus is applied. 同上装置を適用した地下入口における一方の止水係合部の横断面図であり、(a)は止水用係合杆と押え杆の結合状態、(b)は押え杆を取り外した状態、(c)は防水シートを挟持した状態を示す。It is a cross-sectional view of one water stop engaging part in the underground entrance to which the same apparatus is applied, (a) is a combined state of the water stop engaging bar and the presser bar, (b) is a state where the presser bar is removed, (C) shows the state which pinched | interposed the waterproof sheet. 同上装置を適用した地下入口における左右方向凹溝の縦断面図であり、(a)は正面固定バーの嵌合状態、(b)は正面固定バーを取り外した状態、(c)は防水シートを挟持した状態を示す。It is a longitudinal cross-sectional view of the left-right direction ditch | groove in the underground entrance which applied the apparatus same as the above, (a) is a fitting state of the front fixing bar, (b) is a state where the front fixing bar is removed, and (c) is a waterproof sheet. The state of being pinched is shown. (a)は同上装置を適用した地下入口における左右両端設立柱の左設立柱の拡大正面図、(b)は同上装置を適用した地下入口における補強柱の拡大正面図である。(A) is an enlarged front view of the left establishment pillar of the left and right both ends establishment pillar in the underground entrance to which the above apparatus is applied, and (b) is an enlarged front view of the reinforcement pillar in the underground entrance to which the apparatus is applied. 同上装置を適用した地下入口における同上左設立柱と押え柱の圧着状態を示す横断面図である。It is a cross-sectional view which shows the crimping | compression-bonding state of a left establishment pillar same as the above and a press pillar in the underground entrance to which the same apparatus is applied. 同上装置を適用した地下入口における止水構造を示す斜視図であり、(a)は左右両端設立柱と押え柱との結合関係、(b)は止水用係合杆と押え杆との結合関係、(c)は止水用係合杆と押え横杆との結合関係を示す図である。It is a perspective view which shows the water stop structure in the underground entrance which applied the apparatus same as the above, (a) is the connection relationship between the right and left both ends establishment column and the presser column, and (b) is the connection between the water stop engagement rod and the presser rod. (C) is a figure which shows the coupling | bonding relationship of the engagement rod for water stop, and a presser recumbent. 同上装置の正面固定バーの止水状態を示す同固定バーの一部拡大斜視図である。It is a partial expansion perspective view of the fixed bar which shows the water stop state of the front fixed bar of an apparatus same as the above. 他の実施形態における地下入口の斜視図である。It is a perspective view of the underground entrance in other embodiments. 他の実施形態における止水装置の止水用係合部近傍の横断面図である。It is a cross-sectional view near the engaging portion for water stop of the water stop device in another embodiment. ワイヤを使用した場合の実施形態を示すものであり,(a)は止水用係合部近傍の概略横断面図、(b)は左設立中近傍の横断面図である。The embodiment in the case of using a wire is shown, (a) is a schematic cross-sectional view in the vicinity of the engaging portion for water stop, and (b) is a cross-sectional view in the vicinity of the left establishment.

以下、本発明に係る地下入口の止水装置を詳細に説明する。   Hereinafter, the water stop apparatus of the underground entrance which concerns on this invention is demonstrated in detail.

図1は本発明に係る地下入口の止水装置が適用された地下鉄、地下道等への地下入口1を示すものであり、当該地下入口1は、地面Gに開口され地下構内に連通する長方形の地上開口部2、上記地上開口部2の周囲に所定高さ(例えば5m)に略コ字状に立設された壁板5、上記対向する左右壁板5,5により囲まれ、階段4により形成された地下通路Rに向う入口通路3により構成されている。尚、入口通路3における地面を地上面3’という。また、図1において入口通路3側を前方、背面壁板5c側を後方、前方から後方を向いた場合の左右を左右方向とする。   FIG. 1 shows an underground entrance 1 to a subway, an underground passage or the like to which a water stop device for an underground entrance according to the present invention is applied. The underground entrance 1 is a rectangular shape that opens to the ground G and communicates with the underground premises. Surrounded by a ground opening 2, a wall plate 5 standing in a substantially U-shape at a predetermined height (for example, 5 m) around the ground opening 2, and the opposing left and right wall plates 5, 5, It is constituted by the entrance passage 3 facing the formed underground passage R. The ground in the entrance passage 3 is referred to as the ground surface 3 '. Further, in FIG. 1, the left and right directions when the entrance passage 3 side is directed forward, the rear wall plate 5c side is directed rearward, and the front to rearward are defined as the left-right direction.

上記壁板5は、上記入口通路3の両側に立設され門柱を形成する左門柱壁板5a、右門柱壁板5bと、壁板5の背面(後端部)を形成する背面壁板5cにより平面視略コ字状に構成されている。   The wall plate 5 is erected on both sides of the entrance passage 3 to form a left gate column wall plate 5a and a right gate column wall plate 5b that form a gate column, and a rear wall plate 5c that forms the back surface (rear end portion) of the wall plate 5. Thus, it is configured in a substantially U shape in plan view.

上記左右門柱壁板(左右壁板)5a,5bの上面5’及び上記背面壁板5cの上面5’には、複数の小柱6が立設され、これら小柱6上に上記上面5’に平行に落下防止杆7が固定されている。   A plurality of small columns 6 are erected on the upper surface 5 ′ of the left and right gate wall plates (left and right wall plates) 5 a and 5 b and the upper surface 5 ′ of the rear wall plate 5 c, and the upper surface 5 ′ is placed on these small columns 6. A fall prevention rod 7 is fixed in parallel with.

さらに、上記左右門柱壁板5a,5bの上面5’上には各々2本の大柱8が立設され、これら大柱8上に板状屋根9が、上記入口通路3上面から上記階段4の上方全体を覆うように設けられている(図2参照)。   Further, two large columns 8 are erected on the upper surfaces 5 ′ of the left and right gate column wall plates 5 a and 5 b, respectively, and a plate-like roof 9 is provided on the large columns 8 from the upper surface of the entrance passage 3 to the stairs 4. Is provided so as to cover the entire upper part (see FIG. 2).

上記左右門柱壁板5a,5bの後方側(上記壁板5の後端部)の対向面5”には左右方向全体に亘って補強ネット収納箱10がその両端を以って固定されている。この補強ネット収納箱10内には、図4、図5に示すように、入口通路3方向に引き出すことが可能な補強ネット11が折り畳み状態で収納されている(図2参照)。この補強ネット11はその後端縁11aが上記補強ネット収納箱10内に固定されている。10aは上記補強ネット収納箱10の開口蓋である。   A reinforcing net storage box 10 is fixed to the opposite surface 5 ″ on the rear side (the rear end portion of the wall plate 5) of the left and right gate wall plates 5a and 5b over the entire left and right direction. 4 and 5, a reinforcing net 11 that can be pulled out in the direction of the inlet passage 3 is housed in a folded state (see FIG. 2). The rear end edge 11a of the net 11 is fixed in the reinforcing net storage box 10. Reference numeral 10a denotes an opening lid of the reinforcing net storage box 10.

この補強ネット11は、上記収納箱10から上記入口通路3側に引き出して、図5に示すように、その前端縁11bを上記入口通路下端の左右方向凹溝12内に係止し得るように構成されている(図8参照)。   The reinforcement net 11 is pulled out from the storage box 10 to the inlet passage 3 side, and as shown in FIG. 5, the front end edge 11b can be locked in the left and right concave groove 12 at the lower end of the inlet passage. It is configured (see FIG. 8).

この補強ネット11は後述の防水シート15の下側(内側)に位置して(図5参照)、防水シート15上に冠水した場合に、当該水圧を受けて防水シート15の裏面側を支持するものである。   This reinforcing net 11 is located on the lower side (inner side) of a waterproof sheet 15 described later (see FIG. 5), and supports the back side of the waterproof sheet 15 by receiving the water pressure when it is submerged on the waterproof sheet 15. Is.

この補強ネット11は前後方向に長い長方形(方形)の帯状をなしており、後端縁11aは上記補強ネット収納箱10の内面に固定され、図2に示すように、シグザグに折り畳まれた状態で当該収納箱10内に収納されている。   The reinforcing net 11 has a rectangular (rectangular) belt shape elongated in the front-rear direction, and the rear edge 11a is fixed to the inner surface of the reinforcing net storage box 10 and is folded in a zigzag manner as shown in FIG. In the storage box 10.

この補強ネット11は、一辺が約100mmの方形の網目から構成された樹脂製のネットであり、その横幅は後述の左右壁板5間の係合ピン17a,17a間の間隔T1(図3参照)と略同じ幅を有しており、その長手方向(前後方向)の長さは、図5に示すように、上記地上開口部2上の壁板5,5間により形成される開口部側水平止水面14’全体を覆い、かつ、左右両端設立柱25,25間の通路側垂直止水面14を覆い、その前端縁11bを上記左右方向凹溝12内に係止し得る長さを有している。尚、上記補強ネット11の左右側縁11cは、上記左右両端設立柱25,25の前面側は被覆せず、上記左右両端設立柱25,25の対向面間に位置するものである(図3、図5参照)。   The reinforcing net 11 is a resin net composed of a square mesh having a side of about 100 mm, and its horizontal width is an interval T1 between engagement pins 17a and 17a between the left and right wall plates 5 (see FIG. 3). ), And the length in the longitudinal direction (front-rear direction) is the opening side formed between the wall plates 5 and 5 on the ground opening 2 as shown in FIG. It has a length that covers the entire horizontal water blocking surface 14 ′, covers the passage-side vertical water blocking surface 14 between the left and right both ends establishment pillars 25, 25, and can lock the front end edge 11 b in the left and right groove 11. doing. The left and right side edges 11c of the reinforcing net 11 do not cover the front sides of the left and right end established columns 25 and 25, and are positioned between the opposing surfaces of the left and right end established columns 25 and 25 (FIG. 3). FIG. 5).

上記補強ネット11は、例えばポリエチレン製の無結節網を使用することができる。即ち、上記補強ネット11は、ポリエチレン製の糸を寄り合わせて形成した直径約10mmの綱(ロープ)を使用して、方形の網目を有する無結節網を構成したものである(例えば1辺100mmの網目の1m幅(綱10本)の引張強力12tf)。   As the reinforcing net 11, for example, a knotless net made of polyethylene can be used. That is, the reinforcing net 11 is a non-knotted net having a square mesh using a rope (rope) having a diameter of about 10 mm formed by bringing polyethylene yarns close together (for example, 100 mm per side). 1m wide (10 ropes) tensile strength 12tf).

上記補強ネット収納箱10の後方側において、上記左右門柱壁板5a,5bの後端部(上記壁板5の後端部)の上面5’上には防水シート収納箱13が、上記補強ネット収納箱10の上段位置に固定されている。この防水シート収納箱13内には、図5、図6に示すように、上記補強ネット11の上方位置において、上記入口通路3方向に引き出すことが可能な防水シート15が折り畳み状態で収納されている(図2参照)。この防水シート15の後端縁15aは、上記収納箱13内の開口部前端位置において、左右方向全域(図6のラインP1に沿うハッチング部分)に亘り止水状態に固定されている。尚、13aは上記防水シート収納箱13の開口蓋である。   On the rear side of the reinforcing net storage box 10, a waterproof sheet storage box 13 is disposed on the upper surface 5 ′ of the rear end portions (rear end portions of the wall plate 5) of the left and right gate wall plates 5 a and 5 b. The storage box 10 is fixed at the upper position. As shown in FIGS. 5 and 6, a waterproof sheet 15 that can be pulled out in the direction of the entrance passage 3 is stored in a folded state in the waterproof sheet storage box 13 at a position above the reinforcing net 11. (See FIG. 2). The rear edge 15a of the waterproof sheet 15 is fixed in a water-stopping state over the entire region in the left-right direction (hatched portion along the line P1 in FIG. 6) at the front end position of the opening in the storage box 13. Reference numeral 13 a denotes an opening lid of the waterproof sheet storage box 13.

このように、上記防水シート15を上記補強ネット11の上側において上記入口通路3側に引き出して、図6に示すように、上記左右壁板5a,5b間に張設すると共に、上記左右両端設立柱25,25間に張設し、その前端縁15bを上記入口通路3下端の左右方向凹溝12内に係止し得るように構成されている(図8参照)。   In this way, the waterproof sheet 15 is pulled out to the inlet passage 3 side above the reinforcing net 11 and stretched between the left and right wall plates 5a and 5b as shown in FIG. It is constructed so as to be stretched between the columns 25 and 25, and its front end edge 15b can be locked in the left and right concave groove 12 at the lower end of the inlet passage 3 (see FIG. 8).

この防水シート15は上記補強ネット11の上側に位置して、洪水等において上記壁板5の高さより水位が上昇した場合に、地下構内への流水を防止するものである。この防水シート15は全体が長方形(方形)の帯状をなしており、後端縁15aは上記収納箱13の内面に左右方向幅全体に亘って止水状態に固定され、図2に示すように、シグザグに折り畳まれた状態で当該収納箱13内に収納されている。   This waterproof sheet 15 is located above the reinforcing net 11 and prevents water from flowing into the underground premises when the water level rises above the height of the wall plate 5 in a flood or the like. The waterproof sheet 15 has a rectangular (rectangular) belt shape as a whole, and the rear end edge 15a is fixed to the inner surface of the storage box 13 in a water-stopped state over the entire lateral width, as shown in FIG. In the state of being folded in a zigzag manner, it is stored in the storage box 13.

この防水シート15は、その厚みが約1mmの樹脂製シートから構成されており、その横幅は、上記左右門柱壁板5a,5bの対向面間の間隔T2(>T1)の幅全体を被覆し得るように、上記間隔T2と略同じ幅を有しており(図3、図5参照)、その前端部における上記通路側垂直止水面14に至る直前位置から前端縁15b側は、縦方向凹溝26,26における左右方向設立柱25,25の前面を被覆するため、上記設立柱25,25の前面間の間隔T3(>T2)と同様の横幅の拡幅部15d(図5、図6における破線Nより前端縁15b側の部分)が形成されている(図5、図6)。   The waterproof sheet 15 is made of a resin sheet having a thickness of about 1 mm, and the width of the waterproof sheet 15 covers the entire width T2 (> T1) between the opposing surfaces of the left and right portal wall plates 5a and 5b. As shown in FIG. 3, the width T2 is substantially the same as the interval T2 (see FIGS. 3 and 5), and the front end edge 15b side from the position immediately before reaching the passage-side vertical water blocking surface 14 at the front end is recessed in the vertical direction. In order to cover the front faces of the left and right direction establishment pillars 25, 25 in the grooves 26, 26, a widened portion 15d having a lateral width similar to the interval T3 (> T2) between the front faces of the establishment pillars 25, 25 (in FIGS. 5 and 6). A portion on the front end edge 15b side from the broken line N) is formed (FIGS. 5 and 6).

上記防水シート15の長手方向は、図6に示すように、上記地上開口部2上の左右壁板5,5間の上記開口部側水平止水面14’全体を覆い、かつ、通路側垂直止水面14側の左右両端設立柱25,25間を被覆可能で、その前端縁15bを上記左右方向凹溝12内に係止し得る長さを有している。また、この防水シート15の左右側縁15c,15c、
前端縁15bに沿って所定間隔毎にハトメ24(貫通孔)が複数箇所形成されている(図5参照)。
As shown in FIG. 6, the longitudinal direction of the waterproof sheet 15 covers the entire opening side horizontal water blocking surface 14 ′ between the left and right wall plates 5, 5 on the ground opening 2, and the passage side vertical blocking Between the left and right establishment pillars 25, 25 on the water surface 14 side can be covered, and the front end edge 15b has a length that can be locked in the left and right groove 12. In addition, left and right side edges 15c, 15c of the waterproof sheet 15,
A plurality of eyelets 24 (through holes) are formed at predetermined intervals along the front edge 15b (see FIG. 5).

次に、上記補強ネット11と上記防水シート15の上記壁板5及び左右方向凹溝12等への係合構造(止水構造)について説明する。   Next, an engagement structure (water stop structure) of the reinforcing net 11 and the waterproof sheet 15 to the wall plate 5 and the left and right concave grooves 12 will be described.

図7に示すように左右門柱壁板5,5の上端部近傍の対向面5”の両側対向位置には、上記補強ネット11及び防水シート15の左右側縁を止水状態に係止するための止水用係合部16が構成されている。尚、ここでは図7により左門柱壁板5aに設けられた止水用係合部16を説明するが、右門柱壁板5bの対向面5”にも左右対称位置に左右対称構造の止水用係合部16が設けられている(図5参照)。   As shown in FIG. 7, in order to lock the left and right side edges of the reinforcing net 11 and the waterproof sheet 15 in a water-stopped state at opposite positions on both sides of the facing surface 5 ″ in the vicinity of the upper ends of the left and right gate wall plates 5, 5. 7, the water stop engaging portion 16 provided on the left gate column wall plate 5a will be described with reference to Fig. 7, but the opposing surface of the right gate column wall plate 5b is described. 5 ″ is also provided with a water-stop engaging portion 16 having a symmetrical structure at a symmetrical position (see FIG. 5).

この止水用係止部16は、係合杆16’と、当該係合杆16’上の止水用係合杆18と、押え杆22とから構成されており、上記係合杆16’と上記止水用係合杆18は、上記左右門柱壁板5a,5bの対向面5”の上端部位置において、上記入口通路3における上記階段4の始端部位置から上記左右門柱壁板5a,5bの後端部の上記防水シート収納箱13の前端の位置(上記左右壁板の後端部位置Q)に至るまで前後方向に連続的にかつ直線的に水平に設けられている(図4参照)。   The water stop locking portion 16 includes an engagement rod 16 ′, a water stop engagement rod 18 on the engagement rod 16 ′, and a presser foot 22, and the engagement rod 16 ′. And the water stop engagement rod 18 are located at the upper end position of the opposing surface 5 ″ of the left and right gate column wall plates 5a, 5b from the start end position of the staircase 4 in the entrance passage 3, 5b is continuously and linearly provided horizontally in the front-rear direction until reaching the position of the front end of the tarpaulin storage box 13 (the rear end position Q of the left and right wall plates) at the rear end of 5b (FIG. 4). reference).

この止水用係止部16は(図7参照)、取付垂直面16aが上記対向面5”にボルトBによって固定された前後方向に長い棒状の上記係合杆16’を具備しており、この係合杆16’の上面に一定間隔で上記補強ネット11の係合ピン17aが上に向けて設けられている(図4参照)。尚、図7中16bは上記係合杆16’の内面閉鎖蓋であり、支点16b’を中心に開くことにより、上記係合ピン17aを露出させるものである。   This water stop 16 (see FIG. 7) is provided with the above-mentioned engaging rod 16 'which is long in the front-rear direction and whose mounting vertical surface 16a is fixed to the above-mentioned opposing surface 5' 'by a bolt B, Engagement pins 17a of the reinforcing net 11 are provided on the upper surface of the engagement rod 16 'at regular intervals (see FIG. 4), where 16b in FIG. It is an inner surface closing lid, and the engagement pin 17a is exposed by opening it around the fulcrum 16b ′.

従って、図7(b)に示すように、上記内面閉鎖蓋16bを開いて上記係合ピン17aを露出させ、上記補強ネット11の左右側縁11cの網目を上記係合ピン17aに挿入係合することで、上記補強ネット11を左右の上記係合杆16’,16’間の上記開口部2上に張設するものである(図4参照)。   Accordingly, as shown in FIG. 7B, the inner surface closing lid 16b is opened to expose the engaging pin 17a, and the mesh of the left and right side edges 11c of the reinforcing net 11 is inserted into and engaged with the engaging pin 17a. Thus, the reinforcing net 11 is stretched on the opening 2 between the left and right engaging rods 16 ′ and 16 ′ (see FIG. 4).

また、上記係合杆16’の上面16”には、上記止水用係合杆18が固定されている。この止水用係合杆18は、上記係合杆16’と同じ長さを有しており、上記係合杆16’の上面全体に前後方向に設けられている(図4参照)。   Further, the water stop engagement rod 18 is fixed to the upper surface 16 ″ of the engagement rod 16 ′. The water stop engagement rod 18 has the same length as the engagement rod 16 ′. And is provided in the front-rear direction on the entire upper surface of the engagement rod 16 '(see FIG. 4).

上記止水用係合杆18の上面18’には前後方向の凹溝19がその前後方向の全域に亘り凹設されており、当該凹溝19内全域には止水用の弾性体20が嵌合取着されている(図7、図11(b)参照)。さらに、上記止水用係合杆18の上面18’における上記凹溝19の外側には、一定間隔で防水シート11の上記ハトメ24を係合するための係合ピン21が上向きに突出形成されている(図11(b)参照)。この係合ピン21は筒状を成しており、内部に後述のボルトBを螺合するための雌螺子(螺子孔)21aが形成されている。従って、図7(b),(c)に示すように、上記防水シート15の左右側縁15cのハトメ24を左右の上記係合ピン21に挿入係合することで上記防水シート15を上記開口部2上に張設し得るように構成している(図5参照)。   A concave groove 19 in the front-rear direction is provided on the upper surface 18 ′ of the water-stopping engagement rod 18 over the entire area in the front-rear direction, and an elastic body 20 for water stop is provided in the entire area of the concave groove 19. It is fitted and attached (see FIGS. 7 and 11B). Further, on the outer surface of the concave groove 19 on the upper surface 18 ′ of the water stopping engagement rod 18, an engagement pin 21 for engaging the eyelet 24 of the waterproof sheet 11 is formed to protrude upward at regular intervals. (See FIG. 11B). The engaging pin 21 has a cylindrical shape, and a female screw (screw hole) 21a for screwing a bolt B described later is formed therein. Accordingly, as shown in FIGS. 7B and 7C, the waterproof sheet 15 is opened by inserting and engaging the eyelets 24 of the left and right side edges 15c of the waterproof sheet 15 to the left and right engaging pins 21. It is configured to be stretched on the portion 2 (see FIG. 5).

上記止水用係合杆18の上面18’は、通常は複数の押え杆22で被覆されている(図1参照)。この押え杆22は、図4に示すように複数の短い押え杆22を前後方向に途切れなく連結することで、上記止水用係合杆18の上面18’全体を被覆するものである。   The upper surface 18 'of the water stop engagement rod 18 is usually covered with a plurality of presser rods 22 (see FIG. 1). As shown in FIG. 4, the presser bar 22 covers the entire upper surface 18 ′ of the water stop engaging bar 18 by connecting a plurality of short presser bars 22 in the front-rear direction.

上記単一の押え杆22には上記止水用係合杆18上に載置した状態において、上記凹溝19内の弾性体20に圧着する横断面三角形状の止水用突条23が前後方向に直線的に突設されており(図7、図11(b))、また、上記係合ピン21の対応位置には、上記係合ピン21の螺子孔21aに連通する貫通孔29が設けられている。従って、図7(b)のように防水シート15のハトメ24を上記係合ピン21に係合した状態で、上記押え杆22を上記止水用係合杆18上に圧着し、上記貫通孔29よりボルトBを挿入して上記係合ピン21に螺合することにより、上記防水シート15の左右側縁15cを挟持した状態で、上記止水用突条23を上記弾性体20に圧接し(図7(c))、かかる状態で上記止水用係合杆18上に圧着固定し得るように構成されている。また、同時に上記止水用係合杆18上面18’と上記押え杆22下面が圧着することで上記防水シート15の左右側縁15cを止水状態に挟持する。   The single presser bar 22 is provided with a water stopping ridge 23 having a triangular cross section that is crimped to the elastic body 20 in the concave groove 19 in the state of being placed on the water stopping engaging bar 18. And a through hole 29 communicating with the screw hole 21a of the engagement pin 21 at the corresponding position of the engagement pin 21. Is provided. Accordingly, as shown in FIG. 7B, with the eyelet 24 of the waterproof sheet 15 engaged with the engagement pin 21, the presser foot 22 is pressure-bonded onto the water stop engagement rod 18, and the through hole is formed. The bolt B is inserted from 29 and screwed into the engaging pin 21 so that the water stopping protrusion 23 is pressed against the elastic body 20 with the right and left side edges 15c of the waterproof sheet 15 sandwiched therebetween. (FIG. 7 (c)), in such a state, it is configured so that it can be pressure-bonded and fixed onto the water stop engagement rod 18. At the same time, the upper surface 18 ′ of the water stop engagement rod 18 and the lower surface of the presser foot 22 are pressed together to hold the right and left side edges 15 c of the waterproof sheet 15 in a water stop state.

上記左右の上記止水用係合部16の前端部は外側方向に拡副されており、拡幅後の左右の前端部に連続して、各々垂直方向の左右両端設立柱25,25が設けられている(図1参照)。この左右両端設立柱25,25は、上記入口通路3の左右方向凹溝12の両端部から上方に立設固定されている。この左右両端設立柱25,25は上記左右門柱壁板5a,5bの対向面5”に設けられた縦方向凹溝26,26(図3参照)の内部に位置するように設けられており、その前面側には後述の正面固定バー27の押え柱27a,27aを挿入係合するための空間S1,S1が設けられている(図3参照)。   Front end portions of the left and right water-stop engaging portions 16 are extended outwardly, and left and right both-end establishment columns 25 and 25 are respectively provided in succession to the left and right front end portions after widening. (See FIG. 1). The left and right both end establishment columns 25, 25 are erected and fixed upward from both ends of the left and right concave groove 12 of the inlet passage 3. The left and right both-end establishment columns 25, 25 are provided so as to be located inside the longitudinal grooves 26, 26 (see FIG. 3) provided in the facing surfaces 5 ″ of the left and right gate column wall plates 5a, 5b. Spaces S1 and S1 for inserting and engaging presser columns 27a and 27a of a front fixing bar 27 described later are provided on the front surface side (see FIG. 3).

上記左右両端設立柱25,25の前面には、図9(a)に示すように、上下方向の凹溝40が直線的に設けられており、当該凹溝40内全域には弾性体41が嵌合取着されている(図12参照)。上記左右両端設立柱25,25の前面には、上記正面固定バー27の左右の押え柱27a,27aが圧着状態で固定される(図10、図11(a)、図12参照)。この押え柱27a,27aの後面には上記弾性体41に圧着する横断面三角形状の止水用突条42が上下方向全体に突設されており、上記止水用突条42によって、上記通路側垂直止水面14に張設された防水シート15の左右側縁15cの上下方向の全域を止水状態とするものである(図10、図12参照)。   As shown in FIG. 9 (a), a vertical groove 40 is linearly provided on the front surfaces of the left and right both ends establishment pillars 25, 25, and an elastic body 41 is provided in the entire area of the groove 40. It is fitted and attached (see FIG. 12). The left and right presser columns 27a and 27a of the front fixing bar 27 are fixed to the front surfaces of the left and right end establishment columns 25 and 25 in a crimped state (see FIGS. 10, 11A, and 12). On the rear surfaces of the presser columns 27a and 27a, a water stopping ridge 42 having a triangular cross section that is crimped to the elastic body 41 is provided so as to protrude in the entire vertical direction. The entire area in the vertical direction of the left and right side edges 15c of the waterproof sheet 15 stretched on the side vertical water blocking surface 14 is set to a water blocking state (see FIGS. 10 and 12).

上記正面固定バー27は、上記左右方向凹溝12及び上記空間S1,S1により形成される凹状空間に嵌合され、上記押え柱27a,27aの上端部から前端の上記押え杆22の前面の螺子孔22aにボルトBを挿通することで、上記左右両端設立柱25,25の前面に圧着固定される(図4参照)。上記押え柱27a,27aの下端27a’,27a’は、押え横杆27bの両端に設けられた嵌合凹部50,50内に嵌合挿入されており(図4、図12参照)、その状態で上記上端部が上記ボルトBにて上記押え杆22に締結されることで、その後面全体が防水シート15の左右側縁15cを挟持した状態で上記両端設立柱25,25の前面全体に圧着状態となり、上記通路用垂直止水面14における上記防止シート15の左右側縁15cの上下方向全域に亘って止水状態とすることができる(図8(c)、図10、図12参照)   The front fixing bar 27 is fitted into a concave space formed by the left and right concave grooves 12 and the spaces S1 and S1, and is a screw on the front surface of the presser bar 22 from the upper ends of the presser columns 27a and 27a. By inserting the bolt B into the hole 22a, the left and right end establishment pillars 25, 25 are pressure-bonded and fixed (see FIG. 4). The lower ends 27a ′ and 27a ′ of the presser columns 27a and 27a are fitted and inserted into fitting recesses 50 and 50 provided at both ends of the presser foot rod 27b (see FIGS. 4 and 12). Thus, the upper end portion is fastened to the presser foot 22 with the bolt B, so that the entire rear surface thereof is crimped to the entire front surface of the both ends establishment columns 25 and 25 with the left and right side edges 15c of the waterproof sheet 15 sandwiched therebetween. It becomes a state and it can be set as a water stop state over the up-down direction whole region of the right-and-left side edge 15c of the said prevention sheet 15 in the said vertical water stop surface 14 for a path | route (refer FIG.8 (c), FIG.10, FIG.12).

図8に示すように、上記通路用垂直止水面14の左右方向凹溝12は地面Gより一段低く凹設されており、該左右方向凹溝12内には、上記補強ネット11の係合ピン43が左右方向に複数個ボルトBにて連設固定されている(図4参照)。この係合ピン43には前方(水平方向)に突出するピン43’が形成されており、上記垂直方向に張設された補強ネット11の前端縁11bの網目を当該ピン43’に係止する(図8(c)参照)。   As shown in FIG. 8, the left and right groove 12 of the vertical water blocking surface 14 for the passage is recessed one step lower than the ground G, and the engagement pin of the reinforcing net 11 is placed in the left and right groove 12. 43 is continuously fixed by a plurality of bolts B in the left-right direction (see FIG. 4). The engaging pin 43 is formed with a pin 43 ′ protruding forward (horizontal direction), and the mesh of the front end edge 11b of the reinforcing net 11 stretched in the vertical direction is locked to the pin 43 ′. (See FIG. 8 (c)).

さらに、上記左右方向凹溝12内において、上記係合ピン43の前方側には、上記凹溝12の左右方向全体に止水用係合横杆30が固定されている。上記止水用係合横杆30の上面30’には左右方向の凹溝31が左右横幅全域に凹設されており、当該凹溝31内全域には止水用の弾性体32が嵌合取着されている。さらに、上記止水用係合横杆30の上面30’における上記凹溝31の前方には、一定間隔で防水シート15の前端縁15bのハトメ24を係合するための係合ピン33が上向きに突出形成されている。   Further, in the left and right groove 12, on the front side of the engagement pin 43, a water stop engagement horizontal bar 30 is fixed to the entire left and right direction of the groove 12. On the upper surface 30 ′ of the water stop engagement horizontal gutter 30, a left and right concave groove 31 is provided in the entire lateral width region, and a water stop elastic body 32 is fitted in the entire recess groove 31. It is attached. Further, an engagement pin 33 for engaging the eyelet 24 of the front end edge 15b of the waterproof sheet 15 at a predetermined interval is provided in front of the concave groove 31 on the upper surface 30 'of the water stop engagement ridge 30. Is formed to protrude.

この係合ピン33は筒状を成しており、内部に後述のボルトBを螺合するための雌螺子(螺子孔)33aが形成されている。従って、図8(b)に示すように、上記防水シート15の前端縁15bを水平方向前方に折り曲げ、そのハトメ24を上記係合ピン33に挿入係合することで上記防水シート11前端縁を上記左右方向凹溝12内に固定し得るように構成している。   The engaging pin 33 has a cylindrical shape, and a female screw (screw hole) 33a for screwing a bolt B described later is formed therein. Therefore, as shown in FIG. 8B, the front end edge 15b of the waterproof sheet 15 is bent forward in the horizontal direction, and the eyelet 24 is inserted into and engaged with the engagement pin 33 so that the front end edge of the waterproof sheet 11 is engaged. It is configured so that it can be fixed in the left and right groove 12.

上記止水用係合横杆30の上面30’には、上記正面固定バー27の押え横杆27bが圧着固定される(図8(c))。この押え横杆27bは、上記正面固定バー27の上記押え柱27a,27aの下端を連結するものである。この押え横杆27bの下面には、上記左右方向凹溝12内の上記止水用係合横杆30上に圧着した状態において、上記凹溝31内の弾性体32に圧着する横断面三角形状の止水用突条35が左右方向の全幅に亘って直線的に突設されており、該止水用突条35の前方側には、上記係合ピン33の螺子孔33aに連通する複数の貫通孔36が設けられている(図11(c)参照)。   On the upper surface 30 ′ of the water stop engaging horizontal bar 30, the presser horizontal bar 27 b of the front fixing bar 27 is fixed by pressure (FIG. 8C). The presser horizontal bar 27b connects the lower ends of the presser columns 27a and 27a of the front fixing bar 27. On the lower surface of the presser lateral flange 27b, in a state where it is crimped onto the water retaining engagement lateral flange 30 in the left and right direction concave groove 12, it has a triangular cross section that is crimped to the elastic body 32 in the concave groove 31. The water stopping protrusions 35 are linearly projected over the entire width in the left-right direction, and a plurality of water stopping protrusions 35 communicate with the screw holes 33 a of the engaging pins 33 on the front side of the water stopping protrusions 35. Through-holes 36 are provided (see FIG. 11C).

従って、図8(b)のように防水シート15の前端縁15bを水平前方に折り曲げて、そのハトメ24を上記係合ピン33に係合した状態で、上記正面固定バー27の押え横杆27bを上記左右方向溝12内に嵌合して上記止水用係合横杆30上に圧着し、上記貫通孔36よりボルトBを挿入して上記係合ピン33に螺合することにより、上記防水シート15の前端縁15bの左右方向全域を挟持した状態で、上記止水用突条35を上記弾性体32に圧接し、これにより上記前端縁15bの左右方向全域に亘り止水状態(図8(c))とすることができ、この状態で上記止水用係合横杆30上に圧着固定し得るように構成されている(図11(c)、図12参照)。また、同時に上記止水用係合横杆30上面30’と上記押え横杆27b下面が圧着することで上記防水シート15の前端縁15bを止水状態に挟持する。   Accordingly, as shown in FIG. 8 (b), the front edge 15b of the waterproof sheet 15 is bent forward in the horizontal direction and the eyelet 24 is engaged with the engagement pin 33, so Is fitted into the left and right groove 12 and is crimped onto the water stop engaging horizontal bar 30, and a bolt B is inserted through the through hole 36 and screwed into the engaging pin 33. In a state where the entire horizontal direction of the front end edge 15b of the waterproof sheet 15 is sandwiched, the water stopping protrusion 35 is pressed against the elastic body 32, so that the water stopping state is extended over the entire horizontal direction of the front end edge 15b (see FIG. 8 (c)), and in this state, it is configured so that it can be pressure-bonded and fixed onto the waterstop engaging horizontal bar 30 (see FIGS. 11 (c) and 12). At the same time, the front end edge 15b of the waterproof sheet 15 is held in a water-stopped state by pressing the upper surface 30 'of the waterstop engaging horizontal bar 30 and the lower surface of the presser horizontal bar 27b.

上記正面固定バー27は、図4に示すように、上記押え横杆27bの両端部に形成された嵌合凹部50,50に上記押え柱27a,27aの下端部を嵌合しボルト等にて固定することにより、上記両端部に上記押え柱27a,27aを立設し、全体を凹形状に構成することができる。上記正面固定バー27は、この凹形状に組んだ後、上記左右方向凹溝12及び上記空間S1,S1内に嵌合固定することができる。   As shown in FIG. 4, the front fixing bar 27 is formed by fitting the lower end portions of the presser columns 27a and 27a to the fitting recesses 50 and 50 formed at both ends of the presser lateral rod 27b. By fixing, the presser pillars 27a and 27a can be erected at the both end portions, and the whole can be formed in a concave shape. The front fixing bar 27 can be fitted and fixed in the left and right concave grooves 12 and the spaces S1 and S1 after being assembled in this concave shape.

図4に示すように、上記通路側垂直止水面14において、上記左右両端設立柱25,25間の中央部には、補強柱45が立設固定され、上記左右両端設立柱25,25の上端部、上記補強柱45の上端部には補強横杆46が嵌合固定される。上記補強柱45は筒状を成しており、上記左右方向溝12の中央部に突設された突出部47に下端を嵌合することで立設固定される(図9(b))。上記補強横杆46の両端部46’は、上記左右両端設立柱25,25の上端部のコ字状突片25a,25a上に載置され(図9(a))、その中央部下面に設けられた凹部46a内に上記補強柱45の上端突部45aを嵌合することで、上記左右両端設立柱25,25及び補強柱45上に固定される(図9(a)(b))。   As shown in FIG. 4, in the passage-side vertical water blocking surface 14, a reinforcing column 45 is erected and fixed at a central portion between the left and right both-end established columns 25 and 25, and the upper ends of the left and right both-end established columns 25 and 25. Reinforcing reeds 46 are fitted and fixed to the upper ends of the reinforcing columns 45. The reinforcing column 45 has a cylindrical shape, and is erected and fixed by fitting a lower end to a protruding portion 47 protruding from the central portion of the horizontal groove 12 (FIG. 9B). Both end portions 46 ′ of the reinforcing horizontal bar 46 are placed on the U-shaped projecting pieces 25a and 25a at the upper end portions of the left and right both end establishment columns 25 and 25 (FIG. 9 (a)), By fitting the upper end protrusion 45a of the reinforcing column 45 into the provided recess 46a, it is fixed on the left and right end establishment columns 25, 25 and the reinforcing column 45 (FIGS. 9A and 9B). .

上記防水シート収納箱13の後方側の上記壁板5の背面壁板5c上には柱収納箱37が設けられている。この柱収納箱37内には、上記補強柱45、上記補強横杆46、上記正面固定バー27の押え柱27a(2本)、上記正面固定バー27の押え横杆27bが収納されている。   A column storage box 37 is provided on the rear wall plate 5 c of the wall plate 5 on the rear side of the waterproof sheet storage box 13. In the column storage box 37, the reinforcing column 45, the reinforcing horizontal rod 46, the pressing columns 27a (two) of the front fixing bar 27, and the pressing horizontal rod 27b of the front fixing bar 27 are stored.

また、左右方向凹溝12の上面開口は通常は蓋体47にて閉鎖され、上記蓋体47が上記通路3の地上面3’と面一となっており、歩行に支障を来たさないように構成されている。   Further, the upper surface opening of the left and right groove 12 is normally closed by a lid 47, and the lid 47 is flush with the ground surface 3 'of the passage 3, so that it does not hinder walking. It is configured as follows.

本発明の地下入口の止水装置は上述のように構成されるものであり、次に、本装置の機能について説明する。   The water stop device at the underground entrance of the present invention is configured as described above. Next, the function of this device will be described.

通常時は、図1に示すように、左右方向凹溝12上は上記蓋体47により覆われており、左右門柱壁板5a,5bにおける止水用係合杆18,18上には全体に複数の押え杆22がボルトBにより固定された状態となっており、左右方向凹溝12内部は勿論、止水用係合杆18,18の係合ピン17a,21、弾性体20は上記押え杆22により被覆された状態(図7(a)、図8(a)の状態)となっている。   Normally, as shown in FIG. 1, the left and right grooves 12 are covered with the lid 47, and the water stopping engagement rods 18 and 18 on the left and right gate wall plates 5a and 5b are entirely covered. The plurality of presser barbs 22 are fixed by bolts B, and the engaging pins 17a and 21 and the elastic body 20 of the waterstop engaging barks 18 and 18 as well as the inside of the left and right concave groove 12 are the presser foot. It is in the state (the state of FIG. 7A and FIG. 8A) covered with the flange 22.

かかる状態から地下入口の止水装置を構成するには、まず、柱収納箱37を開いて、内部から、正面固定バー27の2本の押え柱27a,27a、押え横杆27b、補強柱45、補強横杆46を取り出し、図4に示すように、蓋体47を取り外して左右方向凹溝12内の中央部に補強柱45を立設固定し、該補強柱45の上端、及び上記左右両端設立柱25,25の上端部に上記補強横杆46を固定して通路側垂直止水面14の骨格を構成する。尚、上記押え横杆27bの両端部に押え柱27a,27aを固定して凹形状の正面固定バー27を構成しておく。   In order to configure the water stop device at the underground entrance from such a state, first, the column storage box 37 is opened, and from the inside, the two presser columns 27a and 27a of the front fixing bar 27, the presser horizontal rod 27b, and the reinforcing column 45 4 and take out the reinforcing horizontal flange 46, and remove the lid 47, as shown in FIG. 4, and fix the reinforcing column 45 upright in the center of the left and right groove 12, and the upper end of the reinforcing column 45 and the left and right The reinforcing reed 46 is fixed to the upper ends of the both ends establishment pillars 25 and 25 to constitute the skeleton of the passage-side vertical water blocking surface 14. Note that the presser pillars 27a and 27a are fixed to both ends of the presser horizontal bar 27b to form a concave front fixing bar 27.

また、図4に示すように、各押え杆22上のボルトBを外して、上記複数の押え杆22を止水用係合杆18から一旦全て取り外しておく。さらに、左右の係合杆16’の内面閉鎖蓋16b,16bを開いて全ての係合ピン17aを露出しておく。   Further, as shown in FIG. 4, the bolt B on each presser bar 22 is removed, and all of the plurality of presser bars 22 are once removed from the water stop engaging bar 18. Further, the inner surface closing lids 16b, 16b of the left and right engagement rods 16 'are opened to expose all the engagement pins 17a.

次に、補強ネット収納箱10を開いて内部から補強ネット11を取り出し、前方に引き出して上記左右壁板5,5間の上記地上開口部2全域(開口部側水平止水面14’)を水平に被覆すると共に、さらに前方に引き出して、上記補強横杆46より垂直下方に方向転換して下方側に引き出して行き、その前端縁11bの網目を上記左右方向凹溝12内のピン43’(4箇所)に係合する(図5、図8(b)参照)。その後、地上開口部2上に水平に引き出された上記補強ネット11の左右両側縁11c,11cの網目を上記係合杆16’,16’の上記複数の係合ピン17aに各々係合する。本実施形態では左右方向各々6箇所(左右計12箇所)の係合ピン17aに上記補強ネット11の左右側縁11cの網目を係合する。これにより、図5に示すように左右壁板5,5間の開口部側水平止水面14’及び通路側垂直止水面14に上記補強ネットを張設することができた。尚、上記垂直止水面14においては、上記補強ネット11は上記補強横杆46と上記ピン43’との間に張設された状態となる。   Next, the reinforcing net storage box 10 is opened, the reinforcing net 11 is taken out from the inside, and is pulled forward to horizontally extend the entire area of the ground opening 2 between the left and right wall plates 5 and 5 (opening side horizontal water blocking surface 14 '). And is further pulled forward, changed direction vertically downward from the reinforcing ledge 46 and pulled downward, and the mesh of the front edge 11b of the pin 43 ′ ( 4 places) (refer FIG. 5, FIG.8 (b)). Thereafter, the meshes of the left and right side edges 11c, 11c of the reinforcing net 11 drawn horizontally on the ground opening 2 are respectively engaged with the plurality of engaging pins 17a of the engaging rods 16 ', 16'. In the present embodiment, the meshes of the left and right side edges 11c of the reinforcing net 11 are engaged with the engaging pins 17a at six places in the left and right direction (12 places in total). As a result, as shown in FIG. 5, the reinforcing net could be stretched between the opening side horizontal water blocking surface 14 ′ and the passage side vertical water blocking surface 14 between the left and right wall plates 5, 5. In the vertical water blocking surface 14, the reinforcing net 11 is stretched between the reinforcing horizontal bar 46 and the pin 43 '.

次に、防水シート収納箱13を開いて内部から防水シート15を取り出し、上記補強ネット11上面側において、前方に引き出して行き、左右の上記止水用係合杆18,18上を被覆して地上開口部2上の開口部側水平止水面14’を閉鎖していくと共に、さらに前方に引き出して、上記補強横杆46より垂直下方に方向転換して下方側に引き出して行き、前端の拡幅部15dによって左右両端設立柱25,25の前面側を被覆して、左右方向凹溝12内において、その前端縁15bを水平前方に若干折り曲げて、上記前端縁15bのハトメ24(4箇所)を4本の係合ピン33に各々係合する(図6、図8(b)参照)。   Next, the waterproof sheet storage box 13 is opened, the waterproof sheet 15 is taken out from the inside, and is drawn forward on the upper surface side of the reinforcement net 11 to cover the left and right water-stopping engagement rods 18 and 18. The opening side horizontal water blocking surface 14 ′ on the ground opening 2 is closed, and further drawn forward, turned vertically downward from the reinforcing ledge 46, and drawn downward to widen the front end. The front side of the left and right both ends establishment pillars 25, 25 is covered by the portion 15d, and the front edge 15b is slightly bent horizontally forward in the left and right direction concave groove 12, so that the eyelets 24 (four places) of the front edge 15b are formed. The four engaging pins 33 are engaged with each other (see FIGS. 6 and 8B).

その後、上記水平に引き出された上記防水シート15の左右側縁15c,15cの複数のハトメ24を上記止水用係合杆18,18の対応する位置の上記係合ピン21に挿入係合する。本実施形態では左右方向各々11箇所(左右計22箇所)の係合ピン21に上記防水シート15のハトメ24を係合する(図7(b)(c))。   Thereafter, the plurality of eyelets 24 on the left and right side edges 15c, 15c of the waterproof sheet 15 drawn out horizontally are inserted and engaged with the engagement pins 21 at the corresponding positions of the water stopping engagement rods 18, 18. . In the present embodiment, the eyelets 24 of the waterproof sheet 15 are engaged with 11 engaging pins 21 in each of the left and right directions (22 places in total) (FIGS. 7B and 7C).

その後、上記左右の全ての押え杆22を左右の上記止水用係合杆18,18上に圧着固定する。即ち、上記複数の押え杆22を、上記止水用係合杆18上に各々圧着し、止水用突条23と上記弾性体20との間に上記防水シート15の左右側縁15cを挟持した図8(c)に示す状態で、ボルトBを貫通孔29から上記係合ピン21の螺子孔21aに螺合し、これにより防水シート15を挟んで上記押え杆22を上記止水用係合杆18に圧着固定する。かかる構成により、上記開口側水平止水面14’を被覆する防水シート15の左右側縁15cを前後方向の全域に亘って止水状態とすることができる。また、上記止水用係合杆18上に上記押え杆22を固定したとき、図8に示すように、係合ピン17aの上端位置に上記押え杆22の下面が近接するため、上記補強用ネット11が抜け止め固定される。   Thereafter, all the left and right presser foot 22 are crimped and fixed on the left and right water-stopping engagement rods 18, 18. That is, the plurality of presser barbs 22 are respectively crimped onto the water stop engaging bar 18, and the right and left side edges 15 c of the waterproof sheet 15 are sandwiched between the water stop ridge 23 and the elastic body 20. In the state shown in FIG. 8C, the bolt B is screwed into the screw hole 21a of the engagement pin 21 from the through hole 29, and thereby the presser foot 22 is sandwiched between the waterproof sheet 15 and the water stop engagement member. Crimp and fix to the joint 18. With this configuration, the right and left side edges 15c of the waterproof sheet 15 covering the opening-side horizontal water-stopping surface 14 'can be in a water-stopping state over the entire area in the front-rear direction. Further, when the presser foot 22 is fixed on the water stop engaging bar 18, the lower surface of the presser bar 22 is close to the upper end position of the engaging pin 17a as shown in FIG. The net 11 is fixed and secured.

次に、上記正面固定バー27を上記左右方向凹溝12及び左右両端設立柱25,25の前方の縦方向凹溝26,26の空間S1,S1に嵌合挿入する。まず、上記正面固定バー27の押え横杆27bを上記左右方向凹溝12内に嵌合する。即ち、図8(c)に示すように、上記押え横杆27bを上記止水用係合横杆30上に圧着し、止水用突条35と上記弾性体32との間に上記防水シート15の前端縁15bを挟持した図8(c)に示す状態で、ボルトBを貫通孔36から上記係合ピン33の螺子孔33aに螺合し、これにより防水シート15の前端縁15bを挟んで上記押え横杆27bを上記止水用係合横杆30上に圧着する。かかる構成により、上記通路側垂直止水面14を被覆する防水シート15の前端縁15bを上記左右方向凹溝12の左右方向の全域に亘って止水状態とすることができる。   Next, the front fixing bar 27 is fitted and inserted into the spaces S1 and S1 of the vertical concave grooves 26 and 26 in front of the left and right concave grooves 12 and the left and right both end establishment columns 25 and 25. First, the presser lateral flange 27b of the front fixing bar 27 is fitted into the left and right groove 12. That is, as shown in FIG. 8 (c), the presser horizontal bar 27 b is pressure-bonded onto the waterstop engaging horizontal bar 30, and the waterproof sheet is interposed between the waterstop protrusion 35 and the elastic body 32. 8 (c) with the front end edge 15b of 15 being sandwiched, the bolt B is screwed into the screw hole 33a of the engagement pin 33 from the through hole 36, thereby sandwiching the front end edge 15b of the waterproof sheet 15. Then, the presser foot spatula 27b is pressure-bonded onto the water stop engaging spatula 30. With this configuration, the front end edge 15b of the waterproof sheet 15 covering the passage-side vertical waterstop surface 14 can be in a waterstop state over the entire region in the left-right direction of the left-right groove 12.

さらに上記正面固定バー27の上記嵌合固定状態において、上記正面固定バー27の左右の押え柱27a,27aは各々上記空間S1,S1内に挿入嵌合されており、図10に示すように、上記押え柱27a,27aは上記左右両端設立柱25,25の前面に圧着し、止水用突条42と上記弾性体41との間に上記防水シート15の左右側縁15c,15cを挟持した状態となっている。この状態において、上記押え柱27a,27aの上端部前方からボルトBを上記前端の押え杆22の前面の螺子孔22a(図9(a))に螺子込むことで、上記押え柱27a,27aを各々上記左右両端設立柱25,25に圧着し(図5)、これにより防水シート15の垂直面における左右側縁15c,15cを挟んで上記押え柱27a,27aを上記左右両端設立柱25,25に圧着固定することができる。かかる構成により、上記通路側垂直止水面14を被覆する防水シート15の左右側縁15cの上下方向全域に亘って止水状態とすることができる。上記防水シート15は上記垂直止水面14においては、上記補強横杆46、押え柱27a,27a、押え横杆27bの間に張設された状態となる。   Further, in the fitting and fixing state of the front fixing bar 27, the left and right presser columns 27a and 27a of the front fixing bar 27 are inserted and fitted into the spaces S1 and S1, respectively. As shown in FIG. The presser columns 27a and 27a are pressure-bonded to the front surfaces of the left and right both-end established columns 25 and 25, and the left and right side edges 15c and 15c of the waterproof sheet 15 are sandwiched between the water stopping protrusion 42 and the elastic body 41. It is in a state. In this state, the bolts B are screwed into the screw holes 22a (FIG. 9 (a)) on the front surface of the presser bar 22 at the front end from the front of the upper ends of the presser columns 27a and 27a, whereby the presser columns 27a and 27a are inserted. Each of the left and right ends established columns 25 and 25 is pressure-bonded (FIG. 5), whereby the left and right ends established columns 25 and 25 are sandwiched between the left and right edges 15c and 15c on the vertical surface of the waterproof sheet 15, respectively. It can be crimped and fixed to. With this configuration, it is possible to make the water stop state over the entire vertical direction of the left and right side edges 15c of the waterproof sheet 15 covering the passage-side vertical water stop surface 14. The waterproof sheet 15 is in a state of being stretched between the reinforcing horizontal surface 46, the presser columns 27 a and 27 a, and the presser horizontal surface 27 b on the vertical water blocking surface 14.

以上の構成により、図6に示すように、地下入口における上記左右門柱壁板5a,5b間の開口部側水平止水面14’全体及び入口通路3を形成する左右両端設立柱25,25間の通路側垂直止水面14全体を1枚の防水シート15によって止水状態に被覆することができる。   With the above configuration, as shown in FIG. 6, between the left and right end established columns 25, 25 forming the entire opening side horizontal water blocking surface 14 ′ between the left and right gate column wall plates 5 a, 5 b at the underground entrance and the entrance passage 3. The entire passage-side vertical water blocking surface 14 can be covered with a single waterproof sheet 15 in a water blocking state.

この被覆状態においては、図6に一点鎖線で示すように、防水シート15の側縁全周、即ち、上記防水シート15の後端縁15aは上記防水シート収納箱10内において止水状態に固定されており(ラインP1部分)、上記防水シート15の左右側縁15c,15cは上記左右の止水用係合部16,16の押え杆22によって左右のラインP2,P2部分にて前後方向全域に亘って止水されており、さらに防水シート15の左右側縁15c,15cは上記左右両端設立柱25,25間の垂直部分においては押え柱27a,27aによって左右のラインP3,P3部分にて止水されており、さらに防水シート15の前端縁15bは、上記押え横杆27bによって左右方向の全域に亘ってラインP4部分にて止水されており、このように防水シート15の周縁部の全周は、ラインP1,P2,P3,P4に亘って途切れることなく止水された状態となる。   In this covered state, as shown by a one-dot chain line in FIG. 6, the entire side edge of the waterproof sheet 15, that is, the rear edge 15 a of the waterproof sheet 15 is fixed in a water-stopped state in the waterproof sheet storage box 10. The left and right side edges 15c, 15c of the waterproof sheet 15 are entirely in the front-rear direction in the left and right lines P2, P2 by the presser foot 22 of the left and right water-stop engaging portions 16, 16. Further, the right and left side edges 15c and 15c of the waterproof sheet 15 are provided at the left and right lines P3 and P3 by the pressing columns 27a and 27a in the vertical portion between the left and right end establishment columns 25 and 25, respectively. Further, the front end edge 15b of the waterproof sheet 15 is stopped at the line P4 portion over the entire region in the left-right direction by the presser lateral lever 27b. The entire circumference of the peripheral portion 15 is a water stopping state without interruption across the line P1, P2, P3, P4.

従って、洪水等が発生して、上記地下入口1付近の水位が上昇しても、地下構内への階段4の前方の通路側垂直止水面14において、防水シート15により地下への流水を確実に防止することができる。   Therefore, even if a flood or the like occurs and the water level near the underground entrance 1 rises, the waterproof sheet 15 surely allows the underground water to flow into the underground on the passage-side vertical water blocking surface 14 in front of the stairs 4 to the underground premises. Can be prevented.

また、上記水位が上昇して当該水位が地下入口1の地上開口部2の周囲の壁板5の高さを超えたとしても、上記壁板5間の上端部の開口部全体が上記防水シート15により止水状態で水平に被覆されているので、地下への流水を確実に防止することができる。   Even if the water level rises and the water level exceeds the height of the wall plate 5 around the ground opening 2 of the underground entrance 1, the entire opening at the upper end between the wall plates 5 is not covered by the waterproof sheet. 15 is covered horizontally in a water-stopped state, so that water flowing underground can be reliably prevented.

また、上記防水シート15の内側の略全域には補強ネット11が張設されているので、上記開口部側水平止水面14’の防水シート15上に作用する水圧を内側の上記補強ネット11により支持することができ、高い防水性を発揮することができる。   Further, since the reinforcement net 11 is stretched over substantially the entire area inside the waterproof sheet 15, the water pressure acting on the waterproof sheet 15 on the opening side horizontal water blocking surface 14 ′ is transferred by the inner reinforcement net 11. It can support and can exhibit high waterproofness.

また、通路側垂直止水面14においても、上記防水シート15の内側には補強ネット11が張設されているので、上記通路側垂直止水面14側において防水シート15に作用する水圧を上記補強ネット11により支持することができ、高い防水性を発揮することができる。   Further, since the reinforcement net 11 is stretched inside the waterproof sheet 15 also on the passage-side vertical water blocking surface 14, the water pressure acting on the waterproof sheet 15 on the passage-side vertical water blocking surface 14 side is increased. 11 and can exhibit high waterproofness.

尚、防水シート収納箱13、補強ネット収納箱10を用いない場合は、現場に防水シート15、補強ネット11を持ち込み、防水シート15の後端縁15aを壁板5の後端部の背面壁板5cの上面5’上において、上記止水用係合杆18と押え杆22と同様の構造により左右方向全域に亘って止水状態に固定し、かつ上記背面壁板5cに係合ピン17aを連設し、上記補強ネット11の後端縁11aの網目を上記係合ピン17aに係合すれば良い。   When the waterproof sheet storage box 13 and the reinforcement net storage box 10 are not used, the waterproof sheet 15 and the reinforcement net 11 are brought to the site, and the rear edge 15a of the waterproof sheet 15 is connected to the rear wall of the rear end portion of the wall plate 5. On the upper surface 5 ′ of the plate 5 c, the water stop state is fixed over the entire region in the left-right direction by the same structure as the water stop engagement rod 18 and the presser foot 22, and the engagement pin 17 a is attached to the back wall plate 5 c. And the mesh of the rear end edge 11a of the reinforcing net 11 may be engaged with the engaging pin 17a.

図14に示すものは、本発明の他の実施形態であり、図7に示す止水用係合部16を壁板5の上面5’に設けたものである。尚、図14において、上記実施形態と同一部分又は対応部分については同一符号を付してそれらの説明は省略する。図1に示すように上記上面5’に小柱6、落下防止杆7が設けられている場合は、同図に示すように止水用係合部16を壁板5の対向面5”に設けたが、図13に示すように、地下入口の壁板5の上面に何も存在しない場合は、図14に示すように、止水用係合杆18、係合ピン17aを上記上面5’上に設け、上記係合杆18上に押え杆22を防止シート15を挟持した状態でボルトBにて圧着するように構成することができる。このように構成しても、上記の実施形態と同様の効果を得ることができる。   FIG. 14 shows another embodiment of the present invention, in which the water stop engaging portion 16 shown in FIG. 7 is provided on the upper surface 5 ′ of the wall plate 5. In FIG. 14, the same or corresponding parts as those in the above embodiment are designated by the same reference numerals and their description is omitted. As shown in FIG. 1, when the small column 6 and the fall prevention rod 7 are provided on the upper surface 5 ′, the water stop engaging portion 16 is provided on the opposing surface 5 ″ of the wall plate 5 as shown in FIG. If there is nothing on the upper surface of the wall plate 5 at the basement entrance as shown in FIG. 13, the water-stopping engagement rod 18 and the engagement pin 17a are connected to the upper surface 5 as shown in FIG. The presser bar 22 is provided on the engagement bar 18 and can be configured to be crimped by the bolt B with the prevention sheet 15 being sandwiched between them. The same effect can be obtained.

図15に示すものは、上記補強ネット11の内側(下側)にさらに補強用のワイヤロープ(ワイヤ)51を上記壁板5,5間の左右方向に、前後方向の所定間隔毎に張設したものである。このワイヤロープ51は例えばステンレス鋼製の直径約16mmのワイヤを用いる。上記開口部側水平止水面14’においては、図15(a)に示すように、上記係合杆16’における係合ピン17aの下側位置において、ワイヤ係合リング52を設け、上記ワイヤ51の両端部に設けた係合リング51’を上記ワイヤ係合リング52に係合することで上記壁板5,5間に張設する。   In the structure shown in FIG. 15, a reinforcing wire rope (wire) 51 is further stretched on the inner side (lower side) of the reinforcing net 11 in the left-right direction between the wall plates 5 and 5 at predetermined intervals in the front-rear direction. It is a thing. The wire rope 51 is made of, for example, a stainless steel wire having a diameter of about 16 mm. In the opening side horizontal water blocking surface 14 ′, as shown in FIG. 15A, a wire engagement ring 52 is provided at a position below the engagement pin 17a in the engagement rod 16 ′, and the wire 51 By engaging engagement rings 51 ′ provided at both ends of the wire engagement ring 52, the engagement rings 51 ′ are stretched between the wall plates 5 and 5.

上記通路側垂直止水面14においては、図15(b)に示すように、左右両端設立柱25,25の対向側面における上記補強ネット11の後面側において、ワイヤ係合リング52を設け、上記ワイヤ51の両端部に設けた係合リング51’を上記ワイヤ係合リング52に係合することで上記左右両端設立柱25,25間に張設する。   In the passage-side vertical water blocking surface 14, as shown in FIG. 15 (b), a wire engaging ring 52 is provided on the rear surface side of the reinforcing net 11 on the opposite side surfaces of the left and right end establishment columns 25, 25, and the wire Engagement rings 51 ′ provided at both ends of 51 are engaged with the wire engagement ring 52 so as to be stretched between the left and right both end establishment columns 25, 25.

そして、図13に示すように、上記開口部側水平止水面14’においては、前後方向に略均等間隔に4本の上記ワイヤ51を張設し、上記通路側垂直止水面14においては、上下方向に略均等間隔に2本の上記ワイヤ51を張設する。   As shown in FIG. 13, the four wires 51 are stretched at substantially equal intervals in the front-rear direction on the opening-side horizontal water blocking surface 14 ′, and the passage-side vertical water blocking surface 14 is The two wires 51 are stretched at substantially equal intervals in the direction.

このように構成すると、洪水等によって上記開口部側水平止水面14’及び通路側垂直止水面14において冠水により防水シート15に大きな水圧が作用したとしても、上記防水シート15の内側(下側)の上記補強ネット11、及び、さらにその内側(下側)のワイヤ51にて支持することができるので、大規模な災害等にいて防水シート15上の水位が上昇したとしても、防水シート15及び補強ネット11の水圧による破損等を上記ワイヤ51により効果的に防止して、より安全な止水装置を実現することができる。   If comprised in this way, even if a big water pressure acts on the waterproof sheet 15 by flooding in the said opening side horizontal water stop surface 14 'and the channel | path side vertical water stop surface 14 by flood etc., the inner side (lower side) of the said waterproof sheet 15 will be described. The reinforcing net 11 and the inner (lower) wire 51 can support the waterproof sheet 15 even if the water level on the waterproof sheet 15 rises due to a large-scale disaster or the like. Damage to the reinforcing net 11 due to water pressure is effectively prevented by the wire 51, and a safer water stop device can be realized.

以上のように本発明によれば、地上に設置された地下鉄入口のように、地下入口1の地上開口部2の壁板5の高さを超える水位に到達するような大規模な洪水等が発生しても、地下構内への流水を確実に防止することができるものである。   As described above, according to the present invention, a large-scale flood or the like that reaches a water level exceeding the height of the wall plate 5 of the ground opening 2 of the underground entrance 1 like a subway entrance installed on the ground. Even if it occurs, water flowing into the underground premises can be surely prevented.

即ち、地下入口の入口通路3間の垂直面だけではなく、左右壁板5間の水平面を防水シート15によって止水状態に被覆することができるので、地下入口1の壁板5の高さを超える高い水位の大規模洪水等が発生したとしても、地下構内への流水を確実に防止することができる。   That is, since not only the vertical plane between the entrance passages 3 of the underground entrance but also the horizontal plane between the left and right wall plates 5 can be covered with the waterproof sheet 15 in a water-stopped state, the height of the wall plate 5 of the underground entrance 1 can be increased. Even if a large-scale flood with a higher water level occurs, it is possible to reliably prevent water from flowing into the underground premises.

また、防水シート15の内側面(下面側)に補強ネット11が位置しているので、左右壁板5間を水平に被覆する防水シート15上に冠水したとしても、内側の補強ネット11にて水圧を確実に受け止めることができ、高い防水性を発揮することができる。   Further, since the reinforcing net 11 is located on the inner side surface (lower surface side) of the waterproof sheet 15, even if the waterproof net 15 is covered with the waterproof sheet 15 that horizontally covers the left and right wall plates 5, the inner reinforcing net 11 Water pressure can be reliably received and high waterproofness can be exhibited.

また、予め地下入口1の所定位置の防水シート収納箱13又は補強ネット収納箱10内に防水シート15又は補強ネット11を収納配置しておくことができ、緊急時等においても地下入口1において迅速に止水装置を構成することができる。   In addition, the waterproof sheet 15 or the reinforcing net 11 can be stored and disposed in advance in the waterproof sheet storage box 13 or the reinforcing net storage box 10 at a predetermined position of the underground entrance 1, so that it can be quickly moved at the underground entrance 1 even in an emergency. A water stop device can be configured.

また、止水部材と押え部材との圧着により防水シート15の側縁部を挟持して確実に止水することができる。   In addition, the water can be reliably stopped by clamping the side edge of the waterproof sheet 15 by pressure bonding between the water stop member and the presser member.

また、防水シート15の上記壁板5間の水平張設面と上記左右両端設立柱25,25間の垂直張設面との境界部に補強横杆46が位置するので、上記防水シート15の水平及び垂直の張設面を補強することができ、高い防水性を発揮し得る。   In addition, since the reinforcing horizontal bar 46 is located at the boundary between the horizontal extending surface between the wall plates 5 of the waterproof sheet 15 and the vertical extending surface between the left and right both ends establishment pillars 25, 25, the waterproof sheet 15 The horizontal and vertical stretched surfaces can be reinforced, and high waterproofness can be exhibited.

また、補強ネットの内側にワイヤを張設することで、より大きな水圧を受け止めることができ、極めて高い防水性を発揮することができる。   Further, by stretching a wire inside the reinforcing net, it is possible to receive a larger water pressure and to exhibit extremely high waterproofness.

本発明の地下入口の止水装置は、地下鉄入口、地下道入口等の地下へ連通する通路の入口において広く適用することができるものである。   The water stop device for an underground entrance of the present invention can be widely applied at the entrance of a passage communicating with the underground such as a subway entrance and an underground passage entrance.

1 地下入口
2 地上開口部
3 入口通路
3’ 地上面
4 階段(地下通路)
5 壁板
5a,5b 左右門柱壁板
5c 背面壁板
5” 対向面
10 補強ネット収納箱
11 補強ネット
11a 後端縁
11b 前端縁
11c 左右側縁
12 左右方向凹溝
13 防水シート収納箱
15 防水シート
15a 後端縁
15b 前端縁
15c,15c 左右側縁
17a,43 係合ピン
18 止水用係合杆(止水部材)
20,32,41 弾性体
22 押え杆(押え部材)
23,35,42 突条
25,25 左右両側設立柱(止水部材)
27a 押え柱(押え部材)
27b 押え横杆(押え部材)
30 止水用係合横杆(止水部材)
43’ ピン
46 補強横杆
51 ワイヤ(ワイヤロープ)
B ボルト(締結手段)
G 地面
R 地下通路
Q 壁板の後端部位置
1 Underground entrance 2 Ground opening 3 Entrance passage 3 'Ground surface 4 Stairs (underground passage)
5 Wall plates 5a, 5b Left and right gate column wall plates 5c Back wall plate 5 "Opposing surface 10 Reinforcement net storage box 11 Reinforcement net 11a Rear end edge 11b Front end edge 11c Left right side edge 12 Left and right direction groove 13 Waterproof sheet storage box 15 Waterproof sheet 15a Rear edge 15b Front edge 15c, 15c Left right edge 17a, 43 Engagement pin 18 Water stop engagement rod (water stop member)
20, 32, 41 Elastic body 22 Presser foot (presser member)
23, 35, 42 Ribs 25, 25 Established columns on both the left and right sides (water-stop member)
27a Presser column (presser member)
27b Presser foot (presser member)
30 Water stop engagement recumbent (water stop member)
43 'Pin 46 Reinforcement recumbent 51 Wire (wire rope)
B bolt (fastening means)
G Ground R Underground passage Q Rear end position of wallboard

Claims (7)

地上開口部から地下通路が地下に向けて形成され、上記地上開口部の周囲に所定高さの壁板を略コ字状に立設配置し、対向する左右壁板により上記地下通路に向う入口通路が形成された地下入口の止水装置であって、
上記左右壁板の両側位置に上記壁板の後端部位置から上記入口通路に至る止水用係合杆を前後方向に各々設けると共に、上記両止水用係合杆の各前端に上記入口通路の地上面に至る左右両端設立柱を立設し、
上記左右両端設立柱の設置位置に対応する上記地上面の上記左右壁板間に左右方向凹溝を形成し、
後端縁を上記壁板の後端部に止水状態に固定した防水シートを、上記左右の止水用係合杆上に水平に張設すると共に、上記左右両端設立柱の前面に上記防水シートを垂直に張設し、かつ上記防止シートの前端縁を上記左右方向凹溝内に係止し得るように構成し、
上記左右の止水用係合杆間に位置する上記防水シートの左右側縁に押え杆を各々圧着固定することにより上記防水シートの水平面における上記左右側縁を止水状態に挟持し、
上記左右両端設立柱の前面に位置する上記防水シートの左右側縁に押え柱を各々圧着固定することにより上記防止シートの垂直面における上記左右両側縁を止水状態に挟持し、
上記左右方向凹溝内に位置する上記防水シートの上記前端縁に押え横杆を圧着することにより上記防水シートの上記前端縁を止水状態に挟持したものであることを特徴とする地下入口の止水装置。
An underground passage is formed from the ground opening toward the basement, and a wall plate having a predetermined height is arranged in a substantially U shape around the ground opening, and the entrance toward the underground passage is formed by opposing left and right wall plates. A water stop device at an underground entrance where a passage is formed,
Water stop engagement rods extending from the rear end position of the wall plate to the inlet passage are provided in the front-rear direction on both sides of the left and right wall plates, and the inlets are provided at the front ends of the both water stop engagement rods. Established left and right pillars up to the ground surface of the passage,
A left and right groove is formed between the left and right wall plates on the ground surface corresponding to the installation positions of the left and right both ends establishment pillars
A waterproof sheet having a rear edge fixed to the rear end portion of the wall plate in a water-stopped state is horizontally stretched on the left and right water-stopping engagement rods, and the waterproof sheet is formed on the front of the left and right both-end establishment pillars. A sheet is vertically stretched, and the front edge of the prevention sheet is configured to be locked in the left and right groove,
Holding the left and right side edges in the horizontal plane of the waterproof sheet in a water-stopped state by crimping and fixing a presser foot to the right and left side edges of the waterproof sheet located between the left and right water-stop engaging hooks,
Holding the right and left side edges on the vertical surface of the prevention sheet in a water-stopped state by pressing and fixing the pressing pillars to the right and left side edges of the waterproof sheet located in front of the left and right both ends establishment pillars,
The underground entrance is characterized in that the front edge of the waterproof sheet is held in a water-stopped state by crimping a presser foot to the front edge of the waterproof sheet positioned in the left and right groove. Water stop device.
上記左右壁板及び上記左右方向凹溝内に各々補強ネットの係合ピンを連設し、
張設された上記防水シートの内面側において、補強ネットの左右側縁を上記係合ピンに係止することにより上記補強ネットを上記左右壁板間に水平に張設すると共に、上記左右両端設立柱の間に上記補強ネットを垂直に張設し、さらに上記補強ネットの前端縁を上記左右方向凹溝内の上記係合ピンに係止し得るように構成したものであることを特徴とする請求項1記載の地下入口の止水装置。
Engaging pins for reinforcing nets are provided in the left and right wall plates and the left and right concave grooves,
On the inner surface side of the stretched waterproof sheet, the left and right edges of the reinforcement net are locked to the engagement pins to horizontally stretch the reinforcement net between the left and right wall plates, and establish both left and right ends. The reinforcing net is vertically stretched between columns, and the front end edge of the reinforcing net is configured to be able to be locked to the engaging pin in the left and right concave groove. The water stop device for an underground entrance according to claim 1.
上記壁板の後端部に上記防水シートがその後端縁を止水状態に固定された状態で折り畳まれて収納された防水シート収納部を設置し、
上記防水シートは上記防水シート収納部から上記入口通路側に引き出すことで、上記左右の止水用係合杆間及び上記左右両端設立柱間に張設可能に構成されたものであることを特徴とする請求項1又は2記載の地下入口の止水装置。
A tarpaulin storage portion is provided in which the tarpaulin is folded and stored in a state where the rear edge is fixed in a water-stopped state at the rear end portion of the wall plate,
The waterproof sheet is configured to be stretchable between the left and right water-stop engaging ribs and between the left and right both-end establishment pillars by being drawn out from the waterproof sheet storage portion to the inlet passage side. The water stop device at the underground entrance according to claim 1 or 2.
上記壁板の後端部に上記補強ネットがその後端縁を固定された状態で折り畳まれて収納された補強ネット収納部を設置し、
上記補強ネットは上記補強ネット収納部から上記入口通路側に引き出すことで、上記左右の壁板間及び上記左右両端設立柱間に張設可能に構成されたものであることを特徴とする請求項2に記載の地下入口の止水装置。
A reinforcing net storage unit is installed in which the reinforcing net is folded and stored in a state where the rear end edge is fixed to the rear end of the wall plate,
The reinforcing net is constructed so as to be stretched between the left and right wall plates and between the left and right both ends establishment pillars by being drawn out from the reinforcing net storage portion to the entrance passage side. underground inlet water stop device according to 2.
上記防水シートの左右側縁及び前端縁の止水構造は、上記防水シートの一方側に位置し上記防水シートの左右側縁又は前端縁に沿って直線状に位置する弾性体を具備する止水部材と、上記防水シートの他方側に位置し上記弾性体に圧着し得る突条を具備する押え部材とにより構成し、
上記止水部材の上記弾性体と上記押え部材の上記突条とによって上記防水シートの上記左右側縁又は前端縁を挟持した状態で、上記止水部材と上記押え部材とを締結手段により圧着するものであることを特徴とする請求項1〜4の何れかに記載の地下入口の止水装置。
The waterproof structure of the right and left side edges and the front edge of the waterproof sheet is a water stop structure including an elastic body that is located on one side of the waterproof sheet and linearly positioned along the left and right edges or the front edge of the waterproof sheet. Constituted by a member and a pressing member provided with a protrusion located on the other side of the waterproof sheet and capable of being crimped to the elastic body,
In a state where the left and right side edges or the front edge of the waterproof sheet is sandwiched between the elastic body of the water stop member and the protrusions of the press member, the water stop member and the press member are pressure-bonded by fastening means. The water stop device for an underground entrance according to any one of claims 1 to 4, wherein the water stop device is an underground water inlet.
上記左右両端設立柱の上端部間に補強横杆を固定したものであることを特徴とする請求項1〜5の何れかに記載の地下入口の止水装置。   The water stop device for an underground entrance according to any one of claims 1 to 5, wherein a reinforcing reed is fixed between upper end portions of the left and right both end established columns. 上記左右壁板間の前後方向の複数箇所において、上記補強ネットの内側に、左右方向にワイヤを張設したものであることを特徴とする請求項2〜6の何れかに記載の地下入口の止水装置。   The underground entrance according to any one of claims 2 to 6, wherein a plurality of wires in the front-rear direction between the left and right wall plates are stretched in the left-right direction inside the reinforcing net. Water stop device.
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