JPS6111342Y2 - - Google Patents

Info

Publication number
JPS6111342Y2
JPS6111342Y2 JP1977174994U JP17499477U JPS6111342Y2 JP S6111342 Y2 JPS6111342 Y2 JP S6111342Y2 JP 1977174994 U JP1977174994 U JP 1977174994U JP 17499477 U JP17499477 U JP 17499477U JP S6111342 Y2 JPS6111342 Y2 JP S6111342Y2
Authority
JP
Japan
Prior art keywords
concrete
hopper
screw conveyor
waterway
excavated
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
Application number
JP1977174994U
Other languages
Japanese (ja)
Other versions
JPS54100436U (en
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 filed Critical
Priority to JP1977174994U priority Critical patent/JPS6111342Y2/ja
Publication of JPS54100436U publication Critical patent/JPS54100436U/ja
Application granted granted Critical
Publication of JPS6111342Y2 publication Critical patent/JPS6111342Y2/ja
Expired legal-status Critical Current

Links

Classifications

    • 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
    • Y02EREDUCTION OF GREENHOUSE GAS [GHG] EMISSIONS, RELATED TO ENERGY GENERATION, TRANSMISSION OR DISTRIBUTION
    • Y02E10/00Energy generation through renewable energy sources
    • Y02E10/20Hydro energy

Landscapes

  • Road Paving Machines (AREA)
  • Sewage (AREA)

Description

【考案の詳細な説明】 本考案は水路を造成する装置、特に掘削溝の壁
面にコンクリート等のライニング材を打設して水
路を造成する装置に関するものである。
[Detailed Description of the Invention] The present invention relates to an apparatus for creating a waterway, and in particular, an apparatus for creating a waterway by pouring a lining material such as concrete onto the wall of an excavated trench.

水路を造成するには、まず掘削溝を掘削し、そ
の掘削溝の壁面に遮水層としてコンクリートを均
一な厚さに打設して水路としている。
To create a waterway, first, an excavated trench is excavated, and concrete is poured to a uniform thickness on the wall of the excavated trench as a water-blocking layer.

しかし、水路となる掘削溝の壁面にコンクリー
トを打設するには、壁面に沿つて型枠を仮設し型
枠と壁面との間にコンクリートを流し込み、コン
クリートが固まつた後に型枠を取外している。
However, in order to pour concrete onto the walls of an excavated trench that will become a waterway, formwork is temporarily set up along the wall, concrete is poured between the formwork and the wall, and the formwork is removed after the concrete has hardened. There is.

このように、掘削溝の壁面にコンクリートを均
一な厚さに打設するには面倒な操作と長い時間を
要し、水路造成が面倒でかつ能率が悪いとの不具
合を有している。
As described above, pouring concrete to a uniform thickness on the wall surface of an excavated trench requires troublesome operations and a long time, and there are disadvantages in that creating a waterway is troublesome and inefficient.

本考案は上記の事情に鑑みなされたものであ
り、その目的は掘削溝の壁面にコンクリート等の
ライニング材を簡単な操作で短時間に均一な厚さ
に打設でき、水路を簡単な操作で能率良く造成で
きるようにした水路造成装置を提供することであ
る。
The present invention was developed in view of the above circumstances, and its purpose is to make it possible to cast lining materials such as concrete on the walls of excavated trenches to a uniform thickness in a short period of time with simple operations, and to form waterways with simple operations. To provide a waterway creation device capable of efficiently creating a waterway.

以下、図面を参照して本考案の実施例を説明す
る。
Embodiments of the present invention will be described below with reference to the drawings.

図面中1はモールド枠、2はモールド枠1の前
端に設けたホツパ、3L,3Rは左右一対の掻上用
スクリユコンベヤ機構、4L,4Rは左右一対の押
込用スクリユコンベヤ機構である。
In the drawing, 1 is a mold frame, 2 is a hopper provided at the front end of the mold frame 1, 3 L and 3 R are a pair of scraping screw conveyor mechanisms on the left and right, and 4 L and 4 R are a pair of left and right screw conveyors for pushing. It is a mechanism.

モールド枠1は掘削溝aの底壁a1に沿つた底板
1a、傾斜両壁a2,a2に沿つた左右一対の傾斜側
板1b,1b、左右上端面a3,a3に沿つた左右一
対の鍔板1c,1cとにより掘削溝aの断面と略
同一断面形状となつている。
The mold frame 1 consists of a bottom plate 1a along the bottom wall a1 of the excavated groove a, a pair of left and right inclined side plates 1b along both inclined walls a2 and a2 , and left and right sides along the left and right upper end surfaces a3 and a3 . The pair of collar plates 1c and 1c form a cross-sectional shape that is substantially the same as the cross-section of the excavated groove a.

ホツパ2は後板2と前板2と左右一対の側
板2,2とにより下部が開口した形状とな
り、後板2の中央部は後端側に向つて彎曲した
凹部5が形成してあると共に、前板2には車両
への取付座6,6が一体形成してある。
The hopper 2 has a shape with an open bottom formed by the rear plate 21 , the front plate 22 , and a pair of left and right side plates 23 , 23 , and the center part of the rear plate 21 has a concave portion 5 curved toward the rear end. In addition, mounting seats 6, 6 for attaching to the vehicle are integrally formed on the front plate 22 .

各掻上用スクリユコンベヤ機構3L,3Rは各側
板2と前板中央下部に固設したブラケツト7と
に亘りスクリユコンベヤ8を回転自在でかつ掘削
溝aの傾斜壁a2に沿つて傾斜してそれぞれ設ける
と共に、側板2に駆動用油圧モータ9をそれぞ
れ固設した構造である。
Each raking screw conveyor mechanism 3L , 3R is capable of freely rotating a screw conveyor 8 between each side plate 23 and a bracket 7 fixed at the lower center of the front plate, and is connected to an inclined wall a2 of an excavated groove a. It has a structure in which the hydraulic motors 9 for driving are fixed to the side plates 23 , respectively.

押出用スクリユコンベヤ機構4L,4Rは前板2
の両側に押出用スクリユコンベヤ10をそれぞ
れ回転自在に設け、各押出用スクリユコンベヤ1
0の先端を前記モールド枠1の左右一対の鍔板1
c,1c内に臨ませると共に、駆動用モータ11
を設けた構造である。
Extrusion screw conveyor mechanism 4 L and 4 R are the front plate 2
Extrusion screw conveyors 10 are rotatably provided on both sides of each extrusion screw conveyor 1.
0 to the pair of left and right flange plates 1 of the mold frame 1.
c, 1c, and drive motor 11.
It has a structure with

実施例においては各押出用スクリユコンベヤ1
0は後方に向い傾斜降下して設けられ、各鍔板1
cには彎曲凸部12がそれぞれ形成されてその先
端部が鍔板1cに干渉しないように形成してあ
る。
In the embodiment, each extrusion screw conveyor 1
0 is provided tilting downward toward the rear, and each collar plate 1
A curved convex portion 12 is formed on each portion c, and the tip thereof is formed so as not to interfere with the collar plate 1c.

13は前板2の中央部に前方に向けて固設し
たガイド部材であり、傾斜両壁a2,a2に接触する
彎曲部13aを備えて装置全体が円滑に移動する
ようにガイドしている。
Reference numeral 13 designates a guide member that is fixed to the center of the front plate 22 facing forward, and has a curved portion 13a that contacts both inclined walls a 2 and a 2 to guide the entire device to move smoothly. ing.

14は鍔板1cに一体形状した折曲縁であり、
コンクリートが側方に流れないように規制してい
る。
14 is a bent edge formed integrally with the collar plate 1c;
The concrete is regulated to prevent it from flowing to the sides.

しかして、図示しない車両に取付座6を介して
装置全体を装着すると共に、掘削溝a内にセツト
する。
The entire device is then mounted on a vehicle (not shown) via the mounting seat 6 and set in the excavated groove a.

この状態で車両を走行させて装置全体を掘削溝
aに沿つて移動させながらホツパ2内にコンクリ
ートを投入すると下方に落下して掘削溝aの底壁
a1中央部に堆積し、堆積したコンクリートは左右
一対の掻上用スクリユコンベヤ8により上部両側
に向つて掻上げられる。
In this state, when the vehicle is driven and the entire device is moved along the excavation groove a, concrete is poured into the hopper 2, falling downward and against the bottom wall of the excavation groove a.
a 1 The deposited concrete is piled up in the center part, and the piled up concrete is scraped up toward both sides of the upper part by a pair of scraping conveyors 8 on the left and right.

上部両側に掻上げられたコンクリートは押込用
スクリユコンベヤ10により上端面a3と鍔板1c
との間に押し込まれる。
The concrete scraped up on both sides of the upper part is transferred to the upper end surface a3 and the collar plate 1c by the screw conveyor 10 for pushing.
is pushed between.

これと同時にモールド枠1の移動により底壁a1
と底板1aとの間及び傾斜両壁a2,a2と傾斜側板
1b,1bとの間にコンクリートが押し込まれ
る。
At the same time, by moving the mold frame 1, the bottom wall a 1
Concrete is forced between the bottom plate 1a and the inclined walls a 2 , a 2 and the inclined side plates 1b, 1b.

これによつてコンクリートが掘削溝aの底壁
a1、傾斜両壁a2,a2、上端面a3,a3とに均一な厚
さに均一な密度で打設できる。Aはそのコンクリ
ート層である。
This causes the concrete to become the bottom wall of excavation trench a.
A 1 , both inclined walls a 2 , a 2 , and upper end faces a 3 , a 3 can be cast with uniform thickness and uniform density. A is the concrete layer.

また、コンクリートは掻上用スクリユコンベヤ
8,8により両側に掻上げられるから、ホツパ2
の左右方向に亘つて均一に投入する必要がない。
In addition, since the concrete is scraped up on both sides by the scraping conveyors 8, 8, the hopper 2
There is no need to uniformly charge the liquid in the left and right direction.

したがつて、コンクリートのホツパ2内への投
入操作が簡単となる。
Therefore, the operation of charging concrete into the hopper 2 becomes easy.

本考案は前述のように構成したので、掘削溝a
の壁面にライニング材を簡単に打設して水路を造
成できる。
Since the present invention is configured as described above, the excavated groove a
A waterway can be created by simply placing lining material on the wall.

また、ホツパ2内に投入されたライニング材は
左右一対の掻上用スクリユコンベヤ3L,3Rで両
側方に掻上げられるから、ホツパ2内にライニン
グ材を均一に投入する必要がなくライニング材投
入操作が簡単となる。
In addition, the lining material fed into the hopper 2 is scraped up on both sides by the pair of scraping conveyors 3L and 3R on the left and right, so there is no need to uniformly feed the lining material into the hopper 2. The material input operation becomes easy.

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

図面は本考案の実施例を示すもので、第1図は
全体斜視図、第2図は正面図、第3図は平面図、
第4図は前面図である。 1はモールド枠、2はホツパ、3は掻上用スク
リユコンベヤ機構、4は押込用スクリユコンベヤ
機構。
The drawings show an embodiment of the present invention; FIG. 1 is an overall perspective view, FIG. 2 is a front view, and FIG. 3 is a plan view.
FIG. 4 is a front view. 1 is a mold frame, 2 is a hopper, 3 is a scraping screw conveyor mechanism, and 4 is a pushing screw conveyor mechanism.

Claims (1)

【実用新案登録請求の範囲】[Scope of utility model registration request] 掘削溝aに沿つた断面形状のモールド枠1と、
モールド枠1の前端に一体形成したホツパ2と、
ホツパ2に設けた左右一対の掻上用スクリユコン
ベヤ機構3L,3Rと、ホツパ2に設けた押込用ス
クリユコンベヤ機構4とより構成したことを特徴
とする水路造成装置。
A mold frame 1 having a cross-sectional shape along the excavated groove a,
A hopper 2 integrally formed on the front end of the mold frame 1;
A waterway creation device comprising a pair of right and left scooping screw conveyor mechanisms 3 L and 3 R provided on a hopper 2 and a pushing screw conveyor mechanism 4 provided on the hopper 2.
JP1977174994U 1977-12-27 1977-12-27 Expired JPS6111342Y2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP1977174994U JPS6111342Y2 (en) 1977-12-27 1977-12-27

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP1977174994U JPS6111342Y2 (en) 1977-12-27 1977-12-27

Publications (2)

Publication Number Publication Date
JPS54100436U JPS54100436U (en) 1979-07-16
JPS6111342Y2 true JPS6111342Y2 (en) 1986-04-10

Family

ID=29182132

Family Applications (1)

Application Number Title Priority Date Filing Date
JP1977174994U Expired JPS6111342Y2 (en) 1977-12-27 1977-12-27

Country Status (1)

Country Link
JP (1) JPS6111342Y2 (en)

Also Published As

Publication number Publication date
JPS54100436U (en) 1979-07-16

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