JPH07286358A - Drainage canal structure - Google Patents

Drainage canal structure

Info

Publication number
JPH07286358A
JPH07286358A JP6080105A JP8010594A JPH07286358A JP H07286358 A JPH07286358 A JP H07286358A JP 6080105 A JP6080105 A JP 6080105A JP 8010594 A JP8010594 A JP 8010594A JP H07286358 A JPH07286358 A JP H07286358A
Authority
JP
Japan
Prior art keywords
block
adjusting member
height adjusting
standing wall
shoulder
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
JP6080105A
Other languages
Japanese (ja)
Other versions
JP2548086B2 (en
Inventor
Yosaburo Osawa
洋三郎 大沢
Susumu Shimizu
進 清水
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.)
Chichibu Concrete Industry Co Ltd
Original Assignee
Chichibu Concrete Industry Co Ltd
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 Chichibu Concrete Industry Co Ltd filed Critical Chichibu Concrete Industry Co Ltd
Priority to JP6080105A priority Critical patent/JP2548086B2/en
Publication of JPH07286358A publication Critical patent/JPH07286358A/en
Application granted granted Critical
Publication of JP2548086B2 publication Critical patent/JP2548086B2/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

Links

Classifications

    • EFIXED CONSTRUCTIONS
    • E03WATER SUPPLY; SEWERAGE
    • E03FSEWERS; CESSPOOLS
    • E03F5/00Sewerage structures
    • E03F5/04Gullies inlets, road sinks, floor drains with or without odour seals or sediment traps
    • E03F2005/0412Gullies inlets, road sinks, floor drains with or without odour seals or sediment traps with means for adjusting their position with respect to the surrounding surface
    • E03F2005/0413Gullies inlets, road sinks, floor drains with or without odour seals or sediment traps with means for adjusting their position with respect to the surrounding surface for height adjustment
    • YGENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
    • Y02TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
    • Y02ATECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE
    • Y02A30/00Adapting or protecting infrastructure or their operation
    • Y02A30/60Planning or developing urban green infrastructure

Landscapes

  • Sewage (AREA)

Abstract

PURPOSE:To simplify operation by a method wherein a sidewall with a shoulder section is mounted on a U-shaped block in a height adjustable manner while the block is disposed in a drainage ditch under the state in which the sidewall is fixed temporarily onto the block and the periphery of the block is filled with mortar, etc., and the block is fastened. CONSTITUTION:A block 1, in which upstanding wall sections 2a, 3a with shoulder sections 2b, 3b and upstanding sections 2c, 3c are installed onto the sidewalls 1a, 1b of the approximately U-shaped sectional block in a height adjustable mannefi, is set up into a drainage ditch mounted to the floor of a food factory, a kitchen, etc. When the block l is installed, the height of the wall sections 2a, 3a of the block l is adjusted according to the depth of the drainage ditch, and the block l is disposed into the ditch under the Even when large force works to the block l, the block l is borne by the shoulder sections 2a, 3b, and a temporarily fixed section is not subject to the effect. Accordingly, a drainage canal can be carried out efficiently.

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、例えば食品工場や厨房
などの床に設けられる排水路構造に関するものである。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a drainage structure provided on the floor of, for example, a food factory or a kitchen.

【0002】[0002]

【発明の背景】従来より、各種のタイプの排水路が提案
されている。ところで、排水路は、その底面が水平であ
ると水の流れが良くないことから、傾斜の付いているこ
とが好ましい。しかしながら、排水路が設けられる地面
が傾斜している場合には問題が比較的少ないものの、地
面が水平な場合には傾斜が付いているように設けること
は困難である。
BACKGROUND OF THE INVENTION Various types of drainage channels have been proposed in the past. By the way, it is preferable that the drainage channel is inclined because the flow of water is not good when the bottom surface is horizontal. However, although there are relatively few problems when the ground on which the drainage channel is provided is inclined, it is difficult to provide it so that it is inclined when the ground is horizontal.

【0003】このようなことから、U字溝ブロックを順
次並べて水路を形成する水路施工において、U字溝ブロ
ックを順次並べて底面が一方向に所定勾配に傾斜した水
路を形成し、このU字溝ブロックの左右側壁の上部間
に、左右両側に嵌入溝付脚部を垂下した天上蓋を嵌入溝
内にU字溝ブロックの左右側壁上部を嵌入せしめて載置
し、天上蓋の四隅寄りの脚部にナット筒を埋設し、この
ナット筒に下端がU字溝ブロックの左右側壁の頂面に係
止する調節ボルトを螺着し、この螺着ボルトの螺入度を
調節して天上蓋の高さと傾斜を施工基準面に合わせ、天
上蓋にモルタル詰入部を設け、このモルタル詰入部より
嵌入溝内に形成された空隙内にコンクリートを詰入する
ことを特徴とする水路の施工法が提案(特開平4−11
134号公報)されている。
Therefore, in the construction of a water channel in which U-shaped groove blocks are sequentially arranged to form a water channel, the U-shaped groove blocks are sequentially arranged to form a water channel whose bottom surface is inclined at a predetermined gradient in one direction. Between the upper parts of the left and right side walls of the block, insert the top lid with hanging groove legs on both left and right sides into the fitting groove by inserting the upper parts of the left and right side walls of the U-shaped groove, and place them on the four corners of the top lid. A nut cylinder is embedded in the portion, and an adjusting bolt whose lower end is locked to the top surfaces of the left and right side walls of the U-shaped groove block is screwed to the nut cylinder. The screwing degree of the screw bolt is adjusted to adjust the top cover of the roof. Proposing a method for constructing a waterway characterized by matching the height and inclination to the construction reference plane, providing a mortar filling part on the top lid, and filling concrete into the void formed in the fitting groove from this mortar filling part (JP-A-4-11
No. 134).

【0004】しかしながら、この提案のものでは、天上
蓋から突出しているボルトを後で切り取る作業が必要で
あり、かつ、モルタル詰入部より嵌入溝内に形成された
空隙内にコンクリートを詰入しなければならず、その作
業性が悪く、実際の施工には用いられるものではない。
特に、排水路の施工は、精密機械工業のような緻密な作
業が行われるものではないから、緻密な作業性を要求さ
れる上記提案のものでは現実性がない。
However, according to this proposal, it is necessary to later cut off the bolt protruding from the top cover, and concrete must be packed in the void formed in the fitting groove from the mortar packing part. However, the workability is poor and it is not used in actual construction.
In particular, since the construction of the drainage channel does not require precise work as in the precision machinery industry, the above proposal that requires precise workability is not practical.

【0005】[0005]

【発明の開示】本発明の目的は、作業能率よく施工で
き、しかも排水性に優れた排水路を提供することであ
る。この本発明の目的は、底面部が傾斜するよう配置し
た断面略U字状のブロックと、このブロックの一方の立
設壁の内側に取り付けられる起立壁部、この起立壁部か
ら外側に延びる肩部、及びこの肩部の端部から立ち上が
る立上部を一体的に有する第1の高さ調整部材と、前記
ブロックの他方の立設壁の内側に取り付けられる起立壁
部、この起立壁部から外側に延びる肩部、及びこの肩部
の端部から立ち上がる立上部を一体的に有する第2の高
さ調整部材と、前記ブロックの立設壁の内側に配置され
た第1の高さ調整部材及び第2の高さ調整部材の肩部が
平行になるよう前記起立壁部をブロックの立設壁に対し
て高さ調整してその側方から仮止めする仮止機構と、こ
の仮止機構によって仮止めされた前記第1の高さ調整部
材及び第2の高さ調整部材の肩部の下方側がセメント系
材料にて充填・固化されてなることを特徴とする排水路
構造によって達成される。
DISCLOSURE OF THE INVENTION It is an object of the present invention to provide a drainage channel which can be constructed with good work efficiency and is excellent in drainage. An object of the present invention is to provide a block having a substantially U-shaped cross-section arranged so that the bottom surface is inclined, a standing wall portion attached to the inside of one standing wall of the block, and a shoulder extending outward from the standing wall portion. Part, and a first height adjusting member integrally having a rising portion rising from an end portion of the shoulder portion, a standing wall portion attached to the inside of the other standing wall of the block, and an outside of the standing wall portion. A second height adjusting member integrally having a shoulder portion extending to the upper end and a rising portion rising from the end portion of the shoulder portion, a first height adjusting member arranged inside the standing wall of the block, and A temporary fixing mechanism that adjusts the height of the standing wall portion with respect to the standing wall of the block so that the shoulders of the second height adjusting member are parallel to each other, and temporarily fixes from the side thereof, and the temporary fixing mechanism. The first and second height adjustment members that are temporarily fixed Lower side of the shoulder of the timber is achieved by the drainage structure characterized by comprising filled and solidified in cementitious materials.

【0006】すなわち、上記のように構成させると、第
1の高さ調整部材及び第2の高さ調整部材の肩部が平行
になるよう断面略U字状のブロックに仮止めした後で
は、仮止機構はそのままで良く、作業性を阻害するもの
がない。そして、仮止めされた第1の高さ調整部材及び
第2の高さ調整部材の肩部の下方側がセメント系材料に
て充填・固化された後では、第1の高さ調整部材や第2
の高さ調整部材に大きな力が作用しても、何等の問題も
起きない。
That is, with the above construction, after the first height adjusting member and the second height adjusting member are temporarily fixed to the block having a substantially U-shaped cross section so that the shoulders of the first height adjusting member and the second height adjusting member are parallel to each other, The temporary fixing mechanism can be used as it is without any obstacle to workability. Then, after the temporarily lower sides of the shoulders of the first height adjusting member and the second height adjusting member are filled and solidified with the cement-based material, the first height adjusting member and the second height adjusting member
Even if a large force acts on the height adjusting member, no problem occurs.

【0007】かつ、セメント系材料の充填・固化には注
意深い作業を要求されるものでもなく、つまり排水路の
外側にセメント系材料を流し込むのみで済み、極めて簡
単に施工できる。更に、第1の高さ調整部材や第2の高
さ調整部材の起立壁部が断面略U字状のブロックの立設
壁の内側に取り付けられているから、塵などが接合部に
嵌まり込むことがなく、衛生的である。
Further, careful work is not required to fill and solidify the cement-based material, that is, the cement-based material is simply poured into the outside of the drainage channel, and the construction is extremely easy. Furthermore, since the upright wall portions of the first height adjusting member and the second height adjusting member are attached to the inside of the upright wall of the block having a substantially U-shaped cross section, dust or the like fits into the joint portion. It is hygienic and does not get crowded.

【0008】尚、この本発明の排水路構造における断面
略U字状のブロック、第1の高さ調整部材及び第2の高
さ調整部材は樹脂あるいは金属製であることが好まし
い。すなわち、断面略U字状のブロック、第1の高さ調
整部材や第2の高さ調整部材は、順次並べて施工される
ものであるから、その一つ一つの長さを比較的短くでき
るものの、短すぎると作業性が劣る。従って、長さとし
ては数m程度のものとなる。ところで、これら断面略U
字状のブロック、第1の高さ調整部材及び第2の高さ調
整部材をコンクリート製のものとすると、重さが著しい
ものとなり、作業性が低下する。そこで、軽量化を目的
として、塩化ビニル系樹脂、ポリエステル系の樹脂、ポ
リアミド系の樹脂、FRPなどの樹脂やステンレス等の
金属で構成することが好ましいのである。
The block having a substantially U-shaped cross section, the first height adjusting member and the second height adjusting member in the drainage channel structure of the present invention are preferably made of resin or metal. That is, since the block having a substantially U-shaped cross section, the first height adjusting member, and the second height adjusting member are sequentially arranged, the length of each of them can be made relatively short. If it is too short, the workability will be poor. Therefore, the length is about several meters. By the way, these cross sections
When the character block, the first height adjusting member, and the second height adjusting member are made of concrete, the weight becomes significant and the workability is deteriorated. Therefore, for the purpose of weight reduction, it is preferable to use vinyl chloride resin, polyester resin, polyamide resin, resin such as FRP, or metal such as stainless steel.

【0009】又、第1の高さ調整部材の肩部と第2の高
さ調整部材の肩部との間にはグレーチングが配設されて
なることが好ましい。これにより、床面からは水が断面
略U字状のブロック内に流れ込み、又、歩行に際して落
ち込むなどの危険もなくなる。
Further, it is preferable that a grating is provided between the shoulder portion of the first height adjusting member and the shoulder portion of the second height adjusting member. As a result, there is no danger that water will flow from the floor into the block having a substantially U-shaped cross section, and that the water will fall when walking.

【0010】[0010]

【実施例】図1及び図2は本発明に係る排水路構造の第
1実施例を示すもので、図1は斜視図、図2は断面図で
ある。各図中、1はステンレスと言った金属あるいは耐
熱性樹脂などの比較的軽量な素材で構成された断面略U
字状のブロックである。そして、このブロック1の幾つ
かが、食品加工場や厨房の床の所定位置に配設されてい
る。勿論、このブロック1の底面部1cが傾斜するよう
配設されており、水の流れは良いものとなっている。つ
まり、工事に際して、ブロック1の底面部1cが少しず
つ高低を持つように配設されているのである。
1 and 2 show a first embodiment of a drainage channel structure according to the present invention. FIG. 1 is a perspective view and FIG. 2 is a sectional view. In each drawing, reference numeral 1 is a section U formed of a relatively lightweight material such as metal such as stainless steel or heat resistant resin.
It is a letter block. Then, some of the blocks 1 are arranged at predetermined positions on the floor of the food processing plant or the kitchen. Of course, the bottom portion 1c of the block 1 is arranged so as to be inclined, and the water flow is good. That is, at the time of construction, the bottom surface 1c of the block 1 is arranged so as to gradually increase and decrease in height.

【0011】2aはブロック1の立設壁1aの内側に取
り付けられる起立壁部、2bは起立壁部2aから外側に
延びる肩部、2cは肩部2bの端部から立ち上がる立上
部であり、これらが一体的にステンレスと言った金属あ
るいは耐熱性樹脂などの比較的軽量な素材で構成された
ものである。すなわち、起立壁部2aと肩部2bと立上
部2cとを一体的に有する第1の高さ調整部材2が構成
されており、この第1の高さ調整部材2の起立壁部2a
がブロック1の立設壁1aの内側に取り付けられるので
ある。
Reference numeral 2a is a standing wall portion attached to the inside of the standing wall 1a of the block 1, 2b is a shoulder portion extending outward from the standing wall portion 2a, and 2c is a rising portion rising from the end portion of the shoulder portion 2b. Is made of a relatively lightweight material such as a metal such as stainless steel or a heat resistant resin. That is, the first height adjusting member 2 that integrally has the standing wall portion 2a, the shoulder portion 2b, and the rising portion 2c is configured, and the standing wall portion 2a of the first height adjusting member 2 is configured.
Is attached inside the standing wall 1a of the block 1.

【0012】3は第2の高さ調整部材であり、この第2
の高さ調整部材3も、第1の高さ調整部材2と同様に構
成されており、起立壁部3aと肩部3bと立上部3cと
を一体的に有している。そして、この第2の高さ調整部
材3の起立壁部3aがブロック1の立設壁1bの内側に
取り付けられるのである。4aはボルト、4bはナット
であり、そしてブロック1の立設壁1a,1bの所定位
置には上下方向に溝1dが切られており、かつ、第1の
高さ調整部材2の起立壁部2aや第2の高さ調整部材3
の起立壁部3aには孔が形成されている。そして、ブロ
ック1の底面部1cが少しずつ高低を持つように配設さ
れた後、図1,2に示す如く、第1の高さ調整部材2の
肩部2bと第2の高さ調整部材3の肩部3bとが水平な
ものとなるよう第1の高さ調整部材2及び第2の高さ調
整部材3を配置し、調整する。この後、ボルト4aを第
1の高さ調整部材2の起立壁部2aの孔や第2の高さ調
整部材3の起立壁部3aの孔から差し込み、ブロック1
の立設壁1a,1bの溝1dから突出した部分にナット
4bを螺着し、第1の高さ調整部材2や第2の高さ調整
部材3を仮止めする。
Reference numeral 3 is a second height adjusting member.
The height adjusting member 3 is also configured in the same manner as the first height adjusting member 2, and integrally includes the standing wall portion 3a, the shoulder portion 3b, and the rising portion 3c. The standing wall portion 3a of the second height adjusting member 3 is attached to the inside of the standing wall 1b of the block 1. Reference numeral 4a is a bolt, 4b is a nut, and vertical grooves 1d are cut at predetermined positions of the standing walls 1a and 1b of the block 1, and the standing wall portion of the first height adjusting member 2 is provided. 2a and second height adjusting member 3
A hole is formed in the standing wall portion 3a. Then, after the bottom surface portion 1c of the block 1 is arranged so as to gradually have a height, as shown in FIGS. 1 and 2, the shoulder portion 2b of the first height adjusting member 2 and the second height adjusting member 2a. The first height adjusting member 2 and the second height adjusting member 3 are arranged and adjusted so that the shoulder portion 3b of 3 is horizontal. Then, the bolt 4a is inserted from the hole of the upright wall portion 2a of the first height adjusting member 2 or the hole of the upright wall portion 3a of the second height adjusting member 3 to insert the block 1 into the block 1
A nut 4b is screwed to a portion of the standing walls 1a and 1b protruding from the groove 1d, and the first height adjusting member 2 and the second height adjusting member 3 are temporarily fixed.

【0013】この後、セメントモルタル5が打設され、
床面が構成される。従って、第1の高さ調整部材2の肩
部2bや第2の高さ調整部材3の肩部3bの下には打設
されたセメントモルタル5が存在しており、第1の高さ
調整部材2や第2の高さ調整部材3は強固に支持されて
いるものとなる。尚、6は、第1の高さ調整部材2の肩
部2bと第2の高さ調整部材3の肩部3bとに掛け渡さ
れたグレーチングである。すなわち、第1の高さ調整部
材2の肩部2bや第2の高さ調整部材3の肩部3bは、
打設されたセメントモルタル5との協同作用によって第
1の高さ調整部材2や第2の高さ調整部材3の支持機構
としての役割を果たすと共に、グレーチング6の支持機
構としての役割をも果たすのである。
After this, cement mortar 5 is placed,
The floor is constructed. Therefore, the cast cement mortar 5 exists below the shoulder portion 2b of the first height adjusting member 2 and the shoulder portion 3b of the second height adjusting member 3, and the first height adjusting member is provided. The member 2 and the second height adjusting member 3 are firmly supported. Incidentally, 6 is a grating that is stretched over the shoulder portion 2b of the first height adjusting member 2 and the shoulder portion 3b of the second height adjusting member 3. That is, the shoulder portion 2b of the first height adjusting member 2 and the shoulder portion 3b of the second height adjusting member 3 are
The cooperation with the cast cement mortar 5 serves as a support mechanism for the first height adjusting member 2 and the second height adjusting member 3 and also as a supporting mechanism for the grating 6. Of.

【0014】そして、上記のように構成させた排水路構
造によれば、排水路を設けようとする箇所を掘り、その
後ブロック1を配置し、そして第1の高さ調整部材2や
第2の高さ調整部材3を配置・調整・仮止めした後、セ
メントモルタル5を打設するのみで作業は終了し、極め
て簡単に実施できる。つまり、面倒で煩瑣な作業はな
く、極めて簡単に施工できる。
Further, according to the drainage channel structure configured as described above, the place where the drainage channel is to be provided is dug, the block 1 is thereafter arranged, and the first height adjusting member 2 and the second height adjusting member 2 are arranged. After arranging, adjusting and temporarily fixing the height adjusting member 3, the cement mortar 5 is simply placed to complete the work, which can be carried out very easily. In other words, there is no troublesome and troublesome work, and it is extremely easy to construct.

【0015】又、第1の高さ調整部材2や第2の高さ調
整部材3の起立壁部2a,3aが断面略U字状のブロッ
ク1の立設壁1a,1bの内側に取り付けられているか
ら、塵などが接合部に嵌まり込むことがなく、衛生的で
ある。図3は、本発明に係る排水路構造の第2実施例の
要部を示す断面図である。本実施例の排水路構造の基本
構造は前記実施例のものと同じである。但し、本実施例
にあっては、第1の高さ調整部材2や第2の高さ調整部
材3を断面略U字状のブロック1の立設壁1a,1bに
仮止めする機構が多少相違しているに過ぎないものであ
る。
Further, the standing wall portions 2a, 3a of the first height adjusting member 2 and the second height adjusting member 3 are mounted inside the standing walls 1a, 1b of the block 1 having a substantially U-shaped cross section. Therefore, it is hygienic because dust or the like does not fit into the joint. FIG. 3 is a sectional view showing an essential part of a second embodiment of the drainage channel structure according to the present invention. The basic structure of the drainage channel structure of this embodiment is the same as that of the previous embodiment. However, in the present embodiment, there are some mechanisms for temporarily fixing the first height adjusting member 2 and the second height adjusting member 3 to the standing walls 1a and 1b of the block 1 having a substantially U-shaped cross section. It is only different.

【0016】すなわち、第1の高さ調整部材2や第2の
高さ調整部材3の起立壁部2a,3aに沿って肩部2
b,3bから垂下壁部2d,3dを設け、又、垂下壁部
2d,3dの所定位置には螺子孔2e,3eを設けてお
き、第1の高さ調整部材2や第2の高さ調整部材3を断
面略U字状のブロック1の立設壁1a,1bに図3に示
す如く嵌め合わせた後、螺子7を螺子込んで、仮止めす
るようにしたものである。その他の点については、前記
実施例のものと同様であるから、詳細な説明は省略す
る。
That is, the shoulder portion 2 is formed along the standing wall portions 2a, 3a of the first height adjusting member 2 and the second height adjusting member 3.
b, 3b are provided with hanging wall portions 2d, 3d, and screw holes 2e, 3e are provided at predetermined positions of the hanging wall portions 2d, 3d, so that the first height adjusting member 2 and the second height After the adjusting member 3 is fitted to the standing walls 1a and 1b of the block 1 having a substantially U-shaped cross section as shown in FIG. 3, the screw 7 is screwed into it and temporarily fixed. The other points are the same as those of the above-mentioned embodiment, and detailed description thereof will be omitted.

【0017】[0017]

【効果】本発明によれば、排水路を設けようとする箇所
を掘り、その後ブロックを配置し、そして第1の高さ調
整部材や第2の高さ調整部材を配置・調整・仮止めした
後、セメント系材料を打設するのみで作業は終了し、極
めて簡単に実施できる。つまり、第1の高さ調整部材や
第2の高さ調整部材は仮止めで済み、面倒で煩瑣な作業
はなく、極めて簡単に施工できる。尚、仮止めされた第
1の高さ調整部材及び第2の高さ調整部材の肩部の下方
側がセメント系材料にて充填・固化された後では、第1
の高さ調整部材や第2の高さ調整部材に大きな力が作用
しても、問題が起きることはない。
[Effects] According to the present invention, the place where the drainage channel is to be provided is dug, the block is then arranged, and the first height adjusting member and the second height adjusting member are arranged / adjusted / temporarily fixed. After that, the work is completed simply by placing the cement-based material, and it can be carried out extremely easily. That is, the first height adjusting member and the second height adjusting member need only be temporarily fixed, and there is no troublesome and troublesome work, and the work can be performed very easily. In addition, after the lower side of the shoulder portion of the temporarily fixed first height adjusting member and the second height adjusting member is filled and solidified with the cement-based material,
Even if a large force acts on the height adjusting member and the second height adjusting member, no problem occurs.

【0018】又、第1の高さ調整部材や第2の高さ調整
部材の起立壁部が断面略U字状のブロックの立設壁の内
側に取り付けられているから、塵などが接合部に嵌まり
込むことがなく、衛生的である。そして、水の流れは良
く、排水性に優れ、衛生的である。
Further, since the standing wall portions of the first height adjusting member and the second height adjusting member are attached to the inside of the standing wall of the block having a substantially U-shaped cross section, dust and the like are joined. It doesn't get stuck in and is hygienic. And, the flow of water is good, the drainage is excellent, and it is hygienic.

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

【図1】本発明に係る排水路構造の第1実施例を示す斜
視図
FIG. 1 is a perspective view showing a first embodiment of a drainage channel structure according to the present invention.

【図2】本発明に係る排水路構造の第1実施例を示す断
面図
FIG. 2 is a sectional view showing a first embodiment of a drainage channel structure according to the present invention.

【図3】本発明に係る排水路構造の第2実施例を示す要
部の断面図
FIG. 3 is a sectional view of an essential part showing a second embodiment of the drainage channel structure according to the present invention.

【符号の説明】[Explanation of symbols]

1 断面略U字状のブロック 1a,1b 立設壁 1c 底面部 2 第1の高さ調整部材 3 第2の高さ調整部材 2a,3a 起立壁部 2b,3b 肩部 2c,3c 立上部 4a ボルト 4b ナット 5 セメントモルタル 6 グレーチング 7 螺子 1 Blocks with a substantially U-shaped cross section 1a, 1b Standing wall 1c Bottom part 2 First height adjusting member 3 Second height adjusting members 2a, 3a Standing wall parts 2b, 3b Shoulders 2c, 3c Standing part 4a Bolt 4b Nut 5 Cement mortar 6 Grating 7 Screw

Claims (3)

【特許請求の範囲】[Claims] 【請求項1】 底面部が傾斜するよう配置した断面略U
字状のブロックと、このブロックの一方の立設壁の内側
に取り付けられる起立壁部、この起立壁部から外側に延
びる肩部、及びこの肩部の端部から立ち上がる立上部を
一体的に有する第1の高さ調整部材と、前記ブロックの
他方の立設壁の内側に取り付けられる起立壁部、この起
立壁部から外側に延びる肩部、及びこの肩部の端部から
立ち上がる立上部を一体的に有する第2の高さ調整部材
と、前記ブロックの立設壁の内側に配置された第1の高
さ調整部材及び第2の高さ調整部材の肩部が平行になる
よう前記起立壁部をブロックの立設壁に対して高さ調整
してその側方から仮止めする仮止機構と、この仮止機構
によって仮止めされた前記第1の高さ調整部材及び第2
の高さ調整部材の肩部の下方側がセメント系材料にて充
填・固化されてなることを特徴とする排水路構造。
1. An approximately U-shaped cross section in which a bottom surface portion is arranged to be inclined.
A block having a character shape, a standing wall portion attached to the inside of one standing wall of the block, a shoulder portion extending outward from the standing wall portion, and a rising portion rising from an end portion of the shoulder portion are integrally formed. The first height adjusting member, the standing wall portion attached to the inside of the other standing wall of the block, the shoulder portion extending outward from the standing wall portion, and the rising portion rising from the end portion of the shoulder portion are integrated. The second height adjusting member, which is included in the standing wall, and the first height adjusting member and the second height adjusting member disposed inside the standing wall of the block are parallel to each other so that the shoulders are parallel to each other. The height of the part with respect to the standing wall of the block and temporarily fixing it from the side, and the first height adjusting member and the second height adjusting member temporarily fixed by the temporary fixing mechanism.
The drainage structure, wherein the lower side of the shoulder of the height adjusting member is filled and solidified with a cement material.
【請求項2】 断面略U字状のブロック、第1の高さ調
整部材及び第2の高さ調整部材が、樹脂あるいは金属製
であることを特徴とする請求項1の排水路構造。
2. The drainage channel structure according to claim 1, wherein the block having a substantially U-shaped cross section, the first height adjusting member, and the second height adjusting member are made of resin or metal.
【請求項3】 第1の高さ調整部材の肩部と第2の高さ
調整部材の肩部との間にグレーチングが配設されてなる
ことを特徴とする請求項1の排水路構造。
3. The drainage channel structure according to claim 1, wherein a grating is provided between the shoulder portion of the first height adjusting member and the shoulder portion of the second height adjusting member.
JP6080105A 1994-04-19 1994-04-19 Drainage structure Expired - Lifetime JP2548086B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP6080105A JP2548086B2 (en) 1994-04-19 1994-04-19 Drainage structure

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP6080105A JP2548086B2 (en) 1994-04-19 1994-04-19 Drainage structure

Publications (2)

Publication Number Publication Date
JPH07286358A true JPH07286358A (en) 1995-10-31
JP2548086B2 JP2548086B2 (en) 1996-10-30

Family

ID=13708910

Family Applications (1)

Application Number Title Priority Date Filing Date
JP6080105A Expired - Lifetime JP2548086B2 (en) 1994-04-19 1994-04-19 Drainage structure

Country Status (1)

Country Link
JP (1) JP2548086B2 (en)

Cited By (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2003003558A (en) * 2001-06-19 2003-01-08 Itaya Honten:Kk Drainage structure
JP2015129420A (en) * 2014-01-09 2015-07-16 エコ ジャパン株式会社 Embedded structure, method for constructing embedded structure, and display plate
CN106836445A (en) * 2017-01-21 2017-06-13 中铁十二局集团有限公司 A kind of trapezoidal gutter based on adjustable groove mould pours forming method
KR20170087244A (en) * 2016-01-20 2017-07-28 이성한 Drainage Trench and Construction Structure Thereof
JP2017172164A (en) * 2016-03-23 2017-09-28 カネソウ株式会社 Support device for ditch
CN108118771A (en) * 2018-02-02 2018-06-05 厦门大学嘉庚学院 Linear drainage ditch and bottom of trench height adjusting method
JP2021042549A (en) * 2018-10-30 2021-03-18 株式会社ダイクレ Gutter block

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* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR101402262B1 (en) 2013-01-10 2014-06-02 김상동 A concrete drip cloth
KR102078815B1 (en) * 2019-05-24 2020-04-07 주식회사 그린에코텍 Inclined adjustable drainage

Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS61290131A (en) * 1985-06-14 1986-12-20 木村 浩司 Trough and its construction
JPH01156288U (en) * 1988-04-18 1989-10-26

Patent Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS61290131A (en) * 1985-06-14 1986-12-20 木村 浩司 Trough and its construction
JPH01156288U (en) * 1988-04-18 1989-10-26

Cited By (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2003003558A (en) * 2001-06-19 2003-01-08 Itaya Honten:Kk Drainage structure
JP2015129420A (en) * 2014-01-09 2015-07-16 エコ ジャパン株式会社 Embedded structure, method for constructing embedded structure, and display plate
KR20170087244A (en) * 2016-01-20 2017-07-28 이성한 Drainage Trench and Construction Structure Thereof
JP2017172164A (en) * 2016-03-23 2017-09-28 カネソウ株式会社 Support device for ditch
CN106836445A (en) * 2017-01-21 2017-06-13 中铁十二局集团有限公司 A kind of trapezoidal gutter based on adjustable groove mould pours forming method
CN108118771A (en) * 2018-02-02 2018-06-05 厦门大学嘉庚学院 Linear drainage ditch and bottom of trench height adjusting method
JP2021042549A (en) * 2018-10-30 2021-03-18 株式会社ダイクレ Gutter block

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