Deprecated: The each() function is deprecated. This message will be suppressed on further calls in /home/zhenxiangba/zhenxiangba.com/public_html/phproxy-improved-master/index.php on line 456
JPH0245722B2 - MICHIROMENJUSETSUKOZO - Google Patents
[go: Go Back, main page]

JPH0245722B2 - MICHIROMENJUSETSUKOZO - Google Patents

MICHIROMENJUSETSUKOZO

Info

Publication number
JPH0245722B2
JPH0245722B2 JP11085484A JP11085484A JPH0245722B2 JP H0245722 B2 JPH0245722 B2 JP H0245722B2 JP 11085484 A JP11085484 A JP 11085484A JP 11085484 A JP11085484 A JP 11085484A JP H0245722 B2 JPH0245722 B2 JP H0245722B2
Authority
JP
Japan
Prior art keywords
water supply
supply block
block
top surface
connection
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.)
Expired - Lifetime
Application number
JP11085484A
Other languages
Japanese (ja)
Other versions
JPS60258313A (en
Inventor
Hidemaru Takeda
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.)
SANKEI KIKAKU KK
Original Assignee
SANKEI KIKAKU 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 SANKEI KIKAKU KK filed Critical SANKEI KIKAKU KK
Priority to JP11085484A priority Critical patent/JPH0245722B2/en
Publication of JPS60258313A publication Critical patent/JPS60258313A/en
Publication of JPH0245722B2 publication Critical patent/JPH0245722B2/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

Links

Landscapes

  • Cleaning Of Streets, Tracks, Or Beaches (AREA)
  • Road Paving Structures (AREA)

Description

【発明の詳細な説明】 産業上の利用分野 本発明は豪雪地域に於いて道路面に降雪する雪
を、水を散布することにより融雪するために使用
する道路面融雪構造に係るものである。
DETAILED DESCRIPTION OF THE INVENTION Field of Industrial Application The present invention relates to a road surface snow melting structure used for melting snow falling on roads in areas with heavy snowfall by spraying water.

従来の技術 従来道路面に降雪する雪を、水を散布して融雪
するために使用する道路面融雪構造には、第4図
に示すごとく、断面を4角型とした給水ブロツク
1が使用されているが、掘削溝2に設置した状態
では、給水ブロツク1の両側面と掘削溝2の内面
との形成間隔3が狭いものとなり、給水ブロツク
1を掘削溝2に固定するためのコンクリート、モ
ルタル等を流し込む場合に、施工がしにくいとと
もに場合によつては、掘削溝2の下端までコンク
リート、モルタル等が届かず、給水ブロツク1の
固定を不充分なものとする欠点を有していた。掘
削溝2の掘削幅を大きく取ればこの欠点が解除出
来るのは勿論であるが、工事手数を大幅に増加
し、高価なものとなるから、掘削溝2は可能な限
り形成幅の狭いものが好ましいものである。また
第4図の図面に示すごとく給水ブロツク1を4角
型に形成すると、給水管4に対する給水ブロツク
1の肉厚が著しく異なるものとなり、例えば給水
ブロツク1の角部分から給水管4までの肉厚は大
きなものとなるが、両側面から給水管4までの肉
厚は薄いものとなり、強度の保持の為には薄い部
分を基準にして給水ブロツク1の肉厚を決定しな
ければならないから、コンクリート等の余分な材
料を必要とし、給水ブロツク1を大型で取り扱い
のしにくいものとする欠点を有していた。
Conventional technology As shown in Fig. 4, a water supply block 1 having a rectangular cross section is used in a road surface snow melting structure that is conventionally used to melt snow falling on a road surface by spraying water. However, when installed in the excavated groove 2, the distance 3 between both sides of the water supply block 1 and the inner surface of the excavated groove 2 is narrow, and the concrete or mortar used to fix the water supply block 1 in the excavated groove 2 becomes narrow. When pouring concrete, mortar, etc., it is difficult to perform construction, and in some cases, the concrete, mortar, etc. cannot reach the lower end of the excavated trench 2, making the fixation of the water supply block 1 insufficient. Of course, this drawback can be overcome by increasing the excavation width of the excavation groove 2, but this will greatly increase the number of construction steps and make it expensive, so the excavation groove 2 should be formed as narrowly as possible. This is preferable. Furthermore, if the water supply block 1 is formed into a square shape as shown in the drawing of FIG. 4, the wall thickness of the water supply block 1 with respect to the water supply pipe 4 will be significantly different. Although the thickness is large, the wall thickness from both sides to the water supply pipe 4 is thin, and in order to maintain strength, the wall thickness of the water supply block 1 must be determined based on the thin part. This has the drawback of requiring extra materials such as concrete and making the water supply block 1 large and difficult to handle.

また従来、隣接する給水ブロツク1の連結は、
一方の給水ブロツク1の突部を他方の給水ブロツ
ク2の凹部に挿入することによつて行つている
が、この方法では給水ブロツク1は直線方向への
接続しか行うことが出来ないものとなるが、実際
の設置路面は坂が有つたり、道路が曲がつたりす
るため、平面方向にも、上下方向にも種々の湾
曲、凹凸等が有るものであり、それぞれの状況に
応じた形状の給水ブロツク1を多種類用意しなけ
れば成らないものとなつている。また突部と凹部
の凹凸嵌合は、この嵌合部分に柔軟性がないため
にせん断力が集中し易く、破損の原因と成り易い
ものとなつている。
Furthermore, conventionally, the connection of adjacent water supply blocks 1 is as follows:
This is done by inserting the protrusion of one water supply block 1 into the recess of the other water supply block 2, but with this method the water supply block 1 can only be connected in a straight direction. The actual installation road surface has slopes and curves, so there are various curvatures and unevenness both in the horizontal direction and in the vertical direction. This cannot be achieved without preparing many types of water supply blocks 1. Furthermore, the uneven fitting between the protrusion and the recessed portion is likely to cause shearing force to concentrate due to lack of flexibility in the fitting portion, which is likely to cause damage.

また従来は、給水ブロツク1の接続部の対応部
には、特別の補強を施していないから、上記の凹
凸嵌合が有する欠点と相乗して、路面を走行する
自動車等の荷重による上面からの押圧が、凹凸嵌
合部にせん断力として作用し、給水ブロツク1の
接続部の折曲、変形等による破損を生じ易い欠点
を有していた。
Furthermore, in the past, the corresponding parts of the connection parts of the water supply block 1 were not provided with any special reinforcement, which combined with the drawbacks of the above-mentioned uneven fitting, to prevent the water supply block 1 from being exposed to the load from the top surface due to the load of automobiles, etc. running on the road surface. The pressing force acts as a shearing force on the fitting portion of the concave and convex portions, which has the disadvantage that the connecting portion of the water supply block 1 is easily damaged due to bending, deformation, etc.

発明が解決しようとする課題 本発明は上述のごとき課題を解決しようとする
ものであつて、給水ブロツクを少ない材料で小型
に形成しながら、必要な強度を確保するとともに
小さな幅の掘削溝に設置した状態で、掘削溝と給
水ブロツクの形成間隔に固定コンクリート、モル
タル等を容易に充填し、給水ブロツクの確実な固
定を可能にし、また給水ブロツクの接続部にせん
断力が集中することを防止し、破損等の生じるこ
とのない長期間の安定した使用を可能にするもの
である。
Problems to be Solved by the Invention The present invention attempts to solve the above-mentioned problems, and aims to form a water supply block in a small size using a small amount of material, secure the necessary strength, and install it in an excavation trench with a small width. In this state, fixing concrete, mortar, etc. can be easily filled between the excavated trench and the water supply block, making it possible to securely fix the water supply block and preventing shear forces from concentrating on the connection part of the water supply block. This enables stable use over a long period of time without damage.

課題を解決するための手段 本発明は上述のごとき課題を解決するため、上
面に散水ノズルを突出した給水管を軸方向に挿入
固定するとともに上面両側を断面ハ字型として給
水ブロツクを形成し、この給水ブロツクの上端面
に散水ノズルを開口するとともに軸方向の両端面
から給水管を突出して連結突部とし、この連結突
部を接続継手を介して連結することにより、道路
面を切り欠いて設けた掘削溝の底面に敷設した基
礎材料の上面に、複数の給水ブロツクを連続的に
設置するとともに掘削溝の底面で接続継手の対応
部に、基礎材料と上面を同一とする台座ブロツク
を位置し、この台座ブロツクの上面に、隣接する
給水ブロツクの端部底面を載置し、上面からの荷
重による接続部の変形を防止し得るものとして成
るものである。
Means for Solving the Problems In order to solve the above-mentioned problems, the present invention forms a water supply block in which a water supply pipe with a water spray nozzle protruding from the upper surface is inserted and fixed in the axial direction, and both sides of the upper surface have a V-shaped cross section. A water nozzle is opened on the upper end face of this water supply block, and water supply pipes are protruded from both end faces in the axial direction to form a connecting protrusion, and by connecting this connecting protrusion via a connecting joint, the road surface can be cut out. A plurality of water supply blocks are successively installed on the top surface of the foundation material laid at the bottom of the excavated trench, and a pedestal block whose top surface is the same as that of the foundation material is placed at the corresponding part of the connection joint at the bottom of the trench. However, the bottom surface of the end of the adjacent water supply block is placed on the top surface of this pedestal block to prevent deformation of the connecting portion due to a load from the top surface.

作 用 本発明は上述のごとく構成したものであるか
ら、給水ブロツクを掘削溝に設置するには、掘削
溝の底面に砕石等の基礎材料を敷設するとともに
掘削溝の底面で給水ブロツクの接続継手の対応部
に、コンクリート等で成型した強固な台座ブロツ
クを、基礎材料と上面を同一として位置させる。
またこの台座ブロツクの上面に、隣接する給水ブ
ロツクの端部底面を載置する。この台座ブロツク
の設置により、自動車走行等の上面からの荷重に
よつても、折曲等によつて最も破損し易い給水ブ
ロツクの接続部の折曲、変形等を生じることな
く、融雪構造の長期間の使用を可能とする。
Function Since the present invention is configured as described above, in order to install a water supply block in an excavation trench, a basic material such as crushed stone is laid on the bottom of the excavation trench, and a connecting joint of the water supply block is installed at the bottom of the excavation trench. A strong pedestal block made of concrete or the like is placed in the corresponding part so that the top surface is the same as the base material.
Further, the bottom end of the adjacent water supply block is placed on the top surface of this pedestal block. The installation of this pedestal block prevents bending or deformation of the connection parts of the water supply block, which are most likely to be damaged by bending, even when a load is applied from the top surface such as when a car is running. Allows the use of periods.

また、給水ブロツクの軸方向の両端面から突出
した給水管の連結突部を、隣接する連結突部と接
続継手を介して連結する。この連結突部の接続に
接続継手を用いるから、平面方向、上下方向等に
種々の湾曲、凹凸等が有つても、一定の許容範囲
の間では対応して接続することが可能となり、部
材の点数を少なくし、迅速な接続作業が可能とな
るとともに凹凸嵌合の場合のごとく、柔軟性を無
くし、せん断力が集中するようなこともなく、柔
軟性を有し、長期間の破損防止を可能とする。
Furthermore, the connecting protrusions of the water supply pipes protruding from both axial end faces of the water supply block are connected to adjacent connecting protrusions via the connecting joints. Since a connecting joint is used to connect these connecting protrusions, even if there are various curvatures, unevenness, etc. in the plane direction, vertical direction, etc., it is possible to connect within a certain tolerance range, and the parts The number of points is reduced, allowing for quick connection work, and unlike in the case of uneven fitting, there is no flexibility or concentration of shearing force, and it is flexible and prevents damage over a long period of time. possible.

また、台座ブロツクの上面に、隣接する給水ブ
ロツクの端部底面を載置することにより、給水ブ
ロツクを接続して掘削溝内に位置する。そして掘
削溝の内面と給水ブロツクの外面との形成間隔
に、コンクリート、モルタル等を流し込んで給水
ブロツクの固定を行う。この給水ブロツクは、上
面両側を断面ハ字型としている。従つて、掘削溝
の上面は大きく開放され、掘削溝の溝幅が小さい
場合にも、容易にコンクリート等の流し込みを行
うことが出来るとともに掘削溝の下底までコンク
リート等を行き渡らせることが出来るから、給水
ブロツクの確実な固定を可能とするものである。
Furthermore, by placing the bottom end of the adjacent water supply block on the upper surface of the pedestal block, the water supply blocks are connected and located in the excavated groove. The water supply block is then fixed by pouring concrete, mortar, etc. into the space formed between the inner surface of the excavated groove and the outer surface of the water supply block. This water supply block has an L-shaped cross section on both sides of the upper surface. Therefore, the top surface of the excavation groove is wide open, and even if the width of the excavation groove is small, concrete, etc. can be poured easily, and the concrete, etc. can be spread all the way to the bottom of the excavation groove. This makes it possible to securely fix the water supply block.

実施例 以下本発明の一実施例を図面に於いて説明すれ
ば、10は給水管で、上面に散水ノズル11を適
宜間隔で突出し、鉄筋12により補強したコンク
リート製の給水ブロツク13の軸方向中央に挿入
固定している。この給水ブロツク13は、上端面
に散水ノズル11を開口する平坦部14を突出す
るとともにこの平坦部14の両側に位置する上面
両側を、断面ハ字型のハ字型部15としている。
また給水ブロツク13は、断面形状を概略8角型
とするとともに軸方向の両端面16から給水管1
0を突出して連結突部17としている。この連結
突部17を、隣接する給水ブロツク13の連結突
部17に接続継手18を介して連結することによ
り、複数の給水ブロツク13を、道路面20を切
り欠いて設けた掘削溝21の底面に、連続的に設
置する。また掘削溝21の底面には、砕石等の基
礎材料22を敷設して給水ブロツク13を安定良
く位置する。また接続継手18の対応部には、コ
ンクリート等で強固に形成した台座ブロツク23
を、基礎材料22と上面を同一にして位置すると
ともにこの台座ブロツク23の上面に、隣接する
給水ブロツク13の端部底面を載置し、上面から
の荷重による接続継手部18の変形を防止し得る
ように構成している。
Embodiment An embodiment of the present invention will be described below with reference to the drawings. Reference numeral 10 is a water supply pipe, and water nozzles 11 are projected from the upper surface at appropriate intervals, and the water supply block 13 made of concrete is reinforced with reinforcing bars 12. It is inserted and fixed. This water supply block 13 has a protruding flat portion 14 opening the water spray nozzle 11 on its upper end surface, and both sides of the upper surface located on both sides of the flat portion 14 are formed into V-shaped portions 15 having a V-shaped cross section.
In addition, the water supply block 13 has an approximately octagonal cross-sectional shape, and connects the water supply pipe 1 from both end surfaces 16 in the axial direction.
0 protrudes to form a connecting protrusion 17. By connecting the connecting protrusion 17 to the connecting protrusion 17 of the adjacent water supply block 13 via the connection joint 18, the plurality of water supply blocks 13 can be connected to the bottom surface of the excavated groove 21 provided by cutting out the road surface 20. be installed continuously. Furthermore, a basic material 22 such as crushed stone is laid on the bottom of the excavated trench 21 to stably position the water supply block 13. In addition, in the corresponding part of the connection joint 18, there is a pedestal block 23 made of concrete or the like.
is positioned so that its upper surface is flush with the base material 22, and the bottom surface of the end of the adjacent water supply block 13 is placed on the upper surface of this pedestal block 23 to prevent deformation of the connecting joint portion 18 due to a load from the upper surface. It is configured to obtain.

上述のごとく構成したものに於いて、給水ブロ
ツク13を、道路面20を掘削して設けた掘削溝
21に設置するには、掘削溝21の底面に砕石等
の基礎材料22を敷設する。そして掘削溝21の
底面で給水ブロツク13の接続継手18の対応部
には、コンクリート等で成型した強固な台座ブロ
ツク23を、基礎材料22と上面を同一にして位
置させる。そして、この台座ブロツク23の上面
に、隣接する給水ブロツク13の端部底面を載置
する。この台座ブロツク23の設置により、自動
車走行等の上面からの荷重によつて、折曲等によ
り最も破損し易い給水ブロツク13の接続部に、
折曲、変形等のせん断力を生じることがなく、融
雪構造の長期間の使用を可能とする。
In the structure as described above, in order to install the water supply block 13 in the excavated groove 21 formed by excavating the road surface 20, a basic material 22 such as crushed stone is laid on the bottom of the excavated groove 21. A strong pedestal block 23 made of concrete or the like is positioned at the bottom of the excavated groove 21 at a corresponding portion of the connection joint 18 of the water supply block 13 so that its upper surface is flush with the base material 22. Then, on the upper surface of this pedestal block 23, the bottom surface of the end of the adjacent water supply block 13 is placed. By installing this pedestal block 23, the connection part of the water supply block 13, which is most likely to be damaged due to bending etc. due to the load from the top surface such as when a car is running, is placed.
The snow melting structure can be used for a long period of time without causing shear forces such as bending or deformation.

また給水ブロツク13の軸方向の両端面16か
ら突出し、給水管10の連結突部17を、隣接す
る連結突部17の接続継手18を介して連結す
る。この隣接する給水ブロツク13の連結は、連
結突部17の接続に接続継手18を用いるから、
掘削溝21の底面に平面方向、上下方向等の種々
の湾曲、凹凸等が有つても、一定の許容範囲の間
では対応して接続することが可能となり、部材の
点数を少なくし、迅速な接続作業が可能となる。
It also protrudes from both axial end faces 16 of the water supply block 13 and connects the connecting protrusions 17 of the water supply pipes 10 via the connecting joints 18 of the adjacent connecting protrusions 17 . This connection of adjacent water supply blocks 13 uses a connection joint 18 to connect the connection protrusion 17, so that
Even if the bottom surface of the excavated groove 21 has various curvatures, unevenness, etc. in the planar direction, vertical direction, etc., it is possible to connect within a certain tolerance range, reducing the number of parts and quickly connecting. Connection work becomes possible.

また、掘削溝21に給水ブロツク13を接続し
て位置した後は、掘削溝21の内面と給水ブロツ
ク13の外面との形成間隔24にコンクリート、
モルタル等を流し込んで給水ブロツク13の固定
を行う。この給水ブロツク13は、上面両側を断
面ハ字型のハ字型部15としているから、掘削溝
21の上面は大きく開放される。従つて掘削溝2
1の溝幅が小さい場合にも、容易にコンクリート
等の流し込みを行うことができるとともに掘削溝
21の下端までコンクリート等を行き渡らせるこ
とが出来る。その結果、掘削溝21への給水ブロ
ツク13の確実な固定を可能とするものである。
Furthermore, after the water supply block 13 is connected and located in the excavation groove 21, concrete is added to the formed interval 24 between the inner surface of the excavation groove 21 and the outer surface of the water supply block 13.
The water supply block 13 is fixed by pouring mortar or the like. Since this water supply block 13 has a V-shaped portion 15 having a V-shaped cross section on both sides of the upper surface, the upper surface of the excavated groove 21 is largely open. Therefore, excavation groove 2
Even when the width of the groove 1 is small, concrete or the like can be poured easily and the concrete or the like can be spread all the way to the lower end of the excavated groove 21. As a result, the water supply block 13 can be securely fixed to the excavated groove 21.

発明の効果 本発明は上述のごとく構成したものであるか
ら、給水ブロツクの接続継手の対応部に、台座ブ
ロツクを位置させ、この台座ブロツクの上面に、
隣接する給水ブロツクの端部底面を載置するの
で、上面からの荷重で最も破損し易い接続部の折
曲、変形等を防止し、融雪構造の長期間の使用を
可能とする。
Effects of the Invention Since the present invention is configured as described above, a pedestal block is positioned in the corresponding part of the connection joint of the water supply block, and on the upper surface of this pedestal block,
Since the bottom surface of the end of the adjacent water supply block is placed, the connection part, which is most likely to be damaged by the load from the top surface, is prevented from being bent or deformed, and the snow melting structure can be used for a long period of time.

また、給水ブロツクを接続継手を介して連結す
るから、接続部の床面に湾曲、凹凸等が有つて
も、接続することが可能となり、接続用部材の点
数を少なくし、迅速な接続作業が可能となるとと
もに凹凸嵌合の場合のごとく、柔軟性を無くし、
せん断力が集中するようなこともなく、柔軟性を
有し、長期間の破損防止を可能とする。
In addition, since the water supply blocks are connected via a connection joint, it is possible to connect even if the floor surface of the connection part is curved or uneven, reducing the number of connection members and speeding up the connection work. At the same time, it eliminates flexibility as in the case of concave-convex fitting,
There is no concentration of shearing force, and it is flexible and can be prevented from breaking over a long period of time.

また、給水ブロツクは上面両側を断面ハ字型と
しているから、掘削溝の溝幅が小さい場合にも、
容易にコンクリート等の流し込みを行うことが出
来るとともに掘削溝の下端までコンクリート等を
行き渡らせることが出来、給水ブロツクの確実な
固定を可能とする。また上面をハ字型に形成する
ことにより、給水ブロツクを少ない材料で小型に
形成しながら、必要な強度を確保するるものであ
る。
In addition, since the water supply block has a V-shaped cross section on both sides of the upper surface, even when the groove width of the excavation trench is small,
To easily pour concrete, etc., to spread the concrete, etc. to the lower end of an excavated groove, and to securely fix a water supply block. Furthermore, by forming the upper surface in a V-shape, the water supply block can be made compact using a small amount of material while ensuring the necessary strength.

【図面の簡単な説明】[Brief explanation of the drawing]

図面は本発明の一実施例を示すものであつて、
第1図は給水ブロツクの接続状態の軸方向部分拡
大断面図、第2図は給水ブロツクの斜視図、第3
図は第1図のA―A線断面図、第4図は従来例の
断面図である。 10……給水管、11……散水ノズル、13…
…給水ブロツク、16……両端面、15……ハ字
型部、17……連結突部、18……接続継手、2
0……道路面、21……掘削溝、23……台座ブ
ロツク。
The drawings show one embodiment of the invention,
Figure 1 is an enlarged axial sectional view of the water supply block in its connected state, Figure 2 is a perspective view of the water supply block, and Figure 3 is a perspective view of the water supply block.
The figure is a sectional view taken along the line AA in FIG. 1, and FIG. 4 is a sectional view of the conventional example. 10... Water supply pipe, 11... Water nozzle, 13...
... Water supply block, 16 ... Both end faces, 15 ... V-shaped part, 17 ... Connection protrusion, 18 ... Connection joint, 2
0...road surface, 21...excavation groove, 23...pedestal block.

Claims (1)

【特許請求の範囲】[Claims] 1 上面に散水ノズルを突出した給水管を軸方向
に挿入固定するとともに上面両側を断面ハ字型と
して給水ブロツクを形成し、この給水ブロツクの
上端面に散水ノズルを開口するとともに軸方向の
両端面から給水管を突出して連結突部とし、この
連結突部を接続継手を介して連結することによ
り、道路面を切り欠いて設けた掘削溝の底面に敷
設した基礎材料の上面に、複数の給水ブロツクを
連続的に設置するとともに掘削溝の底面で接続継
手の対応部に、基礎材料と上面を同一とする台座
ブロツクを位置し、この台座ブロツクの上面に、
隣接する給水ブロツクの端部底面を載置し、上面
からの荷重による接続部の変形を防止し得るもの
とした事を特徴とする道路面融雪構造。
1. A water supply pipe with a water spray nozzle protruding from the top surface is inserted and fixed in the axial direction, and both sides of the top surface are formed into a cross-sectional shape to form a water supply block, and the water supply nozzle is opened on the top end surface of this water supply block, and both end surfaces in the axial direction are inserted and fixed. By protruding water supply pipes from the ground to form connecting protrusions, and connecting these connecting protrusions through connection joints, multiple water supply pipes can be connected to the top surface of the foundation material laid at the bottom of the excavated trench cut out of the road surface. The blocks are installed continuously, and a pedestal block whose top surface is the same as that of the base material is placed at the bottom of the excavation groove at the corresponding part of the connection joint, and on the top surface of this pedestal block,
A road surface snow melting structure characterized in that the bottom surface of the end of an adjacent water supply block is placed to prevent deformation of the connection part due to a load from the top surface.
JP11085484A 1984-06-01 1984-06-01 MICHIROMENJUSETSUKOZO Expired - Lifetime JPH0245722B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP11085484A JPH0245722B2 (en) 1984-06-01 1984-06-01 MICHIROMENJUSETSUKOZO

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP11085484A JPH0245722B2 (en) 1984-06-01 1984-06-01 MICHIROMENJUSETSUKOZO

Publications (2)

Publication Number Publication Date
JPS60258313A JPS60258313A (en) 1985-12-20
JPH0245722B2 true JPH0245722B2 (en) 1990-10-11

Family

ID=14546345

Family Applications (1)

Application Number Title Priority Date Filing Date
JP11085484A Expired - Lifetime JPH0245722B2 (en) 1984-06-01 1984-06-01 MICHIROMENJUSETSUKOZO

Country Status (1)

Country Link
JP (1) JPH0245722B2 (en)

Families Citing this family (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS6168913A (en) * 1984-09-13 1986-04-09 三菱鉱業セメント株式会社 Snow eliminating piping construction method
JP2554517B2 (en) * 1988-01-25 1996-11-13 株式会社パテイネ商会 Construction method of snow melting road floor

Also Published As

Publication number Publication date
JPS60258313A (en) 1985-12-20

Similar Documents

Publication Publication Date Title
US5735637A (en) Method and apparatus for supporting and anchoring drainage channel sections
US4332504A (en) Expansion joints for roads
US5803669A (en) Thermal-insulated concrete forming system
SK19395A3 (en) Element based foam and concrete modular wall construction and method and apparatus thereof
US6893187B2 (en) Expansion joint structure for concrete slabs
NZ511899A (en) Foundation and wall assembly with pre-cast wall received in foundation pad, typically via groove
JPH07252870A (en) Rainwater storage tank
JPH0245722B2 (en) MICHIROMENJUSETSUKOZO
KR100779608B1 (en) Precast concrete block for retaining wall
JPH0125850B2 (en)
JP2786412B2 (en) Exterior panel covering structure of concrete building and covering construction method
KR20050105768A (en) Coupler tension type fabricated retaining wall built by connecting high intensity reinforcing bars installed in the retaining wall panel unit by coupler and prestressing those bars, and constructing method thereof
JPS6020642Y2 (en) Road joint expansion device
JP3247481B2 (en) Tile floor unit
KR200285919Y1 (en) Natural Stone Panel
JP3683419B2 (en) PC foundation beam member and concrete cloth foundation construction method
JPH0439336Y2 (en)
KR19980058502U (en) Half PC Concrete Slab Panel
KR100325661B1 (en) Method of Making Uneven Surface on Concrete Structure
JPH04111813A (en) Retaining wall structure and its construction
JP3388452B2 (en) Construction method of concrete joint and buried object used in the construction method
JP3101202B2 (en) Foundation or retaining wall construction materials
JPH053551Y2 (en)
JP3008387B2 (en) Foundation concrete block
JP2606952Y2 (en) Cloth foundation block for house building

Legal Events

Date Code Title Description
EXPY Cancellation because of completion of term