JPH08209793A - Variable-gradient gutter block - Google Patents

Variable-gradient gutter block

Info

Publication number
JPH08209793A
JPH08209793A JP4128195A JP4128195A JPH08209793A JP H08209793 A JPH08209793 A JP H08209793A JP 4128195 A JP4128195 A JP 4128195A JP 4128195 A JP4128195 A JP 4128195A JP H08209793 A JPH08209793 A JP H08209793A
Authority
JP
Japan
Prior art keywords
side walls
bottom slab
gate
component member
slab
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
JP4128195A
Other languages
Japanese (ja)
Other versions
JP2678975B2 (en
Inventor
Masao Miura
昌雄 三浦
Jun Okuyama
純 奥山
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.)
Maeta Concrete Industry Ltd
Original Assignee
Maeta Concrete Industry 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 Maeta Concrete Industry Ltd filed Critical Maeta Concrete Industry Ltd
Priority to JP7041281A priority Critical patent/JP2678975B2/en
Publication of JPH08209793A publication Critical patent/JPH08209793A/en
Application granted granted Critical
Publication of JP2678975B2 publication Critical patent/JP2678975B2/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

Links

Abstract

PURPOSE: To provide a block which can be easily manufactured even if a bottom slab is long-sized and is in complicated surface shape, and is prevented from being damaged owing to an impact at the time of the manufacture or transportation thereof. CONSTITUTION: A block is composed of both a gate-shaped gutter-component member 12 consisting of both side walls 13, left and right, and a top slab 14 bridged between the top ends of the side walls 13, and a bottom slab 22 manufactured independent of the gate-shaped component member 12. A top end 21A of a connecting bolt 21 mounted in each lower end of the side walls 13 is inserted into each vertical recess 25 formed on both side walls 24 of the bottom slab 22, and the gate-shaped component member 12 and the bottom slab 22 are integrally assembled so that the bottom slab 22 can be vertically moved and is fastened. Furthermore, the bottom slab 22 is vertically adjusted by turning level-adjusting bolts 32, which are mounted on the undersurface in the vicinity of each end in the longitudinal direction of the bottom slab 22.

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、可変勾配形側溝用ブロ
ック、更に詳しくは、道路勾配と排水勾配が異なる場合
に使用して最適な可変勾配形の側溝用ブロックに関す
る。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a variable-gradient type gutter block, and more particularly to a variable-gradient type gutter block which is optimal for use when the road gradient and the drainage gradient are different.

【0002】[0002]

【従来の技術】この種可変勾配形の側溝用ブロックとし
て、実公平1−11829号公報及び特公平1−258
50号公報には、図12に示すように、左右両側壁1,
1の上端部が上梁版2によって一体的に連結されるとゝ
もに、前記左右両側壁1,1の下端部に肉薄の連結片3
を介して底版4が分離可能に形成されている側溝用ブロ
ック5が開示されている。
2. Description of the Related Art As such a variable gradient type gutter block, Japanese Utility Model Publication No. 1-1829 and Japanese Patent Publication No. 1-258.
No. 50, as shown in FIG. 12, the left and right side walls 1,
When the upper end portion of 1 is integrally connected by the upper beam plate 2, the thin connecting piece 3 is attached to the lower end portions of the left and right side walls 1, 1.
There is disclosed a gutter block 5 in which a bottom plate 4 is formed so as to be separable via.

【0003】そして、この側溝用ブロック5は予め、工
場内で所定の長さで成形された全体として箱型のプレキ
ャスト製のコンクリートブロックであって、現場に設置
した後、ノミ等によって衝撃を与えることにより連結片
3を破壊して、底版4を両側壁1,1から分離する。そ
の後、底版4をワイヤにより上方に吊り上げるか、底版
4に取り付けたアジャスタ金具等で上下調節し、底版4
と基礎コンクリート6との隙間に、ロート等の注入治具
7によりモルタル等8を流し、底版4を目的の排水勾配
に合わせてセットするものである。
The gutter block 5 is an overall box-shaped precast concrete block which has been molded in a predetermined length in a factory in advance. After it is installed on site, it is impacted by a chisel or the like. Thereby, the connecting piece 3 is broken and the bottom plate 4 is separated from the side walls 1 and 1. After that, the bottom plate 4 is lifted up by a wire, or vertically adjusted with an adjuster fitting or the like attached to the bottom plate 4,
The mortar 8 is poured into the gap between the base concrete 6 and the foundation concrete 6 by the injection jig 7 such as a funnel, and the bottom slab 4 is set in accordance with the intended drainage gradient.

【0004】[0004]

【発明が解決しようとする問題点】前記図12に示す側
溝用ブロック5は、上記のように、左右の両側壁1,
1、その上端部を連結している上梁版2、前記左右両側
壁1,1の下端部に連結片3を介して連結された底版4
は、一体成形のもので、全体として箱型のプレキャスト
製のコンクリートブロックである。
The gutter block 5 shown in FIG. 12 has the left and right side walls 1, 1 as described above.
1, an upper beam slab 2 connecting the upper ends thereof, and a bottom slab 4 connected to the lower ends of the left and right side walls 1, 1 via connecting pieces 3.
Is an integrally molded concrete block made of box-shaped precast as a whole.

【0005】そのため、図12に示す底版4のように、
その上面が比較的単純な形状の場合には問題がないが、
後述するように、(1)汚水と雨水を分離して排水する
ようにした複式排水溝や、更に蓋かけ暗渠を備えた共同
溝、更には曲線部用の側溝の場合、底版4の上面形状は
複雑になり、左右側壁1,1の上端部が上梁版2によっ
て一部が閉塞されていることもあって、造りにくいし、
2mといった長尺なものを製造することは難しいこと。
(2)底版4は、連結片3に衝撃を与えることにより連
結片3を破壊して分離する構成であるから、何らかの衝
撃により連結片3が破壊されて商品価値がなくなり、歩
留りが悪いこと。(3)連結片3がノミ等による衝撃で
破壊できる程度の肉薄の場合、運搬時における衝撃等に
より連結片3が破壊され、底版4が両側壁1,1の下方
から落下し、損傷する恐れがあること。といった諸問題
点がある。
Therefore, as in the bottom slab 4 shown in FIG.
There is no problem if the top surface has a relatively simple shape,
As will be described later, (1) in the case of a compound drainage groove that separates sewage and rainwater for drainage, a joint groove with a cover underdrain, and a side groove for a curved part, the top surface shape of the bottom plate 4 Becomes complicated, and the upper ends of the left and right side walls 1, 1 are partly blocked by the upper beam plate 2, which makes it difficult to make.
It is difficult to manufacture a long product such as 2 m.
(2) Since the bottom plate 4 is configured to break and separate the connecting piece 3 by giving an impact to the connecting piece 3, the connecting piece 3 will be destroyed by some kind of shock and the commercial value will be lost, and the yield will be poor. (3) When the connecting piece 3 is thin enough to be destroyed by an impact such as a chisel, the connecting piece 3 may be destroyed by an impact during transportation and the bottom slab 4 may be dropped from below the side walls 1 and 1 to be damaged. That there is. There are various problems.

【0006】[0006]

【問題点を解決するための手段】本発明は、上記のよう
な従来の問題点を解決するために成されたもので、長尺
で且つ底版の上面形状が複雑なものでも容易に製造する
ことが出来るとゝもに、製造時或いは搬送時等における
衝撃によっても損傷することのないものを提供すること
を目的としたものであり、その要旨は、左右の両側壁
と、その上端部を連結する天版からなる門型の側溝用構
成部材と、該門型の側溝用構成部材と独立して製造され
た底版とからなり、該底版の両側壁に形成した上下方向
の凹溝内に前記左右両側壁の下端部に装着した連結用ボ
ルトの先端部を挿入して上下方向に移動固定可能となる
よう一体に組み立てるとゝもに、前記底版の両端部近傍
の下面に装着したレベル調整ボルトの回動操作により前
記底版を上下調整する構成としたことを特徴とする可変
勾配形側溝用ブロックにある。
The present invention has been made to solve the above-mentioned conventional problems, and easily manufactures a long plate having a complicated upper surface shape. The purpose of the present invention is to provide a product that will not be damaged by impact during manufacturing or transportation, and the gist of the invention is to define the left and right side walls and their upper ends. It is composed of a portal-shaped gutter component made of a connecting top plate and a bottom slab manufactured independently of the gate-shaped gutter component, and is provided in a vertical groove formed on both side walls of the bottom slab. Inserting the tips of the connecting bolts attached to the lower ends of the left and right side walls together and assembling them together so that they can be moved and fixed in the vertical direction, the level adjustment attached to the bottom surface near both ends of the bottom slab is also adjusted. Adjust the bottom plate vertically by rotating the bolt. There be configured with the variable gradient type groove block, wherein.

【0007】[0007]

【実施例】以下、本発明を、図1乃至図11に示す実施
例により詳細に説明するに、図中11は可変勾配形側溝
用ブロックで、12は該可変勾配形側溝用ブロック11
を構成する門型の側溝用構成部材である。
DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS The present invention will now be described in detail with reference to the embodiments shown in FIGS. 1 to 11. In FIG. 11, reference numeral 11 is a variable gradient type gutter block, and 12 is a variable gradient type gutter block 11.
It is a gate-shaped component for a gutter which comprises.

【0008】前記門型の側溝用構成部材12は、左右の
両側壁13,13と、その上端部を連結する天版14
と、該天版14の上面中央に形成した長手方向に延びる
凹条溝15と、該凹条溝15内において、所望間隔で設
けた上下に貫通する長方形状の導水穴16とから夫々構
成されており、前記凹条溝15内にはグレーチング17
を嵌合によって装着できるように形成されている。
The gate-shaped gutter component member 12 has left and right side walls 13, 13 and a top plate 14 for connecting the upper ends thereof.
And a recessed groove 15 extending in the longitudinal direction formed in the center of the upper surface of the top plate 14, and rectangular water guiding holes 16 penetrating vertically in the recessed groove 15 at desired intervals. In the recessed groove 15, a grating 17 is formed.
Are formed so that they can be mounted by fitting.

【0009】また、前記両側壁13,13の下端の外隅
部には、パッキン18,18が両側壁13,13の全長
に渡って固定されており、更に、前記両側壁13,13
の両端部近傍における下端部にはナット19を埋設した
複数個のボルト孔20が前記側壁13を水平方向に貫通
して形成されているとゝもに、前記ボルト孔20には連
結用ボルト21が挿通されていて、前記ボルト孔20内
に埋設されたナット19と螺合して水平方向に進退自在
となるように構成されている。
At the outer corners of the lower ends of the side walls 13, 13, packings 18, 18 are fixed over the entire length of the side walls 13, 13, and further, the side walls 13, 13 are provided.
A plurality of bolt holes 20 in which nuts 19 are embedded are formed in the lower end portion near the both ends of the side wall 13 so as to penetrate the side wall 13 in the horizontal direction. Is inserted into the bolt hole 20, and is screwed with a nut 19 embedded in the bolt hole 20 so as to be movable back and forth in the horizontal direction.

【0010】22は前記可変勾配形側溝用ブロック11
を構成する底版で、該底版22の長さは前記門型の側溝
用構成部材12と同長で、且つ横幅が側溝用構成部材1
2の下端開口部内に収納出来る大きさのものであり、上
面にはゆるやかなV字形等の凹部23が全長にわたって
形成されている。24は前記底版22の側壁で、該両側
壁24,24には前記連結用ボルト21と対向する位置
に上下方向に延びる凹溝25,25が夫々形成されてい
る。なお、図中26は前記側壁24の上端部に長手方向
に沿って装着したパッキンで、27は接合端面28の上
縁に沿って装着したパッキンである。
Reference numeral 22 is the variable gradient type gutter block 11
The bottom plate 22 has the same length as the gate-shaped gutter component member 12 and the lateral width has a gutter component member 1.
It has a size that can be accommodated in the opening at the lower end of 2, and a concave portion 23 having a gentle V shape is formed on the upper surface over the entire length. Reference numeral 24 denotes a side wall of the bottom plate 22. On both side walls 24, 24, concave grooves 25, 25 extending in the vertical direction are formed at positions facing the connecting bolt 21, respectively. In the figure, 26 is a packing attached to the upper end of the side wall 24 along the longitudinal direction, and 27 is a packing attached along the upper edge of the joining end face 28.

【0011】29は前記底版22の下面30に開口した
縦孔で、底版22の一端側には並列して2個の縦孔2
9,29が、他端側には中央に1個の縦孔29が夫々形
成されており、該各縦孔29に埋設されているナット3
1には、六角フランジ32Aを中央に固着したレベル調
整ボルト32が螺合して垂下している。なお、図中33
は基礎砕石、34は基礎コンクリートである。
Reference numeral 29 is a vertical hole opened on the lower surface 30 of the bottom plate 22. Two vertical holes 2 are arranged in parallel on one end side of the bottom plate 22.
9, 29, and one vertical hole 29 is formed at the center on the other end side, and the nut 3 embedded in each vertical hole 29.
1, a level adjusting bolt 32 having a hexagonal flange 32A fixed to the center is screwed and hung down. 33 in the figure
Is a crushed foundation stone and 34 is a foundation concrete.

【0012】図11に示すものは底版の他の実施例であ
り、同図(イ)は上面中央に仕切版35を立設し、該仕
切版35の左右に汚水溝36Aと雨水溝36Bを夫々形
成した構造の複式排水溝37に用いる底版36、同図
(ロ)は上面の左側に寄せた位置に仕切版38を立設し
て、該仕切版38の左右に汚水溝39Aと雨水溝39B
を夫々形成するとゝもに、右側に寄せた位置に起立部4
0Aと蓋部40Bからなる暗渠40を形成した構造の共
同溝41に用いる底版42であり、同図(ハ)は上面に
長径線が右上がりとした楕円状の凹部43を形成し、雨
水の流心を右方向に移動させる構造とした曲線部用側溝
44に用いる底版45であり、その他の構造は前記の底
版22と同一である。
FIG. 11 shows another embodiment of the bottom plate. In FIG. 11 (a), a partition plate 35 is erected at the center of the upper surface, and a drainage groove 36A and a rainwater groove 36B are provided on the left and right sides of the partition plate 35. The bottom slab 36 used for the double drainage groove 37 having the structure respectively formed, the figure (b) shows a partition plate 38 standing upright on the left side of the upper surface, and a sewage groove 39A and a rainwater groove on the left and right sides of the partition plate 38. 39B
When each of them is formed, the upright portion 4 is located at the position rightward.
It is a bottom plate 42 used for a common groove 41 having a structure in which a culvert 40 composed of 0A and a lid 40B is formed. In the same figure (C), an elliptical concave portion 43 with a long diameter line rising to the right is formed on the upper surface, and rainwater The bottom plate 45 is used for the curved side groove 44 having a structure for moving the flow center to the right, and the other structures are the same as those of the bottom plate 22.

【0013】而して、門型の側溝用構成部材12と、該
側溝用構成部材12とは別に成形された底版22とは、
出荷時において以下に述べる方法で組み立てられ、一体
にしておく。すなわち、前記底版22を側溝用構成部材
12の下端部の開口から挿入し、側溝用構成部材12の
下端部に装着した連結用ボルト21を回動して、該連結
用ボルト21の先端部21Aを底版22の側壁24に形
成した前記凹溝25内に進入させ、該凹溝25の上方段
部25Aと係止させる。この場合、底版22の下面30
には予めレベル調整ボルト31が螺合によって装着され
ている。
Thus, the gate-shaped gutter component member 12 and the bottom plate 22 formed separately from the gutter component member 12 are
At the time of shipment, it is assembled by the method described below and kept together. That is, the bottom plate 22 is inserted from the opening of the lower end portion of the gutter component member 12, and the connecting bolt 21 mounted on the lower end portion of the gutter component member 12 is rotated to bring the tip portion 21A of the connecting bolt 21. Is inserted into the groove 25 formed on the side wall 24 of the bottom plate 22, and is engaged with the upper step portion 25A of the groove 25. In this case, the bottom surface 30 of the bottom plate 22
A level adjusting bolt 31 is previously attached to the by screwing.

【0014】この様にして、門型の側溝用構成部材12
と底版22とを一体に組み立てた可変勾配形側溝用ブロ
ック11を現場の基礎コンクリート34の上に設置し、
レベル調整ボルト32を夫々回動して、底版22の上面
を所定の排水勾配に合わせてセットする。このとき底版
22は上下動するが、底版22はその凹溝25内に進入
している連結用ボルト21の先端部21Aに案内され、
円滑に上下動してレベルの調整を行うことができるとゝ
もに、長手方向への移動も阻止されて底版22の側溝用
構成部材12に対する位置決めも容易に行うことができ
る。
In this way, the gate-shaped gutter component member 12 is formed.
The variable slope type gutter block 11 in which the bottom plate 22 and the bottom slab 22 are assembled together is installed on the foundation concrete 34 at the site,
The level adjusting bolts 32 are each rotated to set the upper surface of the bottom slab 22 in accordance with a predetermined drainage gradient. At this time, the bottom slab 22 moves up and down, but the bottom slab 22 is guided by the tip portion 21A of the connecting bolt 21 that has entered into the recessed groove 25,
When the level can be adjusted by smoothly moving up and down, movement in the longitudinal direction is also prevented, and the bottom plate 22 can be easily positioned with respect to the gutter component member 12.

【0015】そして、底版22の下面30と基礎コンク
リート34との隙間に、底版22に穿設したグラウト圧
入孔46からモルタル47を圧入して支持層48を形成
するとゝもに、側溝用構成部材12の両側壁13,13
と底版22の両側壁24,24との隙間を通して前記凹
溝25内にもモルタル47を充填し、側溝用構成部材1
2と底版22同士及び側溝用構成部材12と底版22を
支持層48を介して基礎コンクリート34上に一体に固
定する。なお、図中49はエア抜き兼グラウト確認用の
孔である。
Then, the mortar 47 is press-fitted into the gap between the lower surface 30 of the bottom slab 22 and the basic concrete 34 through the grout press-fitting holes 46 formed in the bottom slab 22, to form the support layer 48, and thus the gutter component member. 12 side walls 13, 13
The mortar 47 is also filled in the groove 25 through the gap between the side walls 24 of the bottom plate 22 and the side walls 24, 24.
2 and the bottom slab 22 and the gutter component member 12 and the bottom slab 22 are integrally fixed to the foundation concrete 34 via the support layer 48. In the figure, numeral 49 is a hole for bleeding air and for checking the grout.

【0016】[0016]

【発明の効果】本発明に係る可変勾配形側溝用ブロック
は、上記のような構成であるから、複式排水溝や共同
溝、更には曲線部用の側溝のように、その底版の上面形
状が複雑な場合であっても、又長尺なものでも容易に製
造することが出来るとゝもに、衝撃による損傷もなく歩
留りが良い、といった諸問題点がある。
EFFECTS OF THE INVENTION Since the variable gradient type gutter block according to the present invention has the above-described structure, the upper surface shape of the bottom slab thereof is the same as that of the double drainage groove, the common groove, and the curved side groove. Even if it is complicated, even if it is long, it can be easily manufactured, and there are various problems that the yield is good without damage due to impact.

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

【図1】本発明に係る可変勾配形側溝用ブロックの施工
後の斜視図である。
FIG. 1 is a perspective view after construction of a variable gradient type gutter block according to the present invention.

【図2】側溝用構成部材の斜視図である。FIG. 2 is a perspective view of a component member for a gutter.

【図3】図2のAーA線断面拡大図である。3 is an enlarged cross-sectional view taken along the line AA of FIG.

【図4】底版の斜視図である。FIG. 4 is a perspective view of a bottom plate.

【図5】図4のB−B線断面拡大図である。5 is an enlarged cross-sectional view taken along line BB of FIG.

【図6】図4のC−C線断面拡大図である。FIG. 6 is an enlarged cross-sectional view taken along line CC of FIG.

【図7】図4のD−D線断面一部省略拡大図である。FIG. 7 is an enlarged view of the DD section of FIG. 4 with a part thereof omitted.

【図8】施工順序を示す第1工程図である。FIG. 8 is a first process diagram showing a construction order.

【図9】施工順序を示す第2工程図である。FIG. 9 is a second process diagram showing a construction order.

【図10】施工順序を示す第3工程図である。FIG. 10 is a third process chart showing the construction order.

【図11】実施例を示す正面図である。FIG. 11 is a front view showing an example.

【図12】従来の可変勾配形側溝用ブロックの施工後の
正面図である。
FIG. 12 is a front view of a conventional variable gradient type gutter block after construction.

【符号の説明】[Explanation of symbols]

11 可変勾配形側溝用ブロック 12 側溝用構成部材 13 側壁 14 天版 15 凹条溝 16 導水穴 17 グレーチング 18 パッキン 19 ナット 20 ボルト孔 21 連結用ボルト 21A 先端 22 底版 23 凹部 24 側面 25 凹溝 25A 上方段部 26 パッキン 27 パッキン 28 接合端面 29 縦孔 30 下面 31 ナット 32 レベル調整ボルト 34 基礎コンクリート 46 グラウト注入孔 47 モルタル 48 支持層 49 エア抜き兼グラウト確認用の孔 11 Variable Gradient Side Gutter Block 12 Side Gutter Components 13 Side Wall 14 Top Plate 15 Recessed Groove 16 Water Guide Hole 17 Grating 18 Packing 19 Nut 20 Bolt Hole 21 Connecting Bolt 21A Tip 22 Bottom Plate 23 Recess 24 Side Side 25 Concave Groove 25A Above Step 26 Packing 27 Packing 28 Joining end face 29 Vertical hole 30 Lower surface 31 Nut 32 Level adjusting bolt 34 Basic concrete 46 Grout injection hole 47 Mortar 48 Support layer 49 Hole for air bleeding and grout confirmation

Claims (2)

【特許請求の範囲】[Claims] 【請求項1】 左右の両側壁と、その上端部を連結する
天版からなる門型の側溝用構成部材と、該門型の側溝用
構成部材と独立して製造された底版とからなり、該底版
の両側壁に形成した上下方向の凹溝内に前記左右両側壁
の下端部に装着した連結用ボルトの先端部を挿入して上
下方向に移動固定可能となるよう一体に組み立てるとゝ
もに、前記底版の両端部近傍の下面に装着したレベル調
整ボルトの回動操作により前記底版を上下調整する構成
としたことを特徴とする可変勾配形側溝用ブロック。
1. A left and right side walls, a gate-shaped gutter component member composed of a top plate connecting upper ends thereof, and a bottom plate manufactured independently of the gate-shaped gutter component member, If the front end portions of the connecting bolts attached to the lower end portions of the left and right side walls are inserted into the vertical grooves formed on the both side walls of the bottom slab, and they are assembled together so that they can be vertically moved and fixed. In addition, the variable sloping gutter block is characterized in that the bottom slab is vertically adjusted by rotating a level adjusting bolt mounted on the lower surface near both ends of the bottom slab.
【請求項2】 左右の両側壁と、その上端部を連結する
天版と、該天版の上面中央に形成した長手方向に延びる
凹条溝と、該凹条溝内において、所望間隔で設けた上下
に貫通する長方形状の導水穴とから夫々構成した門型の
側溝用構成部材と、該門型の側溝用構成部材と独立して
製造された底版とからなる請求項1記載の可変勾配形側
溝用ブロック。
2. Left and right side walls, a top plate for connecting the upper ends thereof, a longitudinal groove formed in the center of the upper surface of the top plate, and a groove provided in the groove at desired intervals. 2. The variable gradient according to claim 1, comprising a gate-shaped gutter component each of which is composed of a rectangular water guiding hole penetrating vertically and a bottom slab manufactured independently of the gate-shaped gutter component. Shaped gutter block.
JP7041281A 1995-02-06 1995-02-06 Variable Gradient Side Gutter Block Expired - Lifetime JP2678975B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP7041281A JP2678975B2 (en) 1995-02-06 1995-02-06 Variable Gradient Side Gutter Block

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP7041281A JP2678975B2 (en) 1995-02-06 1995-02-06 Variable Gradient Side Gutter Block

Publications (2)

Publication Number Publication Date
JPH08209793A true JPH08209793A (en) 1996-08-13
JP2678975B2 JP2678975B2 (en) 1997-11-19

Family

ID=12604072

Family Applications (1)

Application Number Title Priority Date Filing Date
JP7041281A Expired - Lifetime JP2678975B2 (en) 1995-02-06 1995-02-06 Variable Gradient Side Gutter Block

Country Status (1)

Country Link
JP (1) JP2678975B2 (en)

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2000282439A (en) * 1999-03-31 2000-10-10 Mitani Sekisan Co Ltd Method and block for constructing channel
GB2481621A (en) * 2010-06-30 2012-01-04 Polypipe Civils Ltd Drainage pipe section
JP2015045138A (en) * 2013-08-27 2015-03-12 ソイル工業株式会社 Free gradient side groove and construction method thereof
CN104790510A (en) * 2015-04-23 2015-07-22 朱光顺 Module assembling type drainage ditch with gradient
JP6391133B1 (en) * 2017-06-27 2018-09-19 株式会社シラヤマ Drainage adjustment member

Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS62148736A (en) * 1985-12-21 1987-07-02 株式会社 キヌコン Construction of bottom surface free traversing trough and culvert box
JPH0211885U (en) * 1988-06-30 1990-01-25

Patent Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS62148736A (en) * 1985-12-21 1987-07-02 株式会社 キヌコン Construction of bottom surface free traversing trough and culvert box
JPH0211885U (en) * 1988-06-30 1990-01-25

Cited By (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2000282439A (en) * 1999-03-31 2000-10-10 Mitani Sekisan Co Ltd Method and block for constructing channel
GB2481621A (en) * 2010-06-30 2012-01-04 Polypipe Civils Ltd Drainage pipe section
GB2481621B (en) * 2010-06-30 2015-09-23 Polypipe Ltd Drainage pipes
JP2015045138A (en) * 2013-08-27 2015-03-12 ソイル工業株式会社 Free gradient side groove and construction method thereof
CN104790510A (en) * 2015-04-23 2015-07-22 朱光顺 Module assembling type drainage ditch with gradient
JP6391133B1 (en) * 2017-06-27 2018-09-19 株式会社シラヤマ Drainage adjustment member

Also Published As

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