JP7664749B2 - Water stop mechanism - Google Patents
Water stop mechanism Download PDFInfo
- Publication number
- JP7664749B2 JP7664749B2 JP2021076367A JP2021076367A JP7664749B2 JP 7664749 B2 JP7664749 B2 JP 7664749B2 JP 2021076367 A JP2021076367 A JP 2021076367A JP 2021076367 A JP2021076367 A JP 2021076367A JP 7664749 B2 JP7664749 B2 JP 7664749B2
- Authority
- JP
- Japan
- Prior art keywords
- water
- storage groove
- stopping
- stopping member
- ground
- 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.)
- Active
Links
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 title claims description 117
- 239000004918 carbon fiber reinforced polymer Substances 0.000 claims description 10
- 230000007423 decrease Effects 0.000 claims description 5
- 230000000903 blocking effect Effects 0.000 claims 1
- 238000004078 waterproofing Methods 0.000 claims 1
- 239000000463 material Substances 0.000 description 13
- 229910000831 Steel Inorganic materials 0.000 description 5
- 239000002131 composite material Substances 0.000 description 5
- 239000010959 steel Substances 0.000 description 5
- 230000000149 penetrating effect Effects 0.000 description 4
- 239000003365 glass fiber Substances 0.000 description 3
- 229910052751 metal Inorganic materials 0.000 description 3
- 239000002184 metal Substances 0.000 description 3
- 230000000630 rising effect Effects 0.000 description 3
- UFHFLCQGNIYNRP-UHFFFAOYSA-N Hydrogen Chemical compound [H][H] UFHFLCQGNIYNRP-UHFFFAOYSA-N 0.000 description 2
- 229920000877 Melamine resin Polymers 0.000 description 2
- 239000004640 Melamine resin Substances 0.000 description 2
- 230000006835 compression Effects 0.000 description 2
- 238000007906 compression Methods 0.000 description 2
- 230000000694 effects Effects 0.000 description 2
- 239000011152 fibreglass Substances 0.000 description 2
- 230000002706 hydrostatic effect Effects 0.000 description 2
- 230000002093 peripheral effect Effects 0.000 description 2
- 229920005989 resin Polymers 0.000 description 2
- 239000011347 resin Substances 0.000 description 2
- 239000002689 soil Substances 0.000 description 2
- KXGFMDJXCMQABM-UHFFFAOYSA-N 2-methoxy-6-methylphenol Chemical compound [CH]OC1=CC=CC([CH])=C1O KXGFMDJXCMQABM-UHFFFAOYSA-N 0.000 description 1
- 125000003903 2-propenyl group Chemical group [H]C([*])([H])C([H])=C([H])[H] 0.000 description 1
- 229910000838 Al alloy Inorganic materials 0.000 description 1
- DQEFEBPAPFSJLV-UHFFFAOYSA-N Cellulose propionate Chemical compound CCC(=O)OCC1OC(OC(=O)CC)C(OC(=O)CC)C(OC(=O)CC)C1OC1C(OC(=O)CC)C(OC(=O)CC)C(OC(=O)CC)C(COC(=O)CC)O1 DQEFEBPAPFSJLV-UHFFFAOYSA-N 0.000 description 1
- 239000001856 Ethyl cellulose Substances 0.000 description 1
- ZZSNKZQZMQGXPY-UHFFFAOYSA-N Ethyl cellulose Chemical compound CCOCC1OC(OC)C(OCC)C(OCC)C1OC1C(O)C(O)C(OC)C(CO)O1 ZZSNKZQZMQGXPY-UHFFFAOYSA-N 0.000 description 1
- 239000000020 Nitrocellulose Substances 0.000 description 1
- 229920001807 Urea-formaldehyde Polymers 0.000 description 1
- FJWGYAHXMCUOOM-QHOUIDNNSA-N [(2s,3r,4s,5r,6r)-2-[(2r,3r,4s,5r,6s)-4,5-dinitrooxy-2-(nitrooxymethyl)-6-[(2r,3r,4s,5r,6s)-4,5,6-trinitrooxy-2-(nitrooxymethyl)oxan-3-yl]oxyoxan-3-yl]oxy-3,5-dinitrooxy-6-(nitrooxymethyl)oxan-4-yl] nitrate Chemical compound O([C@@H]1O[C@@H]([C@H]([C@H](O[N+]([O-])=O)[C@H]1O[N+]([O-])=O)O[C@H]1[C@@H]([C@@H](O[N+]([O-])=O)[C@H](O[N+]([O-])=O)[C@@H](CO[N+]([O-])=O)O1)O[N+]([O-])=O)CO[N+](=O)[O-])[C@@H]1[C@@H](CO[N+]([O-])=O)O[C@@H](O[N+]([O-])=O)[C@H](O[N+]([O-])=O)[C@H]1O[N+]([O-])=O FJWGYAHXMCUOOM-QHOUIDNNSA-N 0.000 description 1
- 230000001133 acceleration Effects 0.000 description 1
- 229920006218 cellulose propionate Polymers 0.000 description 1
- 239000013013 elastic material Substances 0.000 description 1
- 229920001971 elastomer Polymers 0.000 description 1
- 239000003822 epoxy resin Substances 0.000 description 1
- 229920001249 ethyl cellulose Polymers 0.000 description 1
- 235000019325 ethyl cellulose Nutrition 0.000 description 1
- 230000005484 gravity Effects 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 238000000465 moulding Methods 0.000 description 1
- 229920001220 nitrocellulos Polymers 0.000 description 1
- 229920001568 phenolic resin Polymers 0.000 description 1
- 239000005011 phenolic resin Substances 0.000 description 1
- 229920000647 polyepoxide Polymers 0.000 description 1
- 239000013535 sea water Substances 0.000 description 1
- 230000001629 suppression Effects 0.000 description 1
Landscapes
- Power-Operated Mechanisms For Wings (AREA)
- Buildings Adapted To Withstand Abnormal External Influences (AREA)
- Special Wing (AREA)
- Barrages (AREA)
Description
本発明は、止水機構に関する。 The present invention relates to a water-stopping mechanism.
下記特許文献1には、収容穴に収容されたシート保管筒柱を上方へ引き上げ、止水シートをシート保管筒柱から引き出し、止水シートに設けられたフックを側壁に係合させて、側壁の内側への浸水を抑止する止水装置が示されている。 The following Patent Document 1 shows a water-stopping device that prevents water from seeping inside the side wall by pulling up a sheet storage cylinder housed in a storage hole, pulling out a water-stopping sheet from the sheet storage cylinder, and engaging a hook on the water-stopping sheet with the side wall.
上記特許文献1の止水装置では、アルミニウム合金やスチール等の金属板材によって形成された止水扉や止水部材を用いる場合と比較して軽量な止水シートを用いている。このため、止水作業を、比較的容易に行い得る。しかし、止水作業を人為的に行うことが難しい状況、例えば夜間や人の不在時においては、側壁、すなわち壁体の内側への浸水を抑止することが難しい。 The water-stopping device in Patent Document 1 uses a lightweight water-stopping sheet compared to water-stopping doors or water-stopping members made of metal plate materials such as aluminum alloys or steel. This makes it relatively easy to perform water-stopping work. However, in situations where it is difficult to perform water-stopping work manually, such as at night or when no one is present, it is difficult to prevent water from seeping into the side walls, i.e., the inside of the wall body.
本発明の課題は、上記事実を考慮して、人が作業することなく壁体の内側への浸水を抑制できる止水機構を提供することを目的とする。 Taking the above facts into consideration, the objective of the present invention is to provide a water-stopping mechanism that can prevent water from entering the inside of a wall without manual intervention.
請求項1の止水機構は、出入口が形成された壁体と、前記出入口の周縁の地面に形成された収納溝に収納された収納状態と、前記収納溝に導かれた水の水圧により収納溝から上昇して前記壁体の外側から内側への浸水を抑制する止水状態との間を移動可能とされる止水部材と、前記壁体の外側の水を前記収納溝へ導く導水路を形成している水路部材と、を備え、前記水路部材は、前記壁体の外側の前記地面に開口した一端から前記収納溝の底面に開口した他端に向かって、前記地面を流れる水を導く前記導水路を形成している。 The water-stopping mechanism of claim 1 comprises a wall having an entrance/exit formed therein, a water-stopping member that is movable between a stored state in which it is stored in a storage groove formed in the ground around the periphery of the entrance and a water-stopping state in which it rises from the storage groove due to the water pressure of water guided to the storage groove to prevent water from seeping in from the outside to the inside of the wall, and a water channel member that forms a water conduit that guides water outside the wall to the storage groove, and the water channel member forms the water channel that guides water flowing on the ground from one end that opens to the ground on the outside of the wall to the other end that opens to the bottom surface of the storage groove .
請求項1の止水機構によると、収納溝に収納された止水部材が、導水路から収納溝の内部に導かれた水の水圧によって上昇する。これにより、壁体の外側の水が出入口を介して壁体の内側へ浸入することが抑制される。このため、止水部材を人力で持ち上げる必要がない。すなわち、人が作業することなく壁体の内側への浸水を抑制できる。また、機械的な動力を用いる必要もない。 According to the water-stopping mechanism of claim 1, the water-stopping member stored in the storage groove rises due to the water pressure of the water guided from the water conduit into the storage groove. This prevents water from outside the wall from penetrating into the inside of the wall through the entrance and exit. This means that there is no need to manually lift the water-stopping member. In other words, water can be prevented from penetrating into the inside of the wall without any human effort. There is also no need to use mechanical power.
一態様の止水機構は、前記水路部材は、前記壁体の外側の前記地面に開口した一端から前記収納溝の底面に開口した他端に向かって、前記地面を流れる水を導く前記導水路を形成している。 In one embodiment of the water-stopping mechanism, the waterway member forms a water channel that guides water flowing along the ground from one end that opens onto the ground outside the wall body to the other end that opens onto the bottom surface of the storage groove.
一態様の止水機構によると、導水路には壁体の外側の地面を流れる水が導かれ、この水によって止水部材が上昇する。すなわち、集中豪雨等によって地面に水が流れる状況下において、当該水が、導水路から収納溝の内部へ導かれる。これにより、例えば夜間等に集中豪雨が発生した場合でも、人が作業することなく壁体の内側への浸水を抑制できる。
請求項2の止水機構は、請求項1に記載の止水機構において、前記収納溝の溝底又は前記止水部材の底面には突起が形成され、前記収納溝の溝底と前記止水部材の底面との間には、前記収納状態において隙間が形成されている。
請求項3の止水機構は、請求項1又は2に記載の止水機構において、前記地面から収納溝の内側へ向かって突出した係止突起と、前記止水部材の上端面から上下方向に沿って形成され、前記係止突起が収容された溝と、を備える。
According to one aspect of the water-stopping mechanism, water flowing on the ground outside the wall is guided to the water conduit, and the water rises the water-stopping member. In other words, in a situation where water flows on the ground due to a torrential rain, the water is guided from the water conduit to the inside of the storage groove. This makes it possible to prevent water from entering the inside of the wall without the need for human intervention, even if a torrential rain occurs, for example, at night.
The water-stopping mechanism of claim 2 is the water-stopping mechanism described in claim 1, in which a protrusion is formed on the groove bottom of the storage groove or the bottom surface of the water-stopping member, and a gap is formed between the groove bottom of the storage groove and the bottom surface of the water-stopping member in the stored state.
The water-stopping mechanism of claim 3 is the water-stopping mechanism described in claim 1 or 2, and further comprises a locking protrusion protruding from the ground toward the inside of the storage groove, and a groove formed in the vertical direction from the upper end surface of the water-stopping member and in which the locking protrusion is accommodated.
請求項4の止水機構は、出入口が形成された壁体と、前記出入口の周縁の地面に形成された収納溝に収納された収納状態と、前記収納溝に導かれた水の水圧により収納溝から上昇して前記壁体の外側から内側への浸水を抑制する止水状態との間を移動可能とされる止水部材と、前記壁体の外側の水を前記収納溝へ導く導水路を形成している水路部材と、を備え、前記止水部材及び収納溝は、下方から上方に向かって徐々に幅が小さく形成され、前記止水部材の最大幅は前記収納溝の最小幅より大きい。 The water-stopping mechanism of claim 4 comprises a wall having an entrance/exit formed therein, a water-stopping member that is movable between a stored state in which it is stored in a storage groove formed in the ground around the entrance and a water-stopping state in which it rises from the storage groove due to the water pressure of water guided to the storage groove to prevent water from seeping in from the outside to the inside of the wall, and a water channel member that forms a water conduit that guides water outside the wall to the storage groove, wherein the water-stopping member and the storage groove are formed so that their widths gradually decrease from bottom to top, and the maximum width of the water-stopping member is greater than the minimum width of the storage groove.
請求項4の止水機構によると、止水部材及び収納溝は、下方から上方に向かって徐々に幅が小さく形成されている。また、止水部材の最大幅は溝の最小幅より大きい。これにより、収納溝の内部に導かれた水によって上昇した止水部材は、収納溝に引っ掛かって上昇が抑制される。これにより、止水部材が浮き上がって収納溝から外れることを抑制できる。これにより止水性を維持できる。 According to the water-stopping mechanism of claim 4 , the water-stopping member and the storage groove are formed so that their widths gradually decrease from the bottom to the top. Also, the maximum width of the water-stopping member is greater than the minimum width of the groove. As a result, the water-stopping member that rises due to the water guided into the storage groove is caught by the storage groove and is prevented from rising. This makes it possible to prevent the water-stopping member from floating up and coming out of the storage groove. This makes it possible to maintain the water-stopping function.
請求項5の止水機構は、請求項1~4の何れか1項に記載の止水機構において、前記止水部材は、炭素繊維補強プラスチックを用いて成形されている。 A water-stopping mechanism according to a fifth aspect of the present invention is the water-stopping mechanism according to any one of the first to fourth aspects, wherein the water-stopping member is molded using carbon fiber reinforced plastic.
請求項5の止水機構によると、止水部材が炭素繊維補強プラスチックを用いて成形されている。炭素繊維補強プラスチックは、鋼やガラス繊維補強プラスチック等と比較して圧縮比強度が高い。このため、収納溝の内部へ導かれた水によって浮き上がり易く、地面を流れる水圧によって損傷し難い。これにより止水性を確保し易い。
請求項6の止水機構は、出入口が形成された壁体と、前記出入口の周縁の地面に形成された収納溝に収納された収納状態と、前記収納溝の溝底に導かれた水の水圧により底面が押圧されて収納溝から上昇して前記壁体の外側から内側への浸水を抑制する止水状態との間を移動可能とされる止水部材と、前記壁体の外側の水を前記収納溝の溝底へ導く導水路を形成している水路部材と、を備える。
According to the water-stopping mechanism of claim 5 , the water-stopping member is molded using carbon fiber reinforced plastic. Carbon fiber reinforced plastic has a higher compression strength ratio than steel, glass fiber reinforced plastic, etc. Therefore, it is easily floated by the water guided into the storage groove, and is not easily damaged by the water pressure flowing on the ground. This makes it easier to ensure water-stopping properties.
The water-stopping mechanism of claim 6 comprises a wall body having an entrance/exit formed therein, a water-stopping member that is movable between a stored state in which it is stored in a storage groove formed in the ground around the entrance/exit and a water-stopping state in which its bottom surface is pressed by the water pressure of water guided to the bottom of the storage groove and it rises out of the storage groove to prevent water from seeping in from the outside to the inside of the wall body, and a water channel member that forms a water conduit that guides water outside the wall body to the bottom of the storage groove.
本発明によると、人が作業することなく壁体の内側への浸水を抑制できる。 This invention makes it possible to prevent water from seeping inside a wall without any manual work.
以下、本発明の実施形態に係る止水機構について、図面を参照しながら説明する。各図面において同一の符号を用いて示される構成要素は、同一の構成要素であることを意味する。但し、明細書中に特段の断りが無い限り、各構成要素は一つに限定されず、複数存在してもよい。 The water-stopping mechanism according to an embodiment of the present invention will be described below with reference to the drawings. Components indicated with the same reference numerals in each drawing are the same components. However, unless otherwise specified in the specification, each component is not limited to one, and there may be multiple components.
また、各図面において重複する構成及び符号については、説明を省略する場合がある。なお、本発明は以下の実施形態に限定されるものではなく、本発明の目的の範囲内において構成を省略する又は異なる構成と入れ替える等、適宜変更を加えて実施することができる。 In addition, explanations of configurations and symbols that are duplicated in each drawing may be omitted. Note that the present invention is not limited to the following embodiments, and may be implemented with appropriate modifications, such as omitting configurations or replacing them with different configurations, within the scope of the purpose of the present invention.
各図において矢印X、Yで示す方向は水平面に沿う方向であり、互いに直交している。また、矢印Zで示す方向は鉛直方向(上下方向)に沿う方向である。各図において矢印X、Y、Zで示される各方向は、互いに一致するものとする。 In each figure, the directions indicated by the arrows X and Y are directions along a horizontal plane and are perpendicular to each other. The direction indicated by the arrow Z is a direction along the vertical direction (up and down direction). In each figure, the directions indicated by the arrows X, Y, and Z are assumed to be consistent with each other.
<止水機構>
図1(A)、(B)に示すように、本発明の実施形態に係る止水機構10は、壁体22と、止水部材40と、水路部材60と、を備えている。
<Water stop mechanism>
As shown in FIGS. 1(A) and 1(B), a water-stopping mechanism 10 according to an embodiment of the present invention includes a wall body 22, a water-stopping member 40, and a water channel member 60.
(壁体)
壁体22は、建物20を形成する外壁である。建物20は、地盤Gに構築された建築物である。建物20の壁体22には、建物20の外部と内部とを人が歩行によって往来可能な出入口22Eが形成されている。出入口22Eは、地盤Gに面して形成された壁体22の開口部であり、X方向に沿う開口部である。
(Wall)
The wall 22 is an exterior wall that forms the building 20. The building 20 is an architectural structure constructed on ground G. The wall 22 of the building 20 is formed with an entrance/exit 22E through which people can walk between the outside and inside of the building 20. The entrance/exit 22E is an opening in the wall 22 formed facing the ground G and is an opening along the X direction.
なお、本発明における壁体には、建物20を形成する外壁だけでなく、建物及び各種の工作物の周囲を囲む塀も含まれる。また、地盤Gとは、土、改良土、建物20の基礎等を含む。 In addition, the wall body in this invention includes not only the exterior wall that forms the building 20, but also the fences that surround the periphery of the building and various structures. In addition, the ground G includes soil, improved soil, the foundation of the building 20, etc.
(止水部材)
地盤Gにおいて、出入口22Eの下方には、収納溝GHが形成されている。収納溝GHは、地盤Gの表面、すなわち、地面GLに形成された有底の孔である。なお、「地面GLに形成された孔」とは、地面GLに埋設されたコンクリートに形成された孔や、上面が開放した鋼等の金属製の箱状部材を地盤Gに埋設して形成された孔等を含む。
(Water-stopping member)
A storage groove GH is formed below the entrance 22E in the ground G. The storage groove GH is a bottomed hole formed on the surface of the ground G, i.e., the ground GL. Note that "a hole formed in the ground GL" includes a hole formed in concrete buried in the ground GL, a hole formed by burying a box-shaped member made of metal such as steel with an open top in the ground G, and the like.
収納溝GHには、止水部材40が収納されている。止水部材40は、図1(A)に示すような収納溝GHに収納された収納状態と、図1(B)に示すような止水状態との間を移動可能とされた、板状部材である。「止水状態」とは、壁体22の外側から内側への浸水を抑制可能とされた状態のことである。具体的には、収納状態から収納溝GHに導かれた水の水圧により収納溝GHから上昇した状態のことである。 A water-stopping member 40 is stored in the storage groove GH. The water-stopping member 40 is a plate-shaped member that can move between a storage state in which it is stored in the storage groove GH as shown in FIG. 1(A) and a water-stopping state as shown in FIG. 1(B). The "water-stopping state" refers to a state in which water ingress from the outside to the inside of the wall body 22 can be suppressed. Specifically, it refers to a state in which the water-stopping member 40 rises from the storage groove GH due to the water pressure of water guided from the storage state to the storage groove GH.
止水部材40の幅(X方向に沿う寸法)と収納溝GHの長さ(X方向に沿う寸法)とは、等しい寸法W[m]とされている。また、止水部材40の厚み(Y方向に沿う寸法)と、収納溝GHの幅(Y方向に沿う寸法)とは、等しい寸法D[m]とされている。「等しい寸法」とは、止水部材40が収納溝GHの内部で上下方向に移動するために支障がない程度の隙間を有する態様を含む。 The width (dimension along the X direction) of the water-stopping member 40 and the length (dimension along the X direction) of the storage groove GH are the same dimension W [m]. In addition, the thickness (dimension along the Y direction) of the water-stopping member 40 and the width (dimension along the Y direction) of the storage groove GH are the same dimension D [m]. "Equal dimensions" includes a state in which there is a gap large enough for the water-stopping member 40 to move up and down inside the storage groove GH without any hindrance.
図2に示すように、止水部材40は、中空構造の直方体である。具体的には、止水部材40は、板状の炭素繊維補強プラスチックを格子状に組付けて形成された骨格体42を、箱状に形成された炭素繊維補強プラスチックの表面材44の内側に固定して成形されている。これにより、止水部材40の密度(後述するρ’[t/m3])が、水の密度(後述するρ[t/m3])より小さくなるように調整されている。止水部材40の高さは、寸法L[m]とされている。 As shown in Fig. 2, the water-stopping member 40 is a rectangular parallelepiped with a hollow structure. Specifically, the water-stopping member 40 is formed by fixing a framework 42 formed by assembling plate-shaped carbon fiber reinforced plastics in a lattice pattern to the inside of a surface material 44 of carbon fiber reinforced plastics formed in a box shape. This adjusts the density of the water-stopping member 40 (ρ' [t/ m3 ] described later) to be smaller than the density of water (ρ [t/ m3 ] described later). The height of the water-stopping member 40 is dimension L [m].
(壁体及び止水部材の位置関係)
図3(A)には、止水状態における壁体22及び止水部材40の位置関係が示されている。この図に示すように、止水状態において、止水部材40は、壁体22の出入口22Eに配置される。
(Positional relationship between wall body and water-stopping member)
3A shows the positional relationship between the wall body 22 and the water-stopping member 40 in a water-stopping state. As shown in this figure, in the water-stopping state, the water-stopping member 40 is disposed at the entrance 22E of the wall body 22.
壁体22には、出入口22Eの両側に枠24が形成されている。この枠24に対向して、止水部材40の裏面40A(壁体22の内側の空間に向いた面)が配置され、枠24と裏面40Aとの間で止水性が確保される。 The wall body 22 has frames 24 formed on both sides of the entrance 22E. The back surface 40A of the water-stopping member 40 (the surface facing the space inside the wall body 22) is arranged opposite the frames 24, ensuring water-stopping performance between the frames 24 and the back surface 40A.
また、枠24と裏面40Aとの間には、止水性を高めるために、ゴムなどの弾性部材で形成されたパッキン26を配置してもよい。パッキン26は、枠24に固定してもよいし、止水部材40の裏面40Aに固定してもよい。また、パッキン26は省略してもよい。なお、図示を簡略化するため、枠24は図3(A)以外の図では省略している。 A gasket 26 made of an elastic material such as rubber may be placed between the frame 24 and the back surface 40A to improve water stopping properties. The gasket 26 may be fixed to the frame 24 or to the back surface 40A of the water stopping member 40. The gasket 26 may also be omitted. To simplify the illustration, the frame 24 is omitted in all figures other than FIG. 3(A).
なお、止水部材40は、図3(B)に示すように、出入口22Eの外側に配置してもよい。この場合、壁体22の表面(外側の面)と止水部材40の裏面40Aとが対向するように、止水部材40を配置する。また、止水部材40が収納される収納溝GH(図1参照)を、出入口22Eの外側に形成する。 The water-stopping member 40 may be disposed outside the entrance 22E as shown in FIG. 3(B). In this case, the water-stopping member 40 is disposed so that the surface (outer surface) of the wall body 22 and the back surface 40A of the water-stopping member 40 face each other. In addition, a storage groove GH (see FIG. 1) in which the water-stopping member 40 is stored is formed outside the entrance 22E.
このように、本発明における「出入口の周縁の地面に形成された収納溝」とは、地面GLにおいて、出入口22Eの直下に形成された収納溝GH及び出入口22Eの外側に形成された収納溝を含む。 In this way, the "storage groove formed in the ground around the entrance" in this invention includes the storage groove GH formed in the ground GL directly below the entrance 22E and the storage groove formed outside the entrance 22E.
(水路部材)
図4(A)に示すように、水路部材60は、壁体22の外側の水を収納溝GHへ導く導水路を形成している管体である。
(Waterway components)
As shown in FIG. 4A, the water channel member 60 is a pipe that forms a water channel that guides water outside the wall body 22 to the storage groove GH.
水路部材60は、壁体22の外側の地面GLに開口した一端である端部60Aから、収納溝GHの底面に開口した他端である端部60Bに向かって、地面GLを流れる水を導く管体である。水路部材60は、図示を簡略化するため、各図において1本線で描画されている。端部60Aは、止水部材40より壁体22より離れた位置に形成されている。また、端部60Aは、止水部材40と同じ高さ又は止水部材40より低い位置に形成することが好ましい。 The waterway member 60 is a pipe that guides water flowing on the ground GL from end 60A, which is one end that opens to the ground GL outside the wall body 22, to end 60B, which is the other end that opens to the bottom surface of the storage groove GH. To simplify the illustration, the waterway member 60 is drawn with a single line in each figure. End 60A is formed at a position farther away from the wall body 22 than the water-stopping member 40. It is also preferable that end 60A is formed at the same height as the water-stopping member 40 or at a lower position than the water-stopping member 40.
水路部材60は、排水管62に連通されている。具体的には、水路部材60において最も低い位置が排水管62に接続されており、その接続箇所に排水弁64が設けられている。排水弁64は、地上からの操作によって開閉することができる。 The waterway member 60 is connected to a drain pipe 62. Specifically, the lowest point of the waterway member 60 is connected to the drain pipe 62, and a drain valve 64 is provided at the connection point. The drain valve 64 can be opened and closed by operating from the ground.
なお、この図に示されるように、収納状態において、止水部材40の上面の高さは、地面GLと同じ高さとされている。 As shown in this figure, when in the stored state, the height of the top surface of the water-stopping member 40 is the same as the ground GL.
<作用及び効果>
本発明の実施形態に係る止水機構によると、図4(B)に示すように、収納溝GHに収納された止水部材40が、水路部材60によって形成された導水路から収納溝GHの内部に導かれた水の水圧(静水圧)によって上昇する。
<Action and Effects>
According to the water-stopping mechanism of an embodiment of the present invention, as shown in FIG. 4(B), the water-stopping member 40 stored in the storage groove GH rises due to the water pressure (hydrostatic pressure) of water guided into the inside of the storage groove GH from the water conduit formed by the water channel member 60.
これにより、壁体22の外側の水が出入口22Eを介して壁体22の内側へ浸入することが抑制される。このため、止水部材40を人力で持ち上げる必要がない。すなわち、人が作業することなく壁体22の内側への浸水を抑制できる。また、機械的な動力を用いる必要もない。 This prevents water from outside the wall body 22 from penetrating into the inside of the wall body 22 through the entrance/exit 22E. Therefore, there is no need to manually lift the water-stopping member 40. In other words, water can be prevented from penetrating into the inside of the wall body 22 without any human effort. There is also no need to use mechanical power.
ここで、止水部材40の上昇高さ、すなわち地面GLからの突出高さについて説明する。止水部材の重量をP[kg]、底面積をS[m2]、水の密度をρ[kg/m3]、重力加速度をg[m/s2]とする。図4(B)に示すように、止水部材40が収納溝GHに対して深さh[m]沈んだ状態では、止水部材40の重量は、静水圧と釣り合うため、以下の(1)式で示される。 Here, the rising height of the water-stopping member 40, i.e., the protruding height from the ground GL, will be described. The weight of the water-stopping member is P [kg], the bottom area is S [ m2 ], the density of water is ρ [kg/ m3 ], and the acceleration of gravity is g [m/ s2 ]. As shown in Figure 4 (B), when the water-stopping member 40 is sunk to a depth h [m] in the storage groove GH, the weight of the water-stopping member 40 is balanced with the hydrostatic pressure and is expressed by the following formula (1).
P=ρgh×S ・・・(1) P=ρgh×S...(1)
また、止水部材40の体積をV[m3]、密度をρ’[t/m3]とすると、止水部材40の重量は、以下の(2)式でも示される。 Furthermore, if the volume of the water-stopping member 40 is V [m 3 ] and the density is ρ′ [t/m 3 ], the weight of the water-stopping member 40 can also be expressed by the following formula (2).
P=ρ’V×g ・・・(2) P=ρ'V×g...(2)
さらに、止水部材40の体積V[m3]は、以下の(3)式で示される。 Furthermore, the volume V [m 3 ] of the water-stopping member 40 is expressed by the following formula (3).
V=S×L ・・・(3) V=S×L...(3)
以上の(1)~(3)式から、止水部材40の沈み深さhは、以下の(4)式で示される。 From the above formulas (1) to (3), the sinking depth h of the water-stopping member 40 is expressed by the following formula (4).
h=(ρ’/ρ)×L ・・・(4) h=(ρ'/ρ)×L...(4)
ここで、水の密度ρ[t/m3]が1の場合、(4)式は以下の(4-1)式に変形できる。 Here, when the density of water ρ [t/m 3 ] is 1, equation (4) can be transformed into the following equation (4-1).
h=ρ’×L ・・・(4-1) h=ρ'×L...(4-1)
さらに、止水部材40の浮き上がり高さ、すなわち、地面GLからの高さ(L-h)[m]は、(4-1)式より、以下の(5)式で示される。 Furthermore, the floating height of the water-stopping member 40, i.e., the height (L-h) [m] from the ground GL, is expressed by the following formula (5) based on formula (4-1).
L-h=(1-ρ’)L ・・・(5) L-h=(1-ρ')L...(5)
上述したように、止水部材40の密度ρ’[t/m3]は、水の密度より小さい。水の密度が1未満の場合、止水部材40は地面GLから突出する。この突出高さは、止水部材40の上下方向の寸法L[m]又は止水部材40の密度ρ’[t/m3]を調整することで任意に設定できる。 As described above, the density ρ' [t/m 3 ] of the water-stopping member 40 is smaller than the density of water. When the density of water is less than 1, the water-stopping member 40 protrudes from the ground surface GL. This protruding height can be set arbitrarily by adjusting the vertical dimension L [m] of the water-stopping member 40 or the density ρ' [t/m 3 ] of the water-stopping member 40.
また、本発明の実施形態に係る止水機構によると、水路部材60によって形成された導水路には壁体22の外側の地面GLを流れる水が導かれ、この水によって止水部材40が上昇する。 In addition, according to the water-stopping mechanism of the embodiment of the present invention, water flowing on the ground surface GL outside the wall body 22 is guided to the water conduit formed by the water channel member 60, and this water causes the water-stopping member 40 to rise.
すなわち、集中豪雨等によって地面GLに水が流れる状況下において、当該水が、導水路から収納溝GHの内部へ導かれる。これにより、例えば夜間等に集中豪雨が発生した場合でも、人が作業することなく壁体22の内側への浸水を抑制できる。 In other words, in a situation where water flows onto the ground GL due to a torrential downpour or the like, the water is guided from the water conduit into the inside of the storage groove GH. This makes it possible to prevent water from entering the inside of the wall body 22 without the need for human intervention, even if a torrential downpour occurs, for example, at night.
また、本発明の実施形態に係る止水機構によると、止水部材40が炭素繊維補強プラスチックを用いて成形されている。炭素繊維補強プラスチックは、鋼やガラス繊維補強プラスチック等と比較して圧縮比強度が高い。このため、収納溝GHの内部へ導かれた水によって浮き上がり易く、かつ、地面GLを流れる水圧によって損傷し難い。これにより止水性を確保し易い。 In addition, in the water-stopping mechanism according to an embodiment of the present invention, the water-stopping member 40 is molded using carbon fiber reinforced plastic. Carbon fiber reinforced plastic has a higher compression strength ratio than steel, glass fiber reinforced plastic, etc. Therefore, it is easily floated by the water guided into the storage groove GH, and is not easily damaged by the water pressure flowing through the ground GL. This makes it easier to ensure water-stopping performance.
また、本発明の実施形態に係る止水機構によると、水路部材60において最も低い位置が排水管62に接続されており、その接続箇所に排水弁64が設けられている。排水弁64は、地上から操作によって開閉することができる。 In addition, according to the water stop mechanism of the embodiment of the present invention, the lowest point of the water channel member 60 is connected to the drain pipe 62, and a drain valve 64 is provided at the connection point. The drain valve 64 can be opened and closed by operating it from the ground.
これにより、集中豪雨などの水害後、地面GLの表面から水がなくなった後に、排水弁64を開放することで、水路部材60によって形成された導水路及び収納溝GHの内部の水を排出することができる。 As a result, after flooding such as heavy rain, once the water has disappeared from the surface of the ground GL, the drain valve 64 can be opened to drain the water from the water conduit formed by the water channel member 60 and the inside of the storage groove GH.
<実施形態のバリエーション>
(止水部材及び収納溝の形状のバリエーション)
上記実施形態においては、止水部材40を図2に示す直方体形状としたが、本発明の実施形態はこれに限らない。本発明における止水部材は、図6(A)、(B)に示す止水部材50のように、Y方向及びZ方向に沿う断面形状が台形となるように形成してもよい。
<Variations of the embodiment>
(Variations in the shapes of the water-stopping member and the storage groove)
In the above embodiment, the water-stopping member 40 has a rectangular parallelepiped shape as shown in Fig. 2, but the embodiment of the present invention is not limited to this. The water-stopping member of the present invention may be formed so that the cross-sectional shape along the Y direction and the Z direction is a trapezoid, as in the water-stopping member 50 shown in Figs. 6(A) and 6(B).
止水部材50は、収納溝GMに収納された状態で、下方から上方に向かって徐々に幅が小さく形成されている。 When stored in the storage groove GM, the water-stopping member 50 is formed so that its width gradually decreases from bottom to top.
具体的には、止水部材50の側面50A及び50Bは、底面50Cに対して内側に傾斜して形成されている。側面50A及び50Bの底面50Cに対する傾斜角度θ1及びθ2は、互いに異なっていてもよいが、本実施形態において、傾斜角度θ1及びθ2は互いに等しい。また、底面50Cの厚み(Y方向に沿う寸法)は、寸法D1とされている。 Specifically, the side surfaces 50A and 50B of the water-stopping member 50 are formed to be inclined inward with respect to the bottom surface 50C. The inclination angles θ1 and θ2 of the side surfaces 50A and 50B with respect to the bottom surface 50C may be different from each other, but in this embodiment, the inclination angles θ1 and θ2 are equal to each other. In addition, the thickness (dimension along the Y direction) of the bottom surface 50C is dimension D1.
図6(B)に示すように、収納溝GMを形成する溝壁GM1及びGM2は、溝底GM3に対して内側に傾斜して形成されている。溝壁GM1及びGM2の溝底GM3に対する傾斜角度θ3及びθ4は、互いに異なっていてもよいが、本実施形態において、傾斜角度θ3及びθ4は互いに等しい。また、収納溝GMの開口端の幅(Y方向に沿う寸法)は、寸法D2とされている。 As shown in FIG. 6B, the groove walls GM1 and GM2 that form the storage groove GM are inclined inward with respect to the groove bottom GM3. The inclination angles θ3 and θ4 of the groove walls GM1 and GM2 with respect to the groove bottom GM3 may be different from each other, but in this embodiment, the inclination angles θ3 and θ4 are equal to each other. In addition, the width of the opening end of the storage groove GM (the dimension along the Y direction) is dimension D2.
このように、止水部材50及び収納溝GMは、下方から上方に向かって徐々に幅(Y方向に沿う寸法)が小さく形成されている。また、止水部材50の最大幅である底面50Cの寸法D1は、収納溝GMにおける開口端の最小幅である寸法D2より大きい。 In this way, the water-stopping member 50 and the storage groove GM are formed so that their width (dimension along the Y direction) gradually decreases from bottom to top. In addition, the dimension D1 of the bottom surface 50C, which is the maximum width of the water-stopping member 50, is greater than the dimension D2, which is the minimum width of the opening end of the storage groove GM.
これにより、収納溝GMの内部に導かれた水によって上昇した止水部材50は、収納溝GMに引っ掛かって上昇が抑制される。このため止水部材50が浮き上がった際に収納溝GMから外れることを抑制できる。これにより止水性を維持できる。 As a result, the water-stopping member 50 that rises due to the water guided inside the storage groove GM is caught in the storage groove GM and prevented from rising. This prevents the water-stopping member 50 from coming off the storage groove GM when it floats up. This allows the water-stopping performance to be maintained.
なお、傾斜角度θ1及びθ2の異同に関わらず、また、傾斜角度θ3及びθ4の異同に関わらず、傾斜角度θ1及びθ3は互いに等しい角度とすることが好ましい。同様に、傾斜角度θ2及びθ4は互いに等しい角度とすることが好ましい。 Regardless of whether the inclination angles θ1 and θ2 are different or the same, and regardless of whether the inclination angles θ3 and θ4 are different or the same, it is preferable that the inclination angles θ1 and θ3 are equal to each other. Similarly, it is preferable that the inclination angles θ2 and θ4 are equal to each other.
これにより、止水部材50が収納溝GMに導かれた水の圧力で上昇した際に、側面50Aと溝壁GM1とが密着し、かつ、側面50Bと溝壁GM2とが密着する。これにより、収納溝GMから水が溢れることを抑制できる。 As a result, when the water-stopping member 50 rises due to the pressure of the water guided into the storage groove GM, the side surface 50A and the groove wall GM1 come into close contact with each other, and the side surface 50B and the groove wall GM2 come into close contact with each other. This makes it possible to prevent water from overflowing from the storage groove GM.
なお、止水部材が収納溝から外れることを抑制する抑制機構としては、例えば図7に示すような係止機構70を用いてもよい。係止機構70は、係止突起72及び係止溝74を備えて形成される。 As a mechanism for preventing the water-stopping member from coming out of the storage groove, for example, a locking mechanism 70 as shown in FIG. 7 may be used. The locking mechanism 70 is formed with a locking protrusion 72 and a locking groove 74.
係止突起72は、地盤Gから収納溝GHの内側へ向かって突出した突起であり、例えば収納溝GHの開口端に形成されている。この係止突起72は、地盤Gに収納溝GHを形成し、収納溝GHに止水部材40を収納したあとで、収納溝GHを形成する部材(上述したコンクリートや鋼製部材等)に固定される。 The locking projection 72 is a projection that protrudes from the ground G toward the inside of the storage groove GH, and is formed, for example, at the open end of the storage groove GH. After the storage groove GH is formed in the ground G and the water-stopping member 40 is stored in the storage groove GH, the locking projection 72 is fixed to the member that forms the storage groove GH (such as the above-mentioned concrete or steel member).
また、係止溝74は、止水部材40の上端面40Bから上下方向に沿って裏面40Aに形成された溝であり、平面視で係止突起72が収容される大きさとされている。係止溝74の長さLAは、止水部材40を止水位置で地面GLから突出させる高さに、係止突起72の高さLBを加えた高さとする。 The locking groove 74 is a groove formed on the back surface 40A of the water-stopping member 40 in the vertical direction from the upper end surface 40B, and is sized to accommodate the locking protrusion 72 in a plan view. The length LA of the locking groove 74 is the height at which the water-stopping member 40 protrudes from the ground surface GL in the water-stopping position plus the height LB of the locking protrusion 72.
(止水部材のバリエーション)
上記実施形態においては、図2に示すように、止水部材40を、板状の炭素繊維補強プラスチックを格子状に組付けた骨格体42を用いて形成しているが、本発明の実施形態はこれに限らない。
(Water-stopping material variations)
In the above embodiment, as shown in FIG. 2, the water-stopping member 40 is formed using the framework 42 in which plate-shaped carbon fiber reinforced plastics are assembled in a lattice pattern, but the embodiment of the present invention is not limited to this.
例えば止水部材40を形成する骨格体は、図8(A)~(D)に示す骨格体43、45、46、47のように、リブ状に形成してもよい。「リブ状」の骨格体とは、Z方向に延設されて形成された骨格体を指す。 For example, the skeleton forming the water-stopping member 40 may be formed in a rib shape, as in skeletons 43, 45, 46, and 47 shown in Figures 8(A) to (D). A "rib-shaped" skeleton refers to a skeleton formed by extending in the Z direction.
このうち、図8(A)に示す骨格体43は、Z方向に延設され、かつ、箱状に形成された表面材44の面内方向と交わる方向に沿って配置されている。また、図8(B)に示す骨格体45は、Z方向に延設され、かつ、表面材44の面内方向と直交する方向に沿って配置されている。 Of these, the skeleton 43 shown in FIG. 8(A) is extended in the Z direction and is arranged along a direction intersecting the in-plane direction of the surface material 44 formed in a box shape. The skeleton 45 shown in FIG. 8(B) is extended in the Z direction and is arranged along a direction perpendicular to the in-plane direction of the surface material 44.
さらに、図8(C)に示す骨格体46は、Z方向に延設され、かつ、表面材44の面内方向と交わる方向に沿って配置されている。骨格体46は、骨格体43と比較して、止水部材40の内部空間を細かく区画している。またさらに、図8(D)に示す骨格体47は、一枚の板を波型に成形し、Z方向に延設して配置されている。 Furthermore, the skeleton 46 shown in FIG. 8(C) is extended in the Z direction and is arranged along a direction intersecting the in-plane direction of the surface material 44. Compared to the skeleton 43, the skeleton 46 divides the internal space of the water-stopping member 40 into smaller sections. Furthermore, the skeleton 47 shown in FIG. 8(D) is formed from a single plate into a corrugated shape and is arranged extending in the Z direction.
また、止水部材40を成形する材料は、炭素繊維補強プラスチックに限定されるものではない。例えば、グラスファイバーとアリル樹脂との複合材料、グラスファイバーとエポキシ樹脂との複合材料、グラスファイバーとフェノール樹脂との複合材料、αセルロースとユリア樹脂との複合材料、メラミン樹脂、αセルロースとメラミン樹脂との複合材料、プロピオン酸セルロース、ニトロセルロース及びエチルセルロース等、各種の材料を用いることができる。 The material from which the water-stopping member 40 is formed is not limited to carbon fiber reinforced plastic. For example, various materials can be used, such as a composite material of glass fiber and allyl resin, a composite material of glass fiber and epoxy resin, a composite material of glass fiber and phenolic resin, a composite material of α-cellulose and urea resin, melamine resin, a composite material of α-cellulose and melamine resin, cellulose propionate, nitrocellulose, and ethyl cellulose.
止水部材40を形成する材料は、収納溝GHに収納される形状に成形される状態で、止水部材40の密度ρ’[t/m3]を水より小さくできるものであればよく、上記の樹脂材料の他、例えば軽量コンクリート等を用いてもよいし、金属のハニカムパネル等を用いてもよい。 The material for forming the water-stopping member 40 may be any material that can make the density ρ' [t/ m3 ] of the water-stopping member 40 smaller than that of water when it is molded into a shape to be stored in the storage groove GH. In addition to the above-mentioned resin materials, for example, lightweight concrete or a metal honeycomb panel may be used.
(導水路のバリエーション)
水路部材60において、収納溝GHの底面に開口した端部60Bには、図9(A)、(B)に示す導水部材82、84を設けてもよい。
(Variations of waterway)
In the water channel member 60, water guide members 82, 84 shown in Figures 9(A) and 9(B) may be provided at the end 60B that opens to the bottom surface of the storage groove GH.
図9(A)に示す導水部材82は、収納溝GHの溝底GHCに上向きに形成された突起である。止水部材40の収納状態においては、止水部材40の底面40Cがこの導水部材82と接して配置される。 The water guide member 82 shown in FIG. 9(A) is a protrusion formed facing upward on the groove bottom GHC of the storage groove GH. When the water stop member 40 is in the stored state, the bottom surface 40C of the water stop member 40 is positioned in contact with this water guide member 82.
これにより、収納溝GHの溝底GHCと止水部材40の底面40Cとの間には、隙間が形成される。水路部材60によって形成された導水路から収納溝GHの内部に導かれた水は、まずこの隙間に充填される。これにより、水は止水部材40の底面40C全体に接するように導かれ、止水部材40の底面全体に押圧力を作用させることができる。 As a result, a gap is formed between the groove bottom GHC of the storage groove GH and the bottom surface 40C of the water-stopping member 40. Water guided from the water conduit formed by the water channel member 60 into the interior of the storage groove GH first fills this gap. As a result, the water is guided so that it comes into contact with the entire bottom surface 40C of the water-stopping member 40, allowing a pressing force to be applied to the entire bottom surface of the water-stopping member 40.
また、図9(B)に示す導水部材84は、止水部材40の底面40Cに下向きに形成された突起である。止水部材40の収納状態においては、止水部材40の底面40Cに形成された導水部材84が収納溝GHの溝底GHCと接して配置される。導水部材84による効果は、導水部材82による効果と同様である。 The water guide member 84 shown in FIG. 9(B) is a downward protrusion formed on the bottom surface 40C of the water stop member 40. When the water stop member 40 is in the stored state, the water guide member 84 formed on the bottom surface 40C of the water stop member 40 is disposed in contact with the groove bottom GHC of the storage groove GH. The effect of the water guide member 84 is similar to that of the water guide member 82.
また、水路部材60には、図10に示すように、横引き位置において、収納溝GHに向かう勾配を設けてもよい。「収納溝GHに向かう勾配」とは、収納溝GHが水下となる勾配である。 In addition, the waterway member 60 may be provided with a gradient toward the storage groove GH when in the horizontal position, as shown in FIG. 10. The "gradient toward the storage groove GH" is a gradient that causes the storage groove GH to be below water.
さらに、壁体22の外側の地面GLにも、水路部材60の端部60Aに向かう勾配を設けてもよい。水路部材60及び地面GLの少なくとも一方にこのような勾配を設けることで、止水部材40を上昇させるタイミングを早めることができる。 Furthermore, the ground GL on the outside of the wall body 22 may also be provided with a gradient toward the end 60A of the water channel member 60. By providing such a gradient to at least one of the water channel member 60 and the ground GL, the timing for raising the water stop member 40 can be accelerated.
またさらに、地面GLにおいて、収納溝GHが形成された部分、すなわち壁体22の周縁部を、周囲の地面GLより高く形成してもよい。これにより、地面GLを流れる水が、壁体22の周縁部に到達するタイミングを遅くすることができる。 Furthermore, the portion of the ground GL where the storage groove GH is formed, i.e., the peripheral portion of the wall body 22, may be formed higher than the surrounding ground GL. This makes it possible to delay the timing at which water flowing along the ground GL reaches the peripheral portion of the wall body 22.
また、水路部材60には、図11に示すように、分岐管66を形成し、分岐管66の端部66Aを、海、湖、河川等(以下、「河川等」と称す)に開放してもよい。この場合、水路部材60の内部に、予め水が充填され、かつ、水位は、河川等の水位と等しい。これにより、集中豪雨時等に、河川などから水が地面GLに溢れる前に、収納溝GHに水を導くことができる。 As shown in FIG. 11, the water channel member 60 may be formed with a branch pipe 66, and the end 66A of the branch pipe 66 may be open to the sea, a lake, a river, etc. (hereinafter referred to as "rivers, etc."). In this case, the inside of the water channel member 60 is filled with water in advance, and the water level is equal to the water level of the river, etc. This makes it possible to guide water from the river, etc. to the storage groove GH before it overflows onto the ground GL during heavy rain, etc.
このように、本発明における「壁体の外側の水」とは、地面GLを流れる水だけでなく、河川などの水を含む。なお、水路部材60に海水等の低密度の水を導く場合は、止水部材40の密度ρ’[t/m3]を適宜調整するものとする。 Thus, in the present invention, "water outside the wall" includes not only water flowing on the ground GL but also water from rivers, etc. When low-density water such as seawater is guided into the waterway member 60, the density ρ' [t/m 3 ] of the waterstop member 40 is adjusted appropriately.
なお、図4、図10に示す状態の水路部材60には、予め水を充填しておいてもよい。これにより、止水部材40を上昇させるタイミングを早めることができる。なお、この場合、水路部材60に予め充填された水によって、止水部材40が平常の雨天時等に上昇しないように、充填高さは、例えば水路部材60の端部60Bの高さ以下とすることが好ましい。 The water channel member 60 in the state shown in Figures 4 and 10 may be filled with water in advance. This can hasten the timing of raising the water-stopping member 40. In this case, it is preferable that the filling height is, for example, equal to or less than the height of the end 60B of the water channel member 60 so that the water-stopping member 40 does not rise during normal rainy weather due to the water pre-filled in the water channel member 60.
10 止水機構
22 壁体
22E 出入口
40 止水部材
50 止水部材
60 水路部材
60A 端部(一端)
60B 端部(他端)
GH 収納溝
GM 収納溝
10 Water-stopping mechanism 22 Wall body 22E Entrance/exit 40 Water-stopping member 50 Water-stopping member 60 Waterway member 60A End (one end)
60B End (other end)
GH Storage Groove GM Storage Groove
Claims (6)
前記出入口の周縁の地面に形成された収納溝に収納された収納状態と、前記収納溝に導かれた水の水圧により収納溝から上昇して前記壁体の外側から内側への浸水を抑制する止水状態との間を移動可能とされる止水部材と、
前記壁体の外側の水を前記収納溝へ導く導水路を形成している水路部材と、
を備え、
前記水路部材は、
前記壁体の外側の前記地面に開口した一端から前記収納溝の底面に開口した他端に向かって、前記地面を流れる水を導く前記導水路を形成している、
止水機構。 A wall having an entrance and exit formed therein;
a water-stopping member that is movable between a stored state in which the water-stopping member is stored in a storage groove formed in the ground around the entrance and a water-stopping state in which the water-stopping member rises from the storage groove due to the water pressure of water guided to the storage groove to prevent water from entering from the outside to the inside of the wall body;
a water channel member forming a water channel for guiding water outside the wall body to the storage groove;
Equipped with
The water channel member is
The water channel is formed to guide water flowing on the ground from one end that opens on the ground outside the wall body to the other end that opens on the bottom surface of the storage groove.
Water stop mechanism.
前記収納溝の溝底と前記止水部材の底面との間には、前記収納状態において隙間が形成されている、A gap is formed between the bottom of the storage groove and the bottom surface of the water-stopping member in the stored state.
請求項1に記載の止水機構。The water blocking mechanism according to claim 1 .
前記止水部材の上端面から上下方向に沿って形成され、前記係止突起が収容された溝と、を備える、a groove formed in the up-down direction from the upper end surface of the water-stopping member and accommodating the locking projection;
請求項1又は2に記載の止水機構。The waterproofing mechanism according to claim 1 or 2.
前記出入口の周縁の地面に形成された収納溝に収納された収納状態と、前記収納溝に導かれた水の水圧により収納溝から上昇して前記壁体の外側から内側への浸水を抑制する止水状態との間を移動可能とされる止水部材と、
前記壁体の外側の水を前記収納溝へ導く導水路を形成している水路部材と、
を備え、
前記止水部材及び収納溝は、下方から上方に向かって徐々に幅が小さく形成され、
前記止水部材の最大幅は前記収納溝の最小幅より大きい、止水機構。 A wall having an entrance and exit formed therein;
a water-stopping member that is movable between a stored state in which the water-stopping member is stored in a storage groove formed in the ground around the entrance and a water-stopping state in which the water-stopping member rises from the storage groove due to the water pressure of water guided to the storage groove to prevent water from entering from the outside to the inside of the wall body;
a water channel member forming a water channel for guiding water outside the wall body to the storage groove;
Equipped with
The water-stopping member and the storage groove are formed so that their widths gradually decrease from the bottom to the top,
A water- stopping mechanism, wherein the maximum width of the water-stopping member is greater than the minimum width of the storage groove.
前記出入口の周縁の地面に形成された収納溝に収納された収納状態と、前記収納溝の溝底に導かれた水の水圧により底面が押圧されて収納溝から上昇して前記壁体の外側から内側への浸水を抑制する止水状態との間を移動可能とされる止水部材と、
前記壁体の外側の水を前記収納溝の溝底へ導く導水路を形成している水路部材と、
を備えた止水機構。 A wall having an entrance and exit formed therein;
a water-stopping member that is movable between a stored state in which the member is stored in a storage groove formed in the ground around the edge of the entrance and a water-stopping state in which the bottom surface of the member is pressed by the water pressure of water guided to the bottom of the storage groove and the member rises from the storage groove to suppress water intrusion from the outside to the inside of the wall body;
a water channel member forming a water channel for guiding water outside the wall body to a bottom of the storage groove;
Equipped with a water-stopping mechanism.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP2021076367A JP7664749B2 (en) | 2021-04-28 | 2021-04-28 | Water stop mechanism |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP2021076367A JP7664749B2 (en) | 2021-04-28 | 2021-04-28 | Water stop mechanism |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JP2022170312A JP2022170312A (en) | 2022-11-10 |
| JP7664749B2 true JP7664749B2 (en) | 2025-04-18 |
Family
ID=83944573
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP2021076367A Active JP7664749B2 (en) | 2021-04-28 | 2021-04-28 | Water stop mechanism |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JP7664749B2 (en) |
Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP3159512U (en) | 2009-12-11 | 2010-05-27 | 千洋 出口 | Ultralight wedge-shaped waterproof door |
| JP2012082606A (en) | 2010-10-08 | 2012-04-26 | Hideki Fujita | Water shielding device |
| JP2015113603A (en) | 2013-12-10 | 2015-06-22 | 豊和工業株式会社 | Waterproof door device |
| JP2019167785A (en) | 2018-03-26 | 2019-10-03 | 積水化学工業株式会社 | Inundation prevention device, water cutoff plate and structure |
Family Cites Families (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS6149013A (en) * | 1984-08-14 | 1986-03-10 | Nishida Tekko Kk | Floating box type tide gate |
-
2021
- 2021-04-28 JP JP2021076367A patent/JP7664749B2/en active Active
Patent Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP3159512U (en) | 2009-12-11 | 2010-05-27 | 千洋 出口 | Ultralight wedge-shaped waterproof door |
| JP2012082606A (en) | 2010-10-08 | 2012-04-26 | Hideki Fujita | Water shielding device |
| JP2015113603A (en) | 2013-12-10 | 2015-06-22 | 豊和工業株式会社 | Waterproof door device |
| JP2019167785A (en) | 2018-03-26 | 2019-10-03 | 積水化学工業株式会社 | Inundation prevention device, water cutoff plate and structure |
Also Published As
| Publication number | Publication date |
|---|---|
| JP2022170312A (en) | 2022-11-10 |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| KR102304842B1 (en) | Lifting type flooding protection wall | |
| KR101391932B1 (en) | Water fence for prevention of floods | |
| JP7172446B2 (en) | embankment structure | |
| CN1266471A (en) | flood protection device | |
| JP7664749B2 (en) | Water stop mechanism | |
| US20240295094A1 (en) | Method for constructing concrete block structure | |
| JP3977848B2 (en) | Simple waterproof board using floating body | |
| WO2014156864A1 (en) | Construction method for temporary floating cofferdam | |
| JP4695037B2 (en) | Rainwater storage tank | |
| JP5552432B2 (en) | Structure for rainwater storage and penetration facility and rainwater storage and penetration facility using the same | |
| JP2020023838A (en) | Suction substructure | |
| JP5979557B2 (en) | Water-stop structure for floating-type temporary cut-off work and floating-type temporary cut-off structure | |
| KR102869759B1 (en) | Flood defense wall for the concrete foundation | |
| JP3717454B2 (en) | Drainage structure of floating type flood control device | |
| JP7367732B2 (en) | External wall structure | |
| KR100731773B1 (en) | Rainwater storage tank with storage block of weight reduction structure | |
| JP5675495B2 (en) | Anti-levitation manhole | |
| JP6053330B2 (en) | house | |
| KR100743639B1 (en) | Water tower repair | |
| JP2001336363A (en) | Simple waterproof fence | |
| CN220247436U (en) | Precast concrete parapet wall external wall board with protective top cover | |
| JP7257720B2 (en) | Water stop unit | |
| JP6202616B2 (en) | Impermeable body installation structure and impermeable body installation method | |
| JP2015124589A (en) | Attachment tool for interior and exterior material and concrete form | |
| JP7674213B2 (en) | Waterproof board device |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| A621 | Written request for application examination |
Free format text: JAPANESE INTERMEDIATE CODE: A621 Effective date: 20240321 |
|
| A977 | Report on retrieval |
Free format text: JAPANESE INTERMEDIATE CODE: A971007 Effective date: 20241023 |
|
| A131 | Notification of reasons for refusal |
Free format text: JAPANESE INTERMEDIATE CODE: A131 Effective date: 20241126 |
|
| A521 | Request for written amendment filed |
Free format text: JAPANESE INTERMEDIATE CODE: A523 Effective date: 20241227 |
|
| TRDD | Decision of grant or rejection written | ||
| A01 | Written decision to grant a patent or to grant a registration (utility model) |
Free format text: JAPANESE INTERMEDIATE CODE: A01 Effective date: 20250401 |
|
| A61 | First payment of annual fees (during grant procedure) |
Free format text: JAPANESE INTERMEDIATE CODE: A61 Effective date: 20250408 |
|
| R150 | Certificate of patent or registration of utility model |
Ref document number: 7664749 Country of ref document: JP Free format text: JAPANESE INTERMEDIATE CODE: R150 |