JPH08199665A - Water cut-off construction for sideditch - Google Patents

Water cut-off construction for sideditch

Info

Publication number
JPH08199665A
JPH08199665A JP2996495A JP2996495A JPH08199665A JP H08199665 A JPH08199665 A JP H08199665A JP 2996495 A JP2996495 A JP 2996495A JP 2996495 A JP2996495 A JP 2996495A JP H08199665 A JPH08199665 A JP H08199665A
Authority
JP
Japan
Prior art keywords
water
gutter
locking groove
groove
stop
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.)
Granted
Application number
JP2996495A
Other languages
Japanese (ja)
Other versions
JP2741353B2 (en
Inventor
Toshio Ito
俊夫 伊藤
Koichi Otsuka
孝一 大塚
Yoshimitsu Iitaka
淑光 飯高
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.)
YABUZUKA KENZAI KOGYO KK
Original Assignee
YABUZUKA KENZAI 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 YABUZUKA KENZAI KOGYO KK filed Critical YABUZUKA KENZAI KOGYO KK
Priority to JP7029964A priority Critical patent/JP2741353B2/en
Priority to CN 96100659 priority patent/CN1070569C/en
Publication of JPH08199665A publication Critical patent/JPH08199665A/en
Application granted granted Critical
Publication of JP2741353B2 publication Critical patent/JP2741353B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

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Abstract

PURPOSE: To simply carry out water cut-off process for a sideditch, and make the construction work short, easy, and efficient. CONSTITUTION: Lock grooves 3 are formed vertically and continuously on one confronted end face 2a of a sideditch main body 1, and water expansion type water cut-off materials 4 are mounted in the lock grooves 3. For forming a flow passage by connecting together a plurality of the sideditch main bodies 1, the sideditch main bodies 1 in which the water expansion type water cut-off materials 4 are mounted in the lock grooves 3 are laid in the direction so that it is contacted with the confronted end face 2b of the adjoining sideditch main body 1, and the water expansion type water cut-off materials 4 are interposed between the sideditch main bodies 1, 1. The water expansion type water cut-off material 4 is expanded by supply of water content due to flowing water and the like in the flow passage, and hence water cut-off at the joint of the adjoining sideditch main bodies 1, 1 of which the confronted end faces are contacted with each other is attained.

Description

【発明の詳細な説明】Detailed Description of the Invention

【0001】[0001]

【産業上の利用分野】本発明は、用水路、排水路等の流
路を形成する部材として使用される側溝の止水構造。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a water stop structure for a gutter used as a member for forming a flow channel such as a water channel or a drain channel.

【0002】[0002]

【従来の技術】現在、門型構造をし、開放底部に現場打
ちコンクリートを打設するのみで、通常のU形側溝、深
型の側溝または勾配自在な側溝として種々の目的に使用
できる合理的な側溝が開発されている。
2. Description of the Prior Art At present, it is rational that it can be used for various purposes as a normal U-shaped gutter, a deep gutter or a sloped gutter by simply pouring cast-in-place concrete on the open bottom. Gutters have been developed.

【0003】従来、この側溝の止水構造としては、例え
ば、図10記載のものが知られている。
Conventionally, for example, the structure shown in FIG. 10 is known as a water stop structure for this side groove.

【0004】上記図10記載のものには、コンクリート
等の底面部材101に据え付けられた門型構造の側溝本
体102の突き合わせ端面103に目地孔104を形成
し、この目地穴104に適当量のモルタル105を投入
して、塩ビパイプ等の突き棒106で投入したモルタル
105を突き固め、突き固めたら突き棒106を抜きモ
ルタル105を投入して、突き棒106により再び突き
固めるという一連の作業を繰り返すようにした側溝の止
水構造が示されている。
In the structure shown in FIG. 10, a joint hole 104 is formed in the abutting end face 103 of the gutter main body 102 of the gate structure installed on the bottom member 101 such as concrete, and an appropriate amount of mortar is formed in the joint hole 104. A series of work is repeated in which 105 is charged, the mortar 105 charged with a thrust rod 106 such as a vinyl chloride pipe is tamped, the mortar 105 is removed after the mortar 105 is tamped, and the mortar 105 is charged again and tamped with the thrust rod 106. The water-stopping structure of the gutter thus constructed is shown.

【0005】[0005]

【発明が解決しようとする課題】しかしながら、上記従
来の技術ように、目地孔104にモルタル105を投入
して突き棒106で突き固めて側溝同士の止水構造を得
るには、モルタル105を手作業で目地孔104に投入
し、投入されたモルタル105を突き棒106で突き固
める必要があるため、時間と手間がかかり、敷設の作業
効率を向上できないという問題があった。
However, as in the above-mentioned conventional technique, in order to obtain the water-stop structure of the side grooves by inserting the mortar 105 into the joint hole 104 and solidifying the mortar 105 with the thrust rod 106, the mortar 105 is manually operated. Since it is necessary to put the mortar 105 into the joint hole 104 by work and solidify the put mortar 105 with the tap rod 106, it takes time and labor, and there is a problem that the work efficiency of laying cannot be improved.

【0006】本発明は、上記のような問題に着目してな
されたもので、側溝の止水処理を簡単に行え、敷設作業
の短縮化、容易化及び効率化を図ることができる側溝の
止水構造を提供することを課題とする。
The present invention has been made by paying attention to the above-mentioned problems, and it is possible to easily perform the water stop treatment of the gutter, and to shorten, facilitate and improve the efficiency of the laying work. The challenge is to provide a water structure.

【0007】[0007]

【課題を解決するための手段】上記課題を解決するため
本発明の側溝の止水構造は、開放底部を有し門型に成形
され、複数が連結されて流路を形成する側溝本体と、該
側溝本体の少なくとも一方の突き合わせ端面に、上下方
向に連続して形成された係止溝と、該係止溝に装着さ
れ、水分が供給されることにより膨張して、突き合わさ
れた他の側溝本体の突き合わせ端面に当接して隣接する
側溝本体同士間の継目を止水する水膨張性止水材と、を
備えたことを特徴とする(請求項1)。
Means for Solving the Problems In order to solve the above problems, a water stop structure for a gutter according to the present invention is formed into a gate shape having an open bottom portion, and a plurality of gutter bodies are connected to form a flow path, An engaging groove continuously formed in the up-down direction on at least one abutting end surface of the gutter main body, and another abutting groove that is attached to the engaging groove and expands when moisture is supplied to the abutment groove. And a water-expandable water-stopping material that abuts against the abutting end surface of the main body to stop the joint between the adjacent gutter main bodies (claim 1).

【0008】また、前記水膨張性止水材が膨張して接す
る前記他の側溝本体の突き合わせ端面に、逃げ溝が形成
することもできる(請求項2)。
Further, an escape groove may be formed on the abutting end surface of the other side groove main body with which the water-expandable water blocking material expands and contacts (claim 2).

【0009】さらに、開放底部を有し門型に成形され、
複数が連結されて流路を形成する側溝本体と、該側溝本
体の一方の突き合わせ端面に、上下方向に連続して形成
された第1係止溝と、前記側溝本体の下方内面に、先端
から後端にかけて連続して形成された第2係止溝と、前
記第1係止溝および第2係止溝に装着され、水分が供給
されることにより膨張して、突き合わされた他の側溝本
体の突き合わせ端面に当接して隣接する側溝本体同士間
の継目を止水するとともに、底面部材の側面に当接して
前記側溝本体と前記底面部材間の継目を止水する水膨張
性止水材とを備えたことを特徴とする(請求項3)。
Further, it has an open bottom and is molded into a gate shape.
A plurality of gutter bodies that are connected to each other to form a flow path, a first locking groove that is continuously formed in one of the abutting end surfaces of the gutter body in the vertical direction, and a lower inner surface of the gutter body from the tip. Another side groove main body which is attached to the second locking groove formed continuously to the rear end and the first locking groove and the second locking groove, expands when water is supplied, and abuts against each other A water-expandable water-stopping material that abuts the butting end surface of the gutter body to stop the seam between adjacent gutter bodies, and abuts the side surface of the bottom surface member to stop the seam between the gutter body and the bottom surface member. Is provided (Claim 3).

【0010】そして、前記第1係止溝と第2係止溝とは
連続して形成されており、これら係止溝には一体の連続
した水膨張性止水材が装着されていることもできる。
(請求項4)。
Further, the first locking groove and the second locking groove are formed continuously, and an integral continuous water-expandable water blocking material may be attached to these locking grooves. it can.
(Claim 4).

【0011】また、前記水膨張性止水材は、非膨張性ゴ
ム材とこれを取り囲む水膨張性材で成形されていること
もできる。(請求項5)。
The water-swellable water blocking material may be formed of a non-swellable rubber material and a water-swellable material surrounding the rubber material. (Claim 5).

【0012】[0012]

【作用】側溝本体の一方の突き合わせ端面には上下方向
に連続して係止溝が形成されており、この係止溝には水
膨張性止水材が装着されているため、水膨張性止水材は
流路を流れる流水等による水分の供給により膨張して、
突き合わされた他の側溝本体の突き合わせ端面に当接し
て隣接する側溝本体同士間の継目を止水するとともに、
側溝本体の自重とそれぞれの突き合せ端面同士の押し合
いにより、側溝本体の固定力が向上する。
[Function] A locking groove is formed continuously in the up-down direction on one of the abutting end surfaces of the side groove body, and the locking groove is provided with a water-expandable water blocking material, so Water material expands due to the supply of water such as running water flowing through the flow path,
While abutting the abutting end face of another butted gutter body to stop the joint between adjacent gutter bodies,
The self-weight of the gutter body and the pressing force of the abutting end faces of each other improves the fixing force of the gutter body.

【0013】また、前記水膨張性止水材が膨張して接す
る前記他の側溝本体の突き合わせ端面に逃げ溝を形成す
ると、水膨張性止水材が膨張して逃げ溝にくい込み、側
溝本体がより強固に固定されることになる(請求項
2)。
Further, when a relief groove is formed on the abutting end face of the other gutter body with which the water-swellable water-stopping material expands and comes into contact, the water-swellable water-stopping material expands to make it difficult for the escape groove to enter. It will be fixed more firmly (claim 2).

【0014】側溝本体の一方の突き合わせ端面には上下
方向に連続して第1係止溝が、側溝本体の下方内面には
先端から後端にかけて連続して第2係止溝が形成されて
おり、これら係止溝には水膨張性止水材が装着されてい
るため、水膨張性止水材は流路を流れる流水等による水
分の供給により膨張して、突き合わされた他の側溝本体
の突き合わせ端面に当接して隣接する側溝本体同士間の
継目を止水するとともに、底面部材の側面にも当接して
側溝本体と底面部材間の継目を止水できるため、止水処
理が格段に簡素化される(請求項3)。
A first engaging groove is formed continuously on one abutting end surface of the gutter body in the vertical direction, and a second engaging groove is formed continuously on the lower inner surface of the gutter body from the front end to the rear end. , Since the water-swellable water blocking material is mounted in these locking grooves, the water-swellable water blocking material expands due to the supply of water by running water flowing through the flow path, etc. The joint between the gutter bodies can be stopped by contacting the butt end face, and the joint between the side groove body and the bottom member can be stopped by contacting the side surface of the bottom member. (Claim 3).

【0015】前記第1係止溝と第2係止溝とを連続して
形成し、これら係止溝に一体の水膨張性止水材を装着す
ると、止水材の取付けがより簡素化される(請求項
4)。
If the first locking groove and the second locking groove are formed continuously and an integral water-expandable water blocking material is attached to these locking grooves, the mounting of the water blocking material is further simplified. (Claim 4).

【0016】前記水膨張性止水材を非膨張性ゴム材とこ
れを取り囲む水膨張性材で成形すると、止水材の膨張に
よってコア部が接合部の中央に寄るため、弾性的コア部
を中心とした両者の強力な接合が可能となる(請求項
5)。
When the water-swellable water-stop material is formed of a non-expandable rubber material and a water-swellable material surrounding the non-expandable rubber material, expansion of the water-stop material causes the core portion to move closer to the center of the joint portion. A strong bond between the two can be achieved (claim 5).

【0017】[0017]

【実施例】以下、本発明の実施例を図面に基づいて説明
する。
Embodiments of the present invention will be described below with reference to the drawings.

【0018】(第1実施例)1はコンクリート製の側溝
本体であって、この側溝本体1は開放底部を有し門型に
成形された、いわゆる自由勾配側溝と称され、複数が連
結して用水路、排水路等の流路を形成するものである。
(First Embodiment) 1 is a concrete gutter main body, and this gutter main body 1 is a so-called free-gradient gutter which is formed in a gate shape and has an open bottom portion. It forms channels such as irrigation channels and drainage channels.

【0019】側溝本体1の一方の左右の突き合わせ端面
2a,2aには、所定幅および深さを有する係止溝3,
3が所定長さ上下方向に連続して形成されている。係止
溝3には、一定間隔ごとに凸部3aが複数設けられてい
る。
On one of the left and right abutting end faces 2a, 2a of the gutter main body 1, there are locking grooves 3, 3 having a predetermined width and depth.
3 is continuously formed in a predetermined length in the vertical direction. The locking groove 3 is provided with a plurality of convex portions 3a at regular intervals.

【0020】4は水膨張性止水材であって、この水膨張
性止水材4の断面は、図2に示すように、弾性ゴム(非
膨張性ゴム材)4aとこれを取り囲む水膨張性材4bと
で構成されている。水膨張性材4bは、例えば高吸水性
樹脂と合成ゴムとが混合成形加硫されてなる材料で作ら
れていて、その合成ゴムには、常温で5〜10%の結晶
領域(あるいはガラス状領域)を含有する1,3ージェ
ン系ゴムが用いられている。
Reference numeral 4 denotes a water-swellable water-stop material. The cross-section of the water-swellable water-stop material 4 is, as shown in FIG. 2, an elastic rubber (non-inflatable rubber material) 4a and water expansion material surrounding it. It is composed of a material 4b. The water-swellable material 4b is made of, for example, a material obtained by mixing and vulcanizing a highly water-absorbent resin and a synthetic rubber, and the synthetic rubber contains 5 to 10% of a crystal region (or a glass-like material) at room temperature. Region) is used.

【0021】水膨張性止水材4の形状は、断面円形を成
しており、この止水材4が係止溝3に装着される際に
は、係止溝3の複数の凸部3aに圧縮された状態で係止
保持されて、係止溝3内に収納される(図3および図4
参照)ようになっている。このように、係止溝3に凸部
3aを上下方向に複数設けることにより、接着剤を使用
せずとも水膨張性止水材4を係止保持することができ
る。なお、5は開放穴である。
The water-swellable water blocking material 4 has a circular cross section, and when the water blocking material 4 is mounted in the locking groove 3, a plurality of convex portions 3a of the locking groove 3 are provided. It is locked and retained in the compressed state, and is housed in the locking groove 3 (see FIGS. 3 and 4).
(See). In this way, by providing a plurality of convex portions 3a in the locking groove 3 in the vertical direction, it is possible to lock and hold the water-swellable water blocking material 4 without using an adhesive. In addition, 5 is an open hole.

【0022】このように構成された側溝本体1にあっ
て、側溝本体1を複数連結して流路を形成するには、ま
ず、砂利6の上にベースコンクリート7を敷き、このベ
ースコンクリート7の両側部に沿って、前記係止溝3に
水膨張性止水材4の装着された側溝本体1を、それぞれ
隣接する側溝本体1の突き合わせ端面2bが接するよう
に敷設し、側溝本体1,1間に前記水膨張性止水材4を
介在させる(図5参照)。
In the gutter main body 1 thus constructed, in order to connect a plurality of gutter main bodies 1 to form a flow path, first, the base concrete 7 is laid on the gravel 6 and the base concrete 7 The gutter main bodies 1 in which the water-swellable water blocking material 4 is mounted in the locking grooves 3 are laid along both sides so that the abutting end faces 2b of the adjacent gutter main bodies 1 are in contact with each other. The water-swellable water blocking material 4 is interposed therebetween (see FIG. 5).

【0023】その後、作業員が開放穴5から入り、ベー
スコンクリート7上にインバートコンクリート(モルタ
ル)8を勾配を設けるように塗り込み、インバートコン
クリート8と側溝本体1内面との間の止水処理を行う
(図5および図6参照)。
After that, a worker enters through the open hole 5 and invert concrete (mortar) 8 is applied on the base concrete 7 so as to provide a gradient, and the waterproof treatment between the invert concrete 8 and the inner surface of the gutter main body 1 is performed. (See FIGS. 5 and 6).

【0024】これにより、水膨張性止水材4は流路を流
れる流水等による水分の供給により膨張して、突き合わ
された他の側溝本体1の突き合わせ端面2bに接し、隣
接する側溝本体1,1同士間の継目を止水する。
As a result, the water-expandable water blocking material 4 expands due to the supply of water such as flowing water flowing through the flow path, contacts the abutting end surface 2b of the other abutted gutter body 1, and the adjacent gutter body 1, Stop the water between the seams.

【0025】このように本実施例の側溝の止水構造によ
れば、従来の如く、目地孔にモルタルを投入して突き棒
で突き固めて側溝の止水構造を得るのに比べて、側溝の
止水処理を簡単に行え、敷設作業の短縮化、容易化及び
効率化を図ることができる。
As described above, according to the water stop structure of the gutter of the present embodiment, as compared with the conventional case where the mortar is put into the joint hole and the stick is solidified with the stick, the water stop structure of the gutter is obtained. The water stopping process can be easily performed, and the laying work can be shortened, facilitated, and made more efficient.

【0026】また、本実施例では、水膨張性止水材4は
弾性ゴム(非膨張性ゴム材)4aと水膨張性材4bとで
構成されているため、弾性ゴム4aのコア部を中心とし
た水膨張性材4bの膨張により、コア部が接合部中央部
に寄せられるため、強力な突き合せ端面の接合が可能と
なる。
Further, in this embodiment, the water-swellable waterproof material 4 is composed of the elastic rubber (non-expandable rubber material) 4a and the water-swellable material 4b. By the expansion of the water-swellable material 4b described above, the core portion is brought close to the central portion of the joint portion, so that it is possible to strongly join the butt end faces.

【0027】(第2実施例)本実施例では、図7に示す
ように、係止溝13に装着された水膨張性止水材14が
膨張(破線部)して接する他の側溝本体11の突き合わ
せ端面12bには逃げ溝15が形成されている点で、第
1実施例と異なり、その他の構成は第1実施例と同一で
ある。なお、12aは側溝本体11の一方の突き合わせ
端面、13aは係止溝13に形成された水膨張性止水材
14を係止保持する凸部、14aは水膨張性止水材14
の弾性ゴム(非膨張性ゴム材)、14bは水膨張性材で
ある。
(Second Embodiment) In the present embodiment, as shown in FIG. 7, another side groove main body 11 with which the water-expandable water-stopping material 14 mounted in the locking groove 13 expands (broken line portion) and contacts. Different from the first embodiment in that an escape groove 15 is formed in the abutting end face 12b, the other structure is the same as that of the first embodiment. In addition, 12a is one of the abutting end faces of the side groove body 11, 13a is a convex portion formed on the locking groove 13 for locking and holding the water-expandable water blocking material 14, and 14a is the water-expandable water blocking material 14.
The elastic rubber (non-expandable rubber material), and 14b are water-expandable materials.

【0028】したがって、本実施例によれば、側溝本体
1,1同士間の継目の止水処理に際し、水膨張性止水材
14が膨張しても側溝本体1同士のずれが発生しにくい
とともに、水膨張性止水材14が両溝にくい込むため、
側溝本体11が強固に固定されることになる。
Therefore, according to the present embodiment, in the waterproof treatment of the joint between the gutter main bodies 1 and 1, even if the water-expandable waterproof material 14 expands, the gutter main bodies 1 are not easily displaced from each other. , Because the water-expandable water-stopping material 14 fits into both grooves,
The gutter body 11 is firmly fixed.

【0029】(第3実施例)21はコンクリート製の側
溝本体であって、第1実施例のものと同様、自由勾配側
溝と称されるものである。
(Third Embodiment) 21 is a concrete gutter body, which is called a free-gradient gutter as in the first embodiment.

【0030】側溝本体21の一方の左右の突き合わせ端
面22a,22aには、所定厚さおよび深さを有する第
1係止溝23,23が所定長さ上下方向に連続して形成
されている。第1係止溝23には、一定間隔ごとに凸部
23aが複数設けられている。
First engaging grooves 23, 23 having a predetermined thickness and a predetermined depth are continuously formed in the vertical direction on the left and right abutting end faces 22a, 22a of the side groove main body 21. The first locking groove 23 is provided with a plurality of convex portions 23a at regular intervals.

【0031】側溝本体21の左右の下方内面22c,2
2cには、所定幅および深さを有する第2係止溝24、
24が先端から後端にかけて連続して形成されている
(なお、図8では一方の下方内面22c、係止溝24の
みを示している。)。また、第2係止溝24には、第1
係止溝23同様に、一定間隔ごとに凸部24aが複数設
けられている。本実施例では、第1係止溝23と第2係
止溝24は連続して形成されている。
Left and right lower inner surfaces 22c, 2 of the gutter body 21
2c includes a second locking groove 24 having a predetermined width and depth,
24 is formed continuously from the front end to the rear end (only one lower inner surface 22c and the locking groove 24 are shown in FIG. 8). In addition, in the second locking groove 24, the first
Similar to the locking groove 23, a plurality of convex portions 24a are provided at regular intervals. In this embodiment, the first locking groove 23 and the second locking groove 24 are formed continuously.

【0032】25は水膨張性止水材であって、第1実施
例のものと同様な構成を有している。水膨張性止水材2
5は、第1係止溝23および第2係止溝24に同時に装
着できるような長さ、幅、奥行きを有する一体のもので
あって、この止水材25がこれら係止溝23,24に装
着される際には、止水材25は係止溝23,24の凸部
23a,24aに圧縮された状態で係止保持される。な
お、26は開放穴である。
Reference numeral 25 is a water-swellable water blocking material having the same construction as that of the first embodiment. Water-expandable water blocking material 2
5 is an integral unit having a length, width, and depth that can be simultaneously installed in the first locking groove 23 and the second locking groove 24. When it is mounted on, the waterproofing material 25 is retained by being locked by the convex portions 23a, 24a of the locking grooves 23, 24 in a compressed state. In addition, 26 is an open hole.

【0033】このように構成された側溝本体21にあっ
て、側溝本体21を複数連結して流路を形成するには、
まず、砂利27の上にベースコンクリート28を敷き、
このベースコンクリート28上にプレート29を配し、
プレート29同士の継目に止水処理を施す。この上に第
1係止溝23および第2係止溝24に水膨張性止水材2
5の装着された側溝本体21を、それぞれ隣接する側溝
本体21の突き合わせ端面22bが接するように敷設
し、側溝本体21,21間に前記水膨張性止水材25を
介在させるとともに、プレート29の両側面にも水膨張
性止水材25が位置するように配置する。
In the gutter body 21 having the above-mentioned structure, a plurality of gutter bodies 21 are connected to each other to form a flow path.
First, spread the base concrete 28 on the gravel 27,
Place a plate 29 on this base concrete 28,
Water stop treatment is applied to the joint between the plates 29. The water-expandable water blocking material 2 is formed on the first locking groove 23 and the second locking groove 24.
5 is installed so that the abutting end surfaces 22b of the adjacent gutter main bodies 21 are in contact with each other, and the water-swellable water blocking material 25 is interposed between the gutter main bodies 21 and 21, and the plate 29 of the plate 29 is provided. The water swellable water blocking material 25 is also arranged on both side surfaces.

【0034】水膨張性止水材25は流路を流れる流水等
による水分の供給により膨張して、突き合わされた他の
側溝本体21の突き合わせ端面22bに接して隣接する
側溝本体21,21同士間の継目を止水するとともに、
プレート29の側面に接して側溝本体21とプレート2
9間の継目を止水する。
The water-swellable water-stopping material 25 expands due to the supply of water such as flowing water flowing through the flow path, and is in contact with the abutting end face 22b of the other abutting gutter main body 21 between the adjacent gutter main bodies 21, 21. While stopping the seam of
The side groove body 21 and the plate 2 are in contact with the side surface of the plate 29.
Stop the seams between 9th.

【0035】本実施例の側溝の止水構造によれば、第1
実施例と同様、側溝の止水処理を簡単に行え、敷設作業
の短縮化、容易化及び効率化を図ることができる。
According to the water blocking structure of the gutter of this embodiment, the first
As in the case of the embodiment, the waterproof treatment of the gutter can be easily performed, and the laying work can be shortened, facilitated, and made more efficient.

【0036】また本実施例では、第1係止溝23と第2
係止溝24とを連続して形成し、これら係止溝23,2
4に一体の水膨張性止水材25を装着したため、側溝本
体21とプレート29の継目のシールが不要となり、止
水処理がより簡単なものとなる。
Further, in this embodiment, the first locking groove 23 and the second locking groove 23
The locking groove 24 and the locking groove 23, 2 are formed continuously.
Since the water-expandable water-blocking material 25 is attached to the unit 4 as described above, it is not necessary to seal the joint between the gutter main body 21 and the plate 29, and the water-stopping process becomes easier.

【0037】以上、実施例を図面により説明してきた
が、具体的な構成は実施例に限られるものではなく、本
発明の要旨を逸脱しない範囲における変更や追加等があ
っても本発明に含まれる。
Although the embodiments have been described above with reference to the drawings, the specific configuration is not limited to the embodiments, and modifications and additions within the scope of the present invention are included in the present invention. Be done.

【0038】例えば、第3実施例では、第1係止溝と第
2係止溝を連続して形成して、これら係止溝に装着され
る水膨張性止水材を一体形成したものを用いたが、第1
係止溝と第2係止溝を別体に形成して、各係止溝にそれ
ぞれ水膨張性止水材を装着するようにしても良い。
For example, in the third embodiment, the first locking groove and the second locking groove are continuously formed, and the water-expandable water blocking material fitted into these locking grooves is integrally formed. Used, first
The locking groove and the second locking groove may be formed separately, and the water-expandable water blocking material may be attached to each locking groove.

【0039】[0039]

【発明の効果】以上説明してきたように本発明にあって
は、次に記載する効果が得られる。
As described above, according to the present invention, the following effects can be obtained.

【0040】(a)側溝本体の一方の突き合わせ端面に
は上下方向に連続して係止溝が形成されており、この係
止溝には水膨張性止水材が装着されているため、水膨張
性止水材は流路を流れる流水等による水分の供給により
膨張して、突き合わされた他の側溝本体の突き合わせ端
面に当接して隣接する側溝本体同士間の継目を止水する
とともに、側溝本体の自重とそれぞれの突き合せ端面同
士の押し合いにより、側溝本体の固定力が向上する。
(A) A locking groove is formed continuously in the up-down direction on one of the abutting end surfaces of the side groove main body, and a water-expandable water-stopping material is attached to this locking groove. The expansive water-stopping material expands due to the supply of water such as running water flowing through the flow path, and abuts the abutting end face of another butted gutter body to stop the seam between the adjoining gutter bodies. The self-weight of the main body and the pressing force of the abutting end faces of each other improve the fixing force of the gutter main body.

【0041】(b)また、前記水膨張性止水材が膨張し
て接する前記他の側溝本体の突き合わせ端面に逃げ溝を
形成すると、水膨張性止水材が膨張して逃げ溝にくい込
み、側溝本体がより強固に固定されることになる(請求
項2)。
(B) Further, when a relief groove is formed on the abutting end face of the other side groove body with which the water-swellable water-stopping material expands and contacts, the water-swellable water-stopping material expands and the escape groove is difficult to enter. The gutter body is more firmly fixed (claim 2).

【0042】(c)側溝本体の一方の突き合わせ端面に
は上下方向に連続して第1係止溝が、側溝本体の下方内
面には先端から後端にかけて連続して第2係止溝が形成
されており、これら係止溝には水膨張性止水材が装着さ
れているため、水膨張性止水材は流路を流れる流水等に
よる水分の供給により膨張して、突き合わされた他の側
溝本体の突き合わせ端面に当接して隣接する側溝本体同
士間の継目を止水するとともに、底面部材の側面にも当
接して側溝本体と底面部材間の継目を止水できるため、
止水処理が格段に簡素化される(請求項3)。
(C) A first engaging groove is formed continuously in the vertical direction on one of the abutting end surfaces of the gutter body, and a second engaging groove is formed continuously on the lower inner surface of the gutter body from the front end to the rear end. Since the water-swellable water-stopping material is mounted in these locking grooves, the water-swellable water-stopping material expands due to the supply of water such as running water flowing through the flow path, so that the other water Since it can stop the joint between the adjacent groove main bodies by contacting the abutting end face of the side groove main body, and can also stop the joint between the side groove main body and the bottom surface member by contacting the side surface of the bottom member.
The still water treatment is remarkably simplified (Claim 3).

【0043】(d)前記第1係止溝と第2係止溝とを連
続して形成し、これら係止溝に一体の水膨張性止水材を
装着すると、止水材の取付けがより簡素化される(請求
項4)。
(D) When the first locking groove and the second locking groove are formed continuously and the water-expandable water blocking material integral with these locking grooves is mounted, the water blocking material can be attached more easily. It is simplified (claim 4).

【0044】(e)前記水膨張性止水材を非膨張性ゴム
材とこれを取り囲む水膨張性材で成形すると、止水材の
膨張によってコア部が接合部の中央に寄るため、弾性的
コア部を中心とした両者の強力な接合が可能となる(請
求項5)。
(E) When the water-swellable water-stop material is formed of a non-expandable rubber material and a water-swellable material surrounding the rubber material, the core portion is located near the center of the joint due to the expansion of the water-stop material, so that the elastic material is elastic. It becomes possible to strongly bond the two around the core part (claim 5).

【0045】[0045]

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

【図1】本発明第1実施例の斜視図である。FIG. 1 is a perspective view of a first embodiment of the present invention.

【図2】図1のAーA断面図である。FIG. 2 is a sectional view taken along line AA of FIG.

【図3】図1のB−B断面図である。FIG. 3 is a sectional view taken along line BB of FIG. 1;

【図4】図1のC−C断面図である。FIG. 4 is a sectional view taken along line CC of FIG.

【図5】本発明第1実施例の施工状態を示す図である。FIG. 5 is a view showing a construction state of the first embodiment of the present invention.

【図6】図5のD−D断面図である。6 is a cross-sectional view taken along the line DD of FIG.

【図7】本発明第2実施例の逃げ溝を示す要部断面図で
ある。
FIG. 7 is a cross-sectional view of essential parts showing a clearance groove according to a second embodiment of the present invention.

【図8】本発明第3実施例の斜視図である。FIG. 8 is a perspective view of a third embodiment of the present invention.

【図9】本発明第3実施例の施工状態を示す図である。FIG. 9 is a view showing a construction state of the third embodiment of the present invention.

【符号の説明】[Explanation of symbols]

1,11,21 側溝本体 2a,2b 突き合わせ端面 3,13 係止溝 4,14,25 水膨張性止水材 4a,14a 弾性ゴム 4b,14b 水膨張性材 5,26 開放穴 6,27 砂利 7,28 ベースコンクリート 8 インバートコンクリート 12a,12b 突き合わせ端面 22a,22b 突き合わせ端面 22c 側溝本体内面 23 第1係止溝 23a 凸部 24 第2係止溝 24a 凸部 29 プレート(底面部材) 1,11,21 Gutter main body 2a, 2b Butt end surface 3,13 Locking groove 4,14,25 Water-expandable water stop material 4a, 14a Elastic rubber 4b, 14b Water-expandable material 5,26 Open hole 6,27 Gravel 7,28 Base concrete 8 Invert concrete 12a, 12b Butt end surface 22a, 22b Butt end surface 22c Side groove main body inner surface 23 First locking groove 23a Convex portion 24 Second engaging groove 24a Convex portion 29 Plate (bottom member)

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

【手続補正書】[Procedure amendment]

【提出日】平成7年5月15日[Submission date] May 15, 1995

【手続補正1】[Procedure Amendment 1]

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

【補正対象項目名】図10[Name of item to be corrected] Fig. 10

【補正方法】追加[Correction method] Added

【補正内容】[Correction content]

【図10】 従来の側溝の止水構造を表わす図である。FIG. 10 is a view showing a conventional water stop structure for a gutter.

Claims (5)

【特許請求の範囲】[Claims] 【請求項1】 開放底部を有し門型に成形され、複数が
連結されて流路を形成する側溝本体と、 該側溝本体の少なくとも一方の突き合わせ端面に、上下
方向に連続して形成された係止溝と、 該係止溝に装着され、水分が供給されることにより膨張
して、突き合わされた他の側溝本体の突き合わせ端面に
当接して隣接する側溝本体同士間の継目を止水する水膨
張性止水材と、を備えたことを特徴とする側溝の止水構
造。
1. A gutter body having an open bottom and formed in a gate shape, a plurality of which are connected to each other to form a flow path, and at least one abutting end surface of the gutter body, which is formed continuously in the vertical direction. A locking groove and a groove that is attached to the locking groove and expands when water is supplied to contact the abutting end surface of another butted gutter body to stop the joint between adjacent gutter bodies. A water-stopping structure for a gutter, comprising: a water-expandable water-stopping material.
【請求項2】 前記水膨張性止水材が膨張して接する前
記他の側溝本体の突き合わせ端面に、逃げ溝が形成され
ている請求項1に記載の側溝の止水構造。
2. The water stop structure for a gutter according to claim 1, wherein an escape groove is formed on a butt end surface of the other gutter body with which the water-expandable water stop material expands and contacts.
【請求項3】 開放底部を有し門型に成形され、複数が
連結されて流路を形成する側溝本体と、 該側溝本体の一方の突き合わせ端面に、上下方向に連続
して形成された第1係止溝と、 前記側溝本体の下方内面に、先端から後端にかけて連続
して形成された第2係止溝と、 前記第1係止溝および第2係止溝に装着され、水分が供
給されることにより膨張して、突き合わされた他の側溝
本体の突き合わせ端面に当接して隣接する側溝本体同士
間の継目を止水するとともに、底面部材の側面に当接し
て前記側溝本体と前記底面部材間の継目を止水する水膨
張性止水材とを備えたことを特徴とする側溝の止水構
造。
3. A gutter body which has an open bottom and is formed in a gate shape, and a plurality of gutter bodies are connected to each other to form a flow path, and one of the abutting end faces of the gutter body is formed continuously in the up-down direction. 1 locking groove, a second locking groove formed continuously on the lower inner surface of the gutter body from the front end to the rear end, and mounted on the first locking groove and the second locking groove to prevent moisture. When expanded by being supplied, it abuts the abutting end surface of the other abutted gutter body to stop the joint between adjacent gutter bodies, and abuts the side surface of the bottom member to form the gutter body and the gutter body. A water-stopping structure for a gutter, comprising a water-expandable water-stopping material that stops a joint between bottom members.
【請求項4】 前記第1係止溝と第2係止溝とは連続し
て形成されており、これら係止溝には一体の連続した水
膨張性止水材が装着されている請求項3記載の側溝の止
水構造。
4. The first locking groove and the second locking groove are formed continuously, and an integral continuous water-expandable water blocking material is attached to these locking grooves. 3. The water stop structure of the gutter described in 3.
【請求項5】 前記水膨張性止水材は、非膨張性ゴム材
とこれを取り囲む水膨張性材で成形されている請求項1
〜4のいずれかに記載の側溝の止水構造。
5. The water-swellable water-stop material is formed of a non-swellable rubber material and a water-swellable material that surrounds the rubber material.
The water stop structure of the gutter according to any one of to 4.
JP7029964A 1995-01-26 1995-01-26 Water stop structure of gutter Expired - Fee Related JP2741353B2 (en)

Priority Applications (2)

Application Number Priority Date Filing Date Title
JP7029964A JP2741353B2 (en) 1995-01-26 1995-01-26 Water stop structure of gutter
CN 96100659 CN1070569C (en) 1995-01-26 1996-01-18 Water cut-off construction of side ditch

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP7029964A JP2741353B2 (en) 1995-01-26 1995-01-26 Water stop structure of gutter

Publications (2)

Publication Number Publication Date
JPH08199665A true JPH08199665A (en) 1996-08-06
JP2741353B2 JP2741353B2 (en) 1998-04-15

Family

ID=12290663

Family Applications (1)

Application Number Title Priority Date Filing Date
JP7029964A Expired - Fee Related JP2741353B2 (en) 1995-01-26 1995-01-26 Water stop structure of gutter

Country Status (2)

Country Link
JP (1) JP2741353B2 (en)
CN (1) CN1070569C (en)

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2007169894A (en) * 2005-12-19 2007-07-05 Sanritsu Giken Kk Connecting structure of side ditch
CN102182332A (en) * 2011-04-01 2011-09-14 铁道第三勘察设计院集团有限公司 Seam type intercepting drain system on ground in front of garage door with track
JP2011208496A (en) * 2011-07-25 2011-10-20 Sanritsu:Kk Connection structure of gutter
JP2014145234A (en) * 2013-01-30 2014-08-14 C I Kasei Co Ltd Joint filler and joint structure

Families Citing this family (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN103711105A (en) * 2012-10-09 2014-04-09 中国石油化工股份有限公司 Blocking box used for connection in contacting manner and method for connecting ditch in contacting manner
CN107905808B (en) * 2017-12-27 2024-01-23 中铁二院工程集团有限责任公司 Arch lining system of basement inverted groove type longitudinal beam bearing tunnel-free bottom structure

Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS6244998U (en) * 1985-08-30 1987-03-18
JPS62148688U (en) * 1986-03-07 1987-09-19
JP3119087U (en) * 2005-11-17 2006-02-16 有限会社九州Sohoプロジェクト Aquarium purification equipment

Patent Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS6244998U (en) * 1985-08-30 1987-03-18
JPS62148688U (en) * 1986-03-07 1987-09-19
JP3119087U (en) * 2005-11-17 2006-02-16 有限会社九州Sohoプロジェクト Aquarium purification equipment

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2007169894A (en) * 2005-12-19 2007-07-05 Sanritsu Giken Kk Connecting structure of side ditch
CN102182332A (en) * 2011-04-01 2011-09-14 铁道第三勘察设计院集团有限公司 Seam type intercepting drain system on ground in front of garage door with track
JP2011208496A (en) * 2011-07-25 2011-10-20 Sanritsu:Kk Connection structure of gutter
JP2014145234A (en) * 2013-01-30 2014-08-14 C I Kasei Co Ltd Joint filler and joint structure

Also Published As

Publication number Publication date
JP2741353B2 (en) 1998-04-15
CN1134495A (en) 1996-10-30
CN1070569C (en) 2001-09-05

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