JP2001032621A - Waterproof door - Google Patents

Waterproof door

Info

Publication number
JP2001032621A
JP2001032621A JP11208786A JP20878699A JP2001032621A JP 2001032621 A JP2001032621 A JP 2001032621A JP 11208786 A JP11208786 A JP 11208786A JP 20878699 A JP20878699 A JP 20878699A JP 2001032621 A JP2001032621 A JP 2001032621A
Authority
JP
Japan
Prior art keywords
pit
water
entrance
gate
waterproof door
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.)
Pending
Application number
JP11208786A
Other languages
Japanese (ja)
Inventor
Jiyouji Sakono
譲二 迫野
Masatoshi Sakono
正利 迫野
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
FUKUOKA GIKEN KOGYO KK
Original Assignee
FUKUOKA GIKEN KOGYO KK
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by FUKUOKA GIKEN KOGYO KK filed Critical FUKUOKA GIKEN KOGYO KK
Priority to JP11208786A priority Critical patent/JP2001032621A/en
Publication of JP2001032621A publication Critical patent/JP2001032621A/en
Pending legal-status Critical Current

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  • Power-Operated Mechanisms For Wings (AREA)
  • Buildings Adapted To Withstand Abnormal External Influences (AREA)
  • Special Wing (AREA)
  • Barrages (AREA)

Abstract

PROBLEM TO BE SOLVED: To provide a waterproof door automatically opened/closed using infiltrating water without depending on human-initiated operation. SOLUTION: A pit 1 serving for storage of water is provided under the floor of an entrance A of facilities such as an underground parking garage, and a water guide port 6 communicating with the pit 1 is opened to the water entering side of the entrance A. An open ditch 4 communicating with the interior of the pit 1 is provided along the entrance A, and a gate 3 rising from the open ditch 4 in accordance with the level of water flowing into the pit 1 by buoyancy to shut out the entrance A is provided in the pit 1.

Description

【発明の詳細な説明】DETAILED DESCRIPTION OF THE INVENTION

【0001】[0001]

【発明が属する技術分野】本発明は、ビル、地下駐車場
等の出入り口に設置し、豪雨などによる水の浸入を感知
して起立する機構とした防水扉に関するものである。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a waterproof door which is installed at an entrance of a building, an underground parking lot or the like, and has a mechanism for standing up by detecting the intrusion of water due to heavy rain.

【0002】[0002]

【従来の技術】従来よりビル、地下駐車場などの施設に
設置する防水扉は、その出入り口において両側壁に垂直
軸を介して防水扉を左右方向に開閉する機構、又は床面
に配した水平軸を介して防止扉を垂直方向に回転させて
床面から起立させる機構のものがある。
2. Description of the Related Art Conventionally, waterproof doors installed in facilities such as buildings and underground parking lots have a mechanism for opening and closing the waterproof doors on both sides at right and left sides through vertical axes at entrances and exits, or a horizontal arrangement on a floor surface. There is a mechanism in which a preventive door is vertically rotated through a shaft and rises from the floor surface.

【0003】これらの防水扉の開閉は、集中豪雨などに
より道路に水が溢れ、水位の上昇による浸水の虞がある
場合に、ビルの管理者が人力による開閉、又は油圧装置
などによって開閉を行っているのが現状である。
[0003] The opening and closing of these waterproof doors is performed by a building manager manually or by a hydraulic device when the road overflows due to heavy rain or the like and there is a risk of flooding due to rising water levels. That is the current situation.

【0004】[0004]

【発明が解決しようとする課題】しかしながら上記それ
ぞれの機構の防水扉ではいずれも人為操作が必要であ
り、かつ24時間の監視体制としなければならず、非常
に管理費などがコスト高となる問題がある。
However, the waterproof door of each of the above-mentioned mechanisms requires manual operation and requires a 24-hour monitoring system, resulting in a very high management cost. There is.

【0005】又河川の決壊による浸水での急激な変化に
対しては、人為操作では十分に対応することができず、
常駐の係員を配備することには無理があり、殆どのビル
などの地下駐車場では防水扉を設置していないのが現状
である。更に災害時には停電などの事故が非常に多く、
そのために電動による防水設備の稼動が思うように行え
ないことが多い。
[0005] In addition, a sudden change due to inundation due to the collapse of a river cannot be sufficiently handled by manual operation.
It is impossible to deploy a resident clerk, and most buildings and other underground parking lots do not have waterproof doors. Furthermore, in the event of a disaster, there are many accidents such as power outages,
Therefore, it is often difficult to operate the waterproof equipment by electric power as desired.

【0006】そこで本発明では上記人為操作によらない
で浸入する水を利用して自動的に開閉を行う防水扉を提
供することを目的とするものである。
Accordingly, an object of the present invention is to provide a waterproof door which automatically opens and closes by using water that enters without being manually operated.

【0007】[0007]

【課題を解決するための手段】本発明の上記目的は次の
如き構成の防水扉によって達成できる。即ちその要旨は
地下駐車場などの施設の出入り口の床下に貯水用として
のピットを設け、更に上記ピットに連通する導水口を上
記出入り口の水の進入側に開口せしめ、かつ出入り口に
沿って上記ピット内と連通状とした開口溝を設けると共
に、該ピット内に浮力によってピット内に流入する水の
水位によって上記開口溝より上昇して上記出入り口を遮
断するゲートを設けたことを特徴とする防水扉である。
The above object of the present invention can be achieved by a waterproof door having the following structure. That is, the point is that a pit for water storage is provided under the floor of the entrance of the facility such as an underground parking lot, a water inlet communicating with the pit is opened on the entrance side of the water of the entrance, and the pit is along the entrance. A waterproof door provided with an opening groove communicating with the inside and a gate that rises above the opening groove and shuts off the entrance due to the level of water flowing into the pit due to buoyancy in the pit. It is.

【0008】又上記ピットに排水機構を設けることによ
り、通常の排水量を超えた流入水により危険を感知し、
ゲートを上昇させると共に、浸水の虞がなくなった場合
には自然排水によりピット内の水が排出される機構とす
るものである。
[0008] Further, by providing a drainage mechanism in the pit, a danger is sensed by inflow water exceeding a normal drainage amount,
The mechanism is such that the gate is raised and the water in the pit is discharged by natural drainage when there is no danger of flooding.

【0009】更にピット内には流入する水圧によってゲ
ートの上昇に支障を起たさないための仕切板およびゲー
トの防護と車の通過(ゲートの一定高さまで)を可能と
する防護板を設けた構成とするものである。
Further, a partition plate for preventing the gate from being raised by the inflowing water pressure and a protection plate for protecting the gate and passing the vehicle (to a certain height of the gate) are provided in the pit. Configuration.

【0010】[0010]

【発明の実施の形態】以下本発明に係る実施の形態を、
その実施例を示す図面を参酌しながら詳述する。 実施例1 図1に示すように、地下駐車場などの施設Aの出入り口
Bの床下には、同出入り口Bより手前(水の進入側)に
向けてピット1を設けるものである。
Embodiments of the present invention will be described below.
This will be described in detail with reference to the drawings showing the embodiment. Example 1 As shown in FIG. 1, a pit 1 is provided below a floor of an entrance B of a facility A such as an underground parking lot toward the front of the entrance B (water entry side).

【0011】そして上記ピット1内には、その下部にフ
ロート2が装着されるゲート3が収納される。このゲー
ト3は上記出入り口B間に上記ピット1内と連通状に開
口される開口溝4と、同出入り口Bの両壁面の上下方向
に沿って刻設される上下摺動溝部5、5によって上記ピ
ット1内に水を進入させて場合に、フロート2の浮力に
よってゲート3を出入り口B間の床面より上昇させる構
成とする。
In the pit 1, a gate 3 to which a float 2 is attached is accommodated below the pit 1. The gate 3 is formed by an opening groove 4 which is opened between the entrance B and the inside of the pit 1 so as to communicate with the inside of the pit 1 and upper and lower sliding grooves 5 and 5 engraved along the vertical direction of both wall surfaces of the entrance B. When water enters the pit 1, the buoyancy of the float 2 raises the gate 3 above the floor between the entrances B.

【0012】そこで上記ピット1の車進入側、あるいは
周囲には同ピット1内と連通状とした導水口6を設けた
構成とするものである。又上記導水口6とゲート3との
間には、その下端とピット1底面との間に空隙が形成さ
れる仕切板7を設けるものである。従ってこの仕切板7
によって上記ゲート3は導水口6から流れ込む水圧など
の影響を受けずに支障なく出入り口B開閉を行うことが
可能となる。
In view of this, a water inlet 6 is provided on or near the pit 1 on the vehicle entrance side or in the vicinity thereof so as to communicate with the inside of the pit 1. Between the water inlet 6 and the gate 3, there is provided a partition plate 7 having a gap formed between its lower end and the bottom of the pit 1. Therefore, this partition plate 7
Thus, the gate 3 can open and close the entrance B without any trouble without being affected by the water pressure flowing from the water introduction port 6 or the like.

【0013】実施例2 図2にはピット1内に排水溝8を設けた構成を示すもの
であり、この排水溝8は下水道に通じており、一般的な
雨量による導水口6からピット1内への水の進入に対し
てはピット1内に水を溜めることなく排水され、又集中
豪雨などの多量の水の進入に対しては流入量と排水量と
の差によって、ピット1内に水が溜まりゲート3を上昇
させる構成とするものである。
Embodiment 2 FIG. 2 shows a structure in which a drain groove 8 is provided in the pit 1. The drain groove 8 communicates with the sewer, and is connected to the pit 1 through the water inlet 6 by general rainfall. For the ingress of water into the pit 1, water is drained without collecting water in the pit 1, and for the intrusion of a large amount of water such as torrential rain, the water in the pit 1 The configuration is such that the accumulation gate 3 is raised.

【0014】次に図3に示すように、床面Cに開口され
る開口溝4に沿って防護板9を設けるものであり、この
防護板9は2枚の板を枢軸10によって連結した機構と
し、その枢軸10部分を開口溝4に沿って載置するもの
である。
Next, as shown in FIG. 3, a protection plate 9 is provided along the opening groove 4 opened on the floor surface C. The protection plate 9 is a mechanism in which two plates are connected by a pivot 10. The pivot 10 is placed along the opening groove 4.

【0015】従って図4に示すように、ゲート3が開口
溝4より上昇する場合に、上記防護板9を押し上げて枢
軸10を中心として山形状に形成されることになる。こ
の時には車の進入の際にゲート3を破損させることなく
通過することが可能となる。
Therefore, as shown in FIG. 4, when the gate 3 rises above the opening groove 4, the protective plate 9 is pushed up to form a mountain with the pivot 10 as a center. At this time, it is possible to pass through the gate 3 without damaging the gate 3 when the vehicle enters.

【0016】更に図5に示すようにゲート3が上昇した
場合には防護板9は上方に押し上げられ、車の通過が不
可能となる。このように上記防護板9は開口溝4の施蓋
および車進入によるゲート3の破損を防止する機構とす
るものである。
Further, as shown in FIG. 5, when the gate 3 is raised, the protection plate 9 is pushed upward, so that the vehicle cannot pass. As described above, the protective plate 9 has a mechanism for covering the opening groove 4 and preventing the gate 3 from being damaged due to vehicle entry.

【0017】なお上記フロート2は発泡スチロールを合
成樹脂材で被覆したものや、又図6に示すように、ゲー
ト3そのものを浮力体とするために、発泡スチロール板
11を強化樹脂材12によって被覆する構成とすること
もできる。更に上記発泡スチロールの他に、ゲート内に
空気、あるいはガスを注入してゲート自体を浮力体とす
る場合もあり、その状況に応じて最も適した機構を採用
する。。又上記導水口6にはフィルタを取り付けて塵芥
の流入を防ぐ機構とすることが望ましい。
The float 2 is formed by covering styrofoam with a synthetic resin material, or, as shown in FIG. 6, by covering the styrofoam plate 11 with a reinforced resin material 12 in order to make the gate 3 itself a buoyant body. It can also be. Further, in addition to the above-mentioned styrene foam, air or gas may be injected into the gate to make the gate itself a buoyant body, and a mechanism most suitable for the situation is adopted. . Further, it is desirable that a filter be attached to the water inlet 6 to prevent the inflow of dust.

【0018】以上の構成より成る本発明では図7に示す
ように、集中豪雨などにより道路に溢れた水の水位が上
昇し、導水口6よりピット1内に流入する水aの水位の
上昇に伴いゲート3を上昇させる。
In the present invention having the above structure, as shown in FIG. 7, the water level of the water overflowing on the road due to the concentrated torrential rain and the like rises, and the water level of the water a flowing into the pit 1 from the water inlet 6 rises. Accordingly, the gate 3 is raised.

【0019】更に図8に示すように、ピット1内を満杯
にした後に床面Cより上昇して施設内に流れ込もうとす
る水a'は出入り口B間のゲート3によって侵入を遮断
されることになる。
Further, as shown in FIG. 8, after filling the pit 1, the water a 'rising from the floor C and flowing into the facility is blocked by the gate 3 between the entrances B. Will be.

【0020】次に図9に示すように、道路上に溢れた水
が引き、水の進入の虞が無くなった場合に、ピット1内
の水をポンプなどによって抜き取り、ゲート3を下降さ
せて出入り口Bを解放する。
Next, as shown in FIG. 9, when the water overflowing on the road is drawn and there is no risk of water intrusion, the water in the pit 1 is extracted by a pump or the like, and the gate 3 is lowered to enter the entrance. Release B.

【0021】又図10に示すように、排水構8が設けら
れたピット1では排水される水bの量より導水口6より
ピット1内に流入する水aの量が大きい場合には、浸水
を感知しピット1内に水が満たされてその水位の上昇に
伴いゲート3を上昇させる。
As shown in FIG. 10, in the pit 1 provided with the drainage structure 8, if the amount of water a flowing into the pit 1 from the water inlet 6 is larger than the amount of water b drained, And the pit 1 is filled with water and the gate 3 is raised as the water level rises.

【0022】更に図11に示すように、ピット1内を満
杯にした後に床面Cより上昇して施設内に流れ込もうと
する水a'は出入り口B間のゲート3によって侵入を遮
断されることになる。
Further, as shown in FIG. 11, after the inside of the pit 1 is full, the water a 'rising from the floor C and flowing into the facility is blocked by the gate 3 between the entrances B. Will be.

【0023】次に図12に示すように、道路上に溢れた
水が引き、水の進入の虞が無くなった場合には排水溝8
よりピット1内の水が自然に排出されてゲート3を下降
させて出入り口Bを解放する。
Next, as shown in FIG. 12, when the water overflowing on the road is drawn and there is no danger of the water entering, the drain 8
The water in the pit 1 is naturally discharged, and the gate 3 is lowered to release the entrance B.

【0024】[0024]

【発明の効果】以上述べて来た如く本発明によれば、集
中豪雨や河川の決壊による水の浸水を、その流入する水
の浮力を利用してゲートを上昇させて出入り口を閉鎖す
る機構とすることにより、人為的操作および機械的操作
を必要とせず、施設内への水の進入を防止することがで
きる。又、排水機能を備えたピットにあっては浸水の虞
がなくなり、水位が下がれば自然にピット内の水も排出
され、ゲートをピット内に収納することができ、全くの
人為的操作を必要としない。
As described above, according to the present invention, there is provided a mechanism for closing a doorway by raising the gate by using the buoyancy of the inflowing water to prevent the inundation of the water caused by the torrential rain or the collapse of the river. By doing so, it is possible to prevent water from entering the facility without requiring any manual operation or mechanical operation. In addition, there is no danger of flooding in a pit with a drainage function, and when the water level drops, the water in the pit is naturally drained, and the gate can be stored in the pit, requiring absolute manual operation. And not.

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

【図1】本発明の実施例1における説明図である。FIG. 1 is an explanatory diagram according to a first embodiment of the present invention.

【図2】本発明の実施例2における説明図である。FIG. 2 is an explanatory diagram according to a second embodiment of the present invention.

【図3】本発明の防護板の装着状態を示す説明図であ
る。
FIG. 3 is an explanatory view showing a state in which a protective plate of the present invention is mounted.

【図4】本発明の防護板の一形態を示す説明図である。FIG. 4 is an explanatory view showing one embodiment of a protection plate of the present invention.

【図5】本発明の防護板がゲートによって押し上げられ
た状態を示す説明図である。
FIG. 5 is an explanatory diagram showing a state in which the protection plate of the present invention is pushed up by a gate.

【図6】本発明のゲートの他の形態を示す説明図であ
る。
FIG. 6 is an explanatory view showing another embodiment of the gate of the present invention.

【図7】本発明の実施例1における防水扉の作動の初期
状態を示す説明図である。
FIG. 7 is an explanatory diagram illustrating an initial state of operation of the waterproof door according to the first embodiment of the present invention.

【図8】本発明の実施例1における防水扉の作動の完了
状態を示す説明図である。
FIG. 8 is an explanatory diagram showing a completed state of the operation of the waterproof door in the first embodiment of the present invention.

【図9】本発明の実施例1における防水扉の作動後のピ
ット内の水の排出を示す説明図である。
FIG. 9 is an explanatory diagram showing discharge of water in the pit after the operation of the waterproof door according to the first embodiment of the present invention.

【図10】本発明の実施例2における防水扉の作動の初
期状態を示す説明図である。
FIG. 10 is an explanatory diagram illustrating an initial state of operation of a waterproof door according to a second embodiment of the present invention.

【図11】本発明の実施例2における防水扉の作動の完
了状態を示す説明図である。
FIG. 11 is an explanatory diagram illustrating a completed state of the operation of the waterproof door according to the second embodiment of the present invention.

【図12】本発明の実施例2における防水扉の作動後の
状態を示す説明図である。
FIG. 12 is an explanatory view showing a state after the operation of the waterproof door in the second embodiment of the present invention.

【符号の説明】[Explanation of symbols]

1 ピット 2 フロート 3 ゲート 4 開口溝 5 上下摺動溝部 6 導水口 7 仕切板 8 排水溝 9 防護板 DESCRIPTION OF SYMBOLS 1 Pit 2 Float 3 Gate 4 Opening groove 5 Vertical sliding groove 6 Water inlet 7 Partition plate 8 Drainage groove 9 Protection plate

───────────────────────────────────────────────────── フロントページの続き Fターム(参考) 2D019 BA01 2E039 AC04 2E052 AA02 AA05 AA10 BA08 CA01 DA02 DB02 EA14 EB01 EC01 KA10 KA15 KA16  ──────────────────────────────────────────────────続 き Continued on the front page F term (reference) 2D019 BA01 2E039 AC04 2E052 AA02 AA05 AA10 BA08 CA01 DA02 DB02 EA14 EB01 EC01 KA10 KA15 KA16

Claims (4)

【特許請求の範囲】[Claims] 【請求項1】 地下駐車場などの施設の出入り口の床下
に貯水用としてのピットを設け、更に上記ピットに連通
する導水口を上記出入り口の水の進入側に開口せしめ、
かつ出入り口に沿って上記ピット内と連通状とした開口
溝を設けると共に、該ピット内に浮力によってピット内
に流入する水の水位によって上記開口溝より上昇して上
記出入り口を遮断するゲートを設けたことを特徴とする
防水扉。
1. A pit for storing water is provided under a floor of an entrance of a facility such as an underground parking lot, and a water inlet communicating with the pit is opened on a water entry side of the entrance.
An opening groove communicating with the inside of the pit is provided along the entrance, and a gate is provided in the pit to shut off the entrance by rising from the opening groove due to the level of water flowing into the pit by buoyancy. A waterproof door characterized by that.
【請求項2】 上記ピットに排水機構を設けたことを特
徴とする請求項1記載の防水扉。
2. The waterproof door according to claim 1, wherein a drainage mechanism is provided in the pit.
【請求項3】 上記ピット内に、導水口とゲートとの間
に、その下部が解放状とされる仕切板を設けたことを特
徴とする請求項1又は2記載の防水扉。
3. The waterproof door according to claim 1, wherein a partition plate whose lower part is open is provided between the water inlet and the gate in the pit.
【請求項4】 上記開口溝に沿って、該開口溝を中心に
互いに連結枢支される防護板を覆設したことを特徴とす
る請求項1、2又は3記載の防水扉。
4. The waterproof door according to claim 1, wherein protective plates connected and pivotally connected to each other around the opening groove are provided along the opening groove.
JP11208786A 1999-07-23 1999-07-23 Waterproof door Pending JP2001032621A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP11208786A JP2001032621A (en) 1999-07-23 1999-07-23 Waterproof door

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP11208786A JP2001032621A (en) 1999-07-23 1999-07-23 Waterproof door

Publications (1)

Publication Number Publication Date
JP2001032621A true JP2001032621A (en) 2001-02-06

Family

ID=16562096

Family Applications (1)

Application Number Title Priority Date Filing Date
JP11208786A Pending JP2001032621A (en) 1999-07-23 1999-07-23 Waterproof door

Country Status (1)

Country Link
JP (1) JP2001032621A (en)

Cited By (12)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2009112623A1 (en) * 2008-03-10 2009-09-17 Luis Antonio Crespo Morales Flood protection device
JP4773577B1 (en) * 2010-10-08 2011-09-14 秀樹 藤田 Water shielding device
JP4838395B1 (en) * 2011-06-08 2011-12-14 泰則 伊藤 Structure
JP2012057427A (en) * 2010-09-13 2012-03-22 Marushima Sangyo Kk Movable gate device
KR101155823B1 (en) * 2003-12-15 2012-06-12 바르실라 핀랜드 오이 Arrangement in a marine vessel
CN102691516A (en) * 2011-03-24 2012-09-26 张庆东 Full-automatic disaster blocking-preventing device for mine shaft winch tunnel
CN104480907A (en) * 2014-12-13 2015-04-01 天津大学前沿技术研究院有限公司 Hydraulic type lifting box-type retaining dam
JP2016089569A (en) * 2014-11-10 2016-05-23 株式会社三恵工作所 Water barrier device
KR101750912B1 (en) 2016-10-18 2017-06-29 (주)이에스다산 Structure of ascent and descent type for defilade of water
CN107869178A (en) * 2017-11-20 2018-04-03 刘大康 A kind of automatic water insulating system of underground installation for building
WO2020183810A1 (en) * 2019-03-13 2020-09-17 正通 亀井 Multiplex water cutoff wall
CN112681224A (en) * 2020-12-25 2021-04-20 西京学院 Automatic lifting type water retaining structure

Cited By (13)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR101155823B1 (en) * 2003-12-15 2012-06-12 바르실라 핀랜드 오이 Arrangement in a marine vessel
WO2009112623A1 (en) * 2008-03-10 2009-09-17 Luis Antonio Crespo Morales Flood protection device
JP2012057427A (en) * 2010-09-13 2012-03-22 Marushima Sangyo Kk Movable gate device
JP4773577B1 (en) * 2010-10-08 2011-09-14 秀樹 藤田 Water shielding device
CN102691516A (en) * 2011-03-24 2012-09-26 张庆东 Full-automatic disaster blocking-preventing device for mine shaft winch tunnel
JP4838395B1 (en) * 2011-06-08 2011-12-14 泰則 伊藤 Structure
JP2016089569A (en) * 2014-11-10 2016-05-23 株式会社三恵工作所 Water barrier device
CN104480907A (en) * 2014-12-13 2015-04-01 天津大学前沿技术研究院有限公司 Hydraulic type lifting box-type retaining dam
KR101750912B1 (en) 2016-10-18 2017-06-29 (주)이에스다산 Structure of ascent and descent type for defilade of water
CN107869178A (en) * 2017-11-20 2018-04-03 刘大康 A kind of automatic water insulating system of underground installation for building
WO2020183810A1 (en) * 2019-03-13 2020-09-17 正通 亀井 Multiplex water cutoff wall
US12024918B2 (en) 2019-03-13 2024-07-02 Land Business Co., Ltd. Multiplex water cutoff wall
CN112681224A (en) * 2020-12-25 2021-04-20 西京学院 Automatic lifting type water retaining structure

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