JP2004218415A - Waterstop board for flood prevention - Google Patents
Waterstop board for flood prevention Download PDFInfo
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- JP2004218415A JP2004218415A JP2003200145A JP2003200145A JP2004218415A JP 2004218415 A JP2004218415 A JP 2004218415A JP 2003200145 A JP2003200145 A JP 2003200145A JP 2003200145 A JP2003200145 A JP 2003200145A JP 2004218415 A JP2004218415 A JP 2004218415A
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- water
- board
- waterproof cloth
- flood
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Description
【0001】
【発明が属する技術分野】
本発明は、集中豪雨等の如き突発的大雨に依る都市型洪水を防止又は排水するための簡単且つ有効な止水板に関するものである。
【0002】
【従来の技術】
先行特許文献1 特許第3089226号
同 2 同 第3059232号
【0003】
従来、地盤中に築造されたソイルセメント地中壁の内部に、所定間隔をおいて対面配置で相互に連結された表裏二枚の鋼板を本体とする完全止水型地中止水壁は、上記二特許等に提案されているが、地上での突発的大雨に依る都市型洪水の止水、排水には、相も変わらず多数の人々が多量の砂袋を作り、此の重い土嚢を積み重ねて人口土手を作り、溢れ出た水流を止めて排水し、思いも掛けない水難から逃れていた。
【0004】
【発明が解決しようとする課題】
然しながら近時の大都市においては、その建築並びに土木構造から、突発的集中豪雨等に依っては、一度に処々方々に洪水が発生し、従来型の砂袋、土嚢に依る止水、排水には間に合わず、重大な結果を招く危険があった。
本発明は、この様な従来の工法の欠点を改善する画期的な都市型洪水防止用止水板を提供する事を課題とする。
【0005】
【課題を解決する為の手段】
斯の如き課題を解決する為に本発明の洪水防止用止水板は、適当数の鉄製又は木材製で断面がコの字状箱型の所定寸法の止水枠板或は押角間伐材を、横方向のみ、又は縦横両方向に相互に連結し、水勢に耐え得る所定対の転倒防止用金具で、此等枠板を水流に抗して固定すると供に、その上面に丈夫な防水布を少なくとも一枚被せ、内部に水流が侵入しない様に、止水板の真下の防水布上及びその先端上に砂袋を置いたり、前記転倒防止用金具の一端の固定板等で固定したりして、押し寄せる洪水の水の重さと水圧に依り、此の止水板及び大地上を防水布で密着固定して浸水を防止する様に構成した事を特徴とするものである。
【0006】
【発明の実施の態様】
斯の如き構成に依り本発明の洪水防止用止水板は、都市型洪水例えば集中豪雨に依る突発的な出水時にも、予め分解され保管されている止水枠板の各部を、止水場所例えば地下鉄又は地下商店街入口等の冠水地に搬送して組み立て、その浸水口を囲んで防水し、その流れを反らせて地下低地えの流水を防止する。勿論此等止水板は、都市河川の氾濫防止にも有効に使用し得る。以下に図面を参照して本発明の好個の実施例を説明する。
【0007】
【実施例】
図1及び図3に示す様に、本発明の洪水防止用止水板は、主として図2に示す鋼枠体を適当数連結した止水枠板(2)と、直接この面上を覆う第一の防水布(4)と、この布上から前記止水枠板(2)上に組合された表裏一対の転倒防止用金具(3)と、更に此等構築体を覆う第二の防水布(5)との組合わせより成る。
【0008】
斯の如き洪水防止用止水板(1)の止水枠板(2)は、図2に示す如く、断面がコの字状の規格鋼枠板600若しくは300を使用するのが好ましく、洪水の水量に依っては、図3に示す様に一枚若しくは二枚重ね(2)(2)又は一段(2’)或は二段重ね(2’)(2’)の如く、その寸法を適宜調節して構築するのが有利である。
【0009】
此の様に水量に応じて構築された止水枠板(2)の表裏面には、厚みのやや薄い第一防水布例えばビニール合成樹脂布(4)が被せられ、前記止水枠板(2)の継ぎ目、接続具用孔等からの洩水を防ぐ様に完全に被覆され、又横方向から入り込む水流を防ぐ為、止水枠板の足下には適当な容量の土嚢(6)(6)..が並べられる。
【0010】
斯くの如く洩水を防止する様に被覆された止水枠板(2)上には、図4及び図5に示す複数対の転倒防止用金具(3)(8)が、相互に隣り合わせに然も逆向きに挟み込まれ、此の止水枠板を固定し且つ転倒しない様に支承すると供に、此等に挟み込まれた前記第一防水布(4)の先端部は、金具の先端の鉄筋杭打ち込み部(7)、これに打ち込まれた杭(B)(B)..及び前記止水枠板(2)の足下に設けられた土嚢(6)(6)に依って、大地に確りと固定され、側方から流れ込む水流に依って煽られない様に押え込まれている。
【0011】
更に又、此の表裏一体的な転倒防止用金具(3)(8)は、夫々上記した第一防水布で被覆された止水枠板(2)を、その逆U字状に折り曲げられた挟持部(10)(11)間の空間(2’)内に挟み込むと同時に、前記挟持部から更に直角に折り曲げられたL字状水平延長安定部(12)と、此に連接する杭打込部(7)とに依って止水枠板の転倒を防止し、此のL字状部分に交差して取り付けられた交叉部分(9)に依って、金具全体の強度を補強する様に構成されている。
【0012】
此等一対の転倒防止用金具(3)(8)は、図4及び図6に示す様に、相互に逆向き即ち金具(3)の杭打込部(7)が表面前方に、金具(8)の同部分(7)が裏面の後方に位置する様に、夫々の逆U字部(10)(11)で止水枠板(2)を表裏両面から挟み込み、夫々のL字状部分(11)(12)の水平延長安定部(12)及び前記杭打込部(7)(7)で、確りと止水枠板(2)を支承する様に構築される。
此の際の前記転倒防止用金具のL字状部(11)(12)の交叉部分(9)は、前記杭打込部(7)と供に、後述する矢印(P)方向からの洪水水圧に充分拮抗し、前記止水枠板(2)の転倒と此の金具の壊滅を充分防止する様に、表裏一体的に補強する。
【0013】
斯くの如くして、一応洪水(W)の氾濫流出は防止し得るが、尚完全な防水目的の為に、更にやや厚手の第二の防水布(5)を、組立てられた転倒防止用金具(3)(8)上から被覆し、縦、横方向から加えられる洪水(W)の水圧(P)を利用して、第一防水布(4)で覆われた止水枠板(2)及び転倒防止用金具(3)(8)上に此の布を密着させ、一層の洩水防止に役立てると供に、流木等に依る第一防水布及び止水枠板の破損等を防止する様に役立てられる。
尚、必要ならば適当な容量の土嚢を前記第二防水布(5)の洪水側先端に並設して、流れに依る先端のはためきを防止する様に構築する事も可能である。
【0014】
一方、図2に示す本発明の鋼枠体より成る洪水防止用止水板(1)は、図6に示す如く、積み重ね心棒(13)に依って組合わされた所定寸法の押角間伐材(2T)より成る積み重ね止水板(14)で代用する事が出来る。
此の枠板は、現在利用方法を考えられている諸種の木材の間伐材が利用されるので、極めて有効であると同時に、比較的安価に供給出来るので有利である。
【0015】
他方、前記第一、第二防水布(4)(5)は、主として合成樹脂製の布体であるのが好ましいが、防水性を有し洪水の水圧に耐え、流木や種々な漂流物等に依って破損され難い布体であれば良く、比較的軽量で縫製が容易な材質でると同時に、防水チャック等で連結可能な布体であるのが有利である。
【0016】
更に又、前記転倒防止用金具(3)(8)は、適当な強度を持つ剛体例えば金属、プラスチック、木材等が利用されるが、洪水の強大な圧力に耐え得る剛性を持ち、軽量で比較的安価に入手し得る材質であるのが好ましく、例えばそれが金属である場合には、水に依って酸化されず、容易に入手し得る塗装鋼板、ステンレス鋼板等が好ましい。
【0017】
斯の如き構成に依り本発明の洪水防止用止水板(1)は、図1、3及び6に示す如く、洪水(W)の縦横の水圧に依って第一並びに第二防水布(4)(5)は、前者が直接止水枠板(2)の上から密着して、洪水の流入、洩水を防ぎ且つ流水方向を所望方向に変更させ、防水されるべき危弱場所或は重要箇所例えば家屋、低地、地下街等の浸水、冠水を少人数、小労力で比較的容易に防止する事が出来る。
【0018】
【発明の効果】
此の様な構成及び作用に依って本発明は、以下の如き優れた効果を有している。
(1) 構造が簡単で軽量の為、持ち運びが出来て何処の出水、洪水にも対応出来る。
(2) 資材の寸法を望み通りに選択出来るので、組立、分解、収納が容易且つ簡単である。
(3) 急を要する洪水時に、少人数で簡単に組立てる事が出来るので省力的である。
(4) 保管、収納に場所を取らない。
(5) 産業規格品、間伐材等を使用出来るので能率的且つ経済的である。
(6) 都市型の突発的洪水にも迅速に対応出来る。
(7) 資材の規格化が可能で安価に取り揃える事が出来る。
【図面の簡単な説明】
【図1】本発明の洪水防止用止水板の部分的組立斜視図である。
【図2】本発明の洪水防止用止水板に使用する鋼製枠体を示す斜視図である。
【図3】本発明の洪水防止用止水板の一態様を示す組立断面図である。
【図4】本発明の洪水防止用止水板の転倒防止態様を示す平面図である。
【図5】本発明の洪水防止用止水板の転倒防止用金具の側面図である。
【図6】本発明の他の態様の洪水防止用止水板を示す組立断面図である。
【符号の説明】
1 洪水防止用止水板
2 鋼製止水枠板
3 転倒防止用金具
4 第一防水布
5 第二防水布
W 洪水
P 洪水圧力
6 土嚢
7 鉄筋杭打ち金具[0001]
TECHNICAL FIELD OF THE INVENTION
BACKGROUND OF THE
[0002]
[Prior art]
Conventionally, inside a soil cement underground wall built in the ground, a completely water-stop type ground suspension water wall mainly comprising two steel plates, front and back, mutually connected in a face-to-face arrangement at a predetermined interval, As proposed in the two patents, etc., many people still make a large number of sandbags and stack these heavy sandbags to stop and drain urban floods caused by sudden heavy rain on the ground. He built an embankment, stopped overflowing water, drained it, and escaped an unexpected flood.
[0004]
[Problems to be solved by the invention]
However, in recent years, in large cities, floods have occurred in many places at once due to sudden torrential rain, etc., due to the construction and civil engineering structure, and conventional sand bags and sandbags have been used to stop and drain water. Was in danger of having serious consequences.
An object of the present invention is to provide an epoch-making urban-type flood prevention water stop board which improves such disadvantages of the conventional construction method.
[0005]
[Means for solving the problem]
In order to solve such problems, the flood prevention water stop board of the present invention is made of a suitable number of steel or wood cross section U-shaped box-shaped water stop frame plates or push-thinning thinning materials. With a pair of overturn prevention brackets that are interconnected only in the horizontal direction or in both the vertical and horizontal directions and can withstand the water force, these frame plates are fixed against water flow, and a durable waterproof cloth is provided on the upper surface. Cover at least one sheet, place a sand bag on the waterproof cloth directly below the water stop plate and on its tip, or fix it with a fixing plate at one end of the fall prevention fitting so that water flow does not enter inside. The water stoppage plate and the ground are tightly fixed with a waterproof cloth to prevent inundation depending on the weight and pressure of the flood water.
[0006]
DESCRIPTION OF THE PREFERRED EMBODIMENTS
According to such a configuration, the flood-prevention water stoppage plate of the present invention can be used to stop each part of the water-stopper frame plate that has been previously disassembled and stored even at the time of sudden flooding due to an urban flood, for example, a torrential rainfall, at a water stop location. For example, it is transported and assembled to a submerged area such as a subway or an underground shopping mall entrance, and is waterproofed around its inundation port, and its flow is deflected to prevent water from flowing underground. Of course, these water stoppage plates can also be effectively used for preventing flooding of urban rivers. Preferred embodiments of the present invention will be described below with reference to the drawings.
[0007]
【Example】
As shown in FIG. 1 and FIG. 3, the flood prevention waterproof plate of the present invention mainly comprises a water stop frame plate (2) obtained by connecting an appropriate number of steel frames shown in FIG. One waterproof cloth (4), a pair of front and back fall prevention metal fittings (3) combined from the cloth on the water-stop frame plate (2), and a second waterproof cloth covering the structure. (5).
[0008]
As shown in FIG. 2, it is preferable to use a standard steel frame plate 600 or 300 having a U-shaped cross section for the water stop frame plate (2) of such a flood prevention water stop plate (1). Depending on the amount of water, the dimensions thereof are appropriately adjusted, as shown in FIG. 3, such as one sheet or two sheets (2) (2) or one step (2 ′) or two steps (2 ′) (2 ′). It is advantageous to construct it.
[0009]
The slightly waterproof first waterproof cloth, for example, a vinyl synthetic resin cloth (4) is put on the front and back surfaces of the waterproof frame plate (2) constructed according to the amount of water in this way, The sandbags (6) (6) () are completely covered so as to prevent water leakage from the joints and fitting holes of (2), and to prevent water flow from the lateral direction. 6). . Are arranged.
[0010]
A plurality of pairs of overturn prevention fittings (3) and (8) shown in FIGS. 4 and 5 are placed next to each other on the water-stopping frame plate (2) coated so as to prevent water leakage. Of course, it is sandwiched in the opposite direction, and the water-proof frame plate is fixed and supported so as not to fall down. In addition, the tip of the first waterproof cloth (4) sandwiched between them is the tip of the metal fitting. Reinforced pile driving part (7), pile (B) (B) driven into this. . And, by the sandbags (6) and (6) provided under the feet of the water stop frame plate (2), the sandbags are firmly fixed to the ground and pressed down so as not to be fanned by the water flow flowing from the side. I have.
[0011]
Furthermore, the front and back integrated fall prevention fittings (3) and (8) are obtained by bending the water-stopping frame plate (2) covered with the above-mentioned first waterproof cloth into an inverted U-shape. At the same time as being inserted into the space (2 ') between the holding portions (10) and (11), an L-shaped horizontal extension stabilizer (12) bent at a right angle from the holding portion and a pile driving member connected thereto. The part (7) prevents the water stop frame plate from overturning, and the crossing part (9) attached to the L-shaped part to reinforce the strength of the whole bracket. Have been.
[0012]
As shown in FIGS. 4 and 6, the pair of fall prevention fittings (3) and (8) are opposite to each other, that is, the pile driving portion (7) of the fitting (3) is located forward of the surface thereof. Each of the inverted U-shaped portions (10) and (11) sandwiches the water stop frame plate (2) from both the front and back surfaces so that the same portion (7) of 8) is located behind the back surface, and the respective L-shaped portions are formed. (11) The horizontal extension stabilizing portion (12) of (12) and the pile driving portions (7) (7) are constructed so as to securely support the water stop frame plate (2).
In this case, the crossing portion (9) of the L-shaped portions (11) and (12) of the fall prevention metal fitting together with the pile driving portion (7) is capable of withstanding the flood water pressure from the arrow (P) direction described later. Both sides are reinforced in such a way that they sufficiently antagonize and sufficiently prevent the water stop frame plate (2) from overturning and the metal fittings from being destroyed.
[0013]
In this way, it is possible to prevent the flood (W) from overflowing and escaping, but for the purpose of complete waterproofing, a slightly thicker second waterproof cloth (5) is attached to the assembled fall prevention fitting. (3) (8) Waterproof frame plate (2) covered with a first waterproof cloth (4) using water pressure (P) of flood (W) applied from above and from the vertical and horizontal directions In addition, this cloth is closely adhered to the fall prevention fittings (3) and (8) to further prevent water leakage and to prevent breakage of the first waterproof cloth and the water stop frame plate due to driftwood and the like. Helped.
If necessary, a sandbag having an appropriate capacity may be juxtaposed to the tip of the second waterproof cloth (5) on the flood side to prevent flapping of the tip due to the flow.
[0014]
On the other hand, as shown in FIG. 6, a flood-preventing waterstop plate (1) made of a steel frame of the present invention is a thinned timber (2T) having a predetermined size combined with a stacked mandrel (13) as shown in FIG. ) Can be substituted.
This frame plate is extremely effective since various types of wood thinning materials currently being considered for use are used, and is advantageous because it can be supplied at relatively low cost.
[0015]
On the other hand, it is preferable that the first and second waterproof cloths (4) and (5) are mainly made of synthetic resin. However, the first and second waterproof cloths (4) and (5) have waterproofness, withstand water pressure of flood, driftwood and various drifting objects. Any cloth can be used as long as the cloth is not easily damaged by the above-described method.
[0016]
Further, as the fall prevention fittings (3) and (8), rigid bodies having appropriate strength, for example, metal, plastic, and wood are used. It is preferably a material that can be obtained at a reasonable cost. For example, when it is a metal, a coated steel plate, a stainless steel plate, or the like that is not oxidized by water and is easily available is preferable.
[0017]
According to such a configuration, the flood-preventing water stoppage plate (1) of the present invention, as shown in FIGS. 1, 3 and 6, depends on the vertical and horizontal water pressure of the flood (W) and the first and second waterproof cloths (4). (5) In the case of (5), the former is directly in contact with the water stop frame plate (2) to prevent the inflow and leak of flood water and to change the direction of flowing water to a desired direction, and to place the vulnerable place or water to be waterproofed. Inundation and flooding of important places such as houses, lowlands, and underground malls can be relatively easily prevented with a small number of people and small labor.
[0018]
【The invention's effect】
The present invention has the following excellent effects due to such a configuration and operation.
(1) The structure is simple and lightweight, so it can be carried and can withstand floods and floods anywhere.
(2) Since the dimensions of the materials can be selected as desired, assembly, disassembly and storage are easy and simple.
(3) It is labor-saving because it can be easily assembled with a small number of people during an urgent flood.
(4) Save space for storage and storage.
(5) Efficient and economical because industrial standard products, thinned wood, etc. can be used.
(6) Respond quickly to sudden urban floods.
(7) Materials can be standardized and can be inexpensively stocked.
[Brief description of the drawings]
FIG. 1 is a partially assembled perspective view of a flood prevention water stoppage plate of the present invention.
FIG. 2 is a perspective view showing a steel frame used for the flood-preventing water stoppage plate of the present invention.
FIG. 3 is an assembly sectional view showing one embodiment of a flood prevention water stoppage plate of the present invention.
FIG. 4 is a plan view showing a manner of preventing the water stoppage plate for flood prevention according to the present invention from overturning.
FIG. 5 is a side view of a fall prevention metal fitting of the flood prevention water stop board of the present invention.
FIG. 6 is an assembled sectional view showing a flood-prevention water stoppage plate according to another embodiment of the present invention.
[Explanation of symbols]
DESCRIPTION OF
Claims (6)
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JP2003200145A JP3872452B2 (en) | 2002-11-22 | 2003-06-17 | Water stoppage for flood prevention |
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JP2002382072 | 2002-11-22 | ||
JP2003200145A JP3872452B2 (en) | 2002-11-22 | 2003-06-17 | Water stoppage for flood prevention |
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JP2004218415A true JP2004218415A (en) | 2004-08-05 |
JP3872452B2 JP3872452B2 (en) | 2007-01-24 |
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Cited By (6)
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KR200473347Y1 (en) * | 2014-04-16 | 2014-06-27 | 김병우 | Prefabricated apparatus for preventing submersion |
JP2017075454A (en) * | 2015-10-13 | 2017-04-20 | 株式会社鶴見製作所 | Seat for water fence |
CN106948352A (en) * | 2016-01-06 | 2017-07-14 | 北京翔鲲水务建设有限公司 | Front leg strut shaped steel antiseepage film cofferdam and its construction method |
JP2021501277A (en) * | 2017-10-30 | 2021-01-14 | アクアフェンス・アーエス | Flood barrier ground seal construct |
CN115217071A (en) * | 2022-09-20 | 2022-10-21 | 广东水科院勘测设计院 | Flood control breakwater for hydraulic engineering |
JP7292595B1 (en) | 2022-05-25 | 2023-06-19 | 義行 亀田 | "Self-standing waterproof plate" for flood control |
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JPS481536Y1 (en) * | 1970-07-24 | 1973-01-16 | ||
JPS4810975Y1 (en) * | 1967-02-08 | 1973-03-24 | ||
JPH0721928U (en) * | 1993-09-30 | 1995-04-21 | 研志 中根 | Debris flow flood intrusion prevention device with escape exit and its associated device |
JP3084988U (en) * | 2001-10-02 | 2002-04-05 | 新興建材株式会社 | Flood barrier |
-
2003
- 2003-06-17 JP JP2003200145A patent/JP3872452B2/en not_active Expired - Fee Related
Patent Citations (4)
Publication number | Priority date | Publication date | Assignee | Title |
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JPS4810975Y1 (en) * | 1967-02-08 | 1973-03-24 | ||
JPS481536Y1 (en) * | 1970-07-24 | 1973-01-16 | ||
JPH0721928U (en) * | 1993-09-30 | 1995-04-21 | 研志 中根 | Debris flow flood intrusion prevention device with escape exit and its associated device |
JP3084988U (en) * | 2001-10-02 | 2002-04-05 | 新興建材株式会社 | Flood barrier |
Cited By (11)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
KR200473347Y1 (en) * | 2014-04-16 | 2014-06-27 | 김병우 | Prefabricated apparatus for preventing submersion |
WO2015160175A3 (en) * | 2014-04-16 | 2015-12-03 | 김병우 | Prefabricated flood prevention apparatus |
JP2017075454A (en) * | 2015-10-13 | 2017-04-20 | 株式会社鶴見製作所 | Seat for water fence |
CN106948352A (en) * | 2016-01-06 | 2017-07-14 | 北京翔鲲水务建设有限公司 | Front leg strut shaped steel antiseepage film cofferdam and its construction method |
JP2021501277A (en) * | 2017-10-30 | 2021-01-14 | アクアフェンス・アーエス | Flood barrier ground seal construct |
JP7154305B2 (en) | 2017-10-30 | 2022-10-17 | アクアフェンス・アーエス | Flood barrier ground sealing construct |
US11629549B2 (en) | 2017-10-30 | 2023-04-18 | Aquafence As | Flood barrier ground sealing arrangement |
US11913278B2 (en) | 2017-10-30 | 2024-02-27 | Aquafence As | Flood barrier ground sealing arrangement |
JP7292595B1 (en) | 2022-05-25 | 2023-06-19 | 義行 亀田 | "Self-standing waterproof plate" for flood control |
JP2023174420A (en) * | 2022-05-25 | 2023-12-07 | 義行 亀田 | Self-supporting water stop plate for flood countermeasure |
CN115217071A (en) * | 2022-09-20 | 2022-10-21 | 广东水科院勘测设计院 | Flood control breakwater for hydraulic engineering |
Also Published As
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JP3872452B2 (en) | 2007-01-24 |
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