JPH0511197B2 - - Google Patents

Info

Publication number
JPH0511197B2
JPH0511197B2 JP61091776A JP9177686A JPH0511197B2 JP H0511197 B2 JPH0511197 B2 JP H0511197B2 JP 61091776 A JP61091776 A JP 61091776A JP 9177686 A JP9177686 A JP 9177686A JP H0511197 B2 JPH0511197 B2 JP H0511197B2
Authority
JP
Japan
Prior art keywords
pipe
flow path
switching member
path switching
cylindrical
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
JP61091776A
Other languages
Japanese (ja)
Other versions
JPS62248799A (en
Inventor
Kenzo Nakajima
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.)
Individual
Original Assignee
Individual
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 Individual filed Critical Individual
Priority to JP61091776A priority Critical patent/JPS62248799A/en
Publication of JPS62248799A publication Critical patent/JPS62248799A/en
Publication of JPH0511197B2 publication Critical patent/JPH0511197B2/ja
Granted 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

  • Underground Structures, Protecting, Testing And Restoring Foundations (AREA)
  • Lining And Supports For Tunnels (AREA)
  • Excavating Of Shafts Or Tunnels (AREA)

Description

【発明の詳細な説明】 (産業上の利用分野) この発明は地中で生コンクリートを打設しなが
らコンクリート管を成形して横状に埋設施工する
ための推進成形装置に関する。
DETAILED DESCRIPTION OF THE INVENTION (Field of Industrial Application) The present invention relates to a propulsion forming apparatus for forming a concrete pipe and burying it horizontally while pouring fresh concrete underground.

(従来の技術) 従来では、コンクリート管を地中に対し横状に
埋設するときに横穴を穿孔しながらコンクリート
管を横穴内に強制的に押込む打込み工法等が採用
されていた。
(Prior Art) Conventionally, when burying a concrete pipe horizontally in the ground, a driving method has been adopted in which a horizontal hole is drilled and the concrete pipe is forcibly pushed into the horizontal hole.

(発明が解決しようとする問題点) 上記工法の場合にはコンクリート管を押込むた
めに過大な押圧力を要し、硬質地盤等でのコンク
リート等の埋設工事が困難となる問題点があつ
た。
(Problems to be Solved by the Invention) In the case of the above method, an excessive pressing force is required to push the concrete pipe, making it difficult to bury concrete in hard ground.

本発明の目的は上記問題点を回避してコンクリ
ート管の埋設工事を合理化しうる推進成形装置を
提供することである。
SUMMARY OF THE INVENTION An object of the present invention is to provide a propulsion forming device that can avoid the above-mentioned problems and streamline concrete pipe burying work.

(問題点を解決するための手段) 本発明のコンクリート管の推進成形装置は、地
中で水平方向へ推進する横向き円筒状の推進筒の
後端には円筒状の内枠筒と外枠筒とがコンクリー
ト管を成形するための間〓を隔てて内外同心状に
並設された筒型枠を共動可能に結合し、この筒型
枠とその内方に設置された筒壁との間の空間部内
の上端には生コンクリートを前記筒型枠内へ給送
するための給送管を挿通し、前記筒壁の上端には
前記内枠筒の上端に開口された注入口に対向して
排出口を開口し、前記空間部内の上端には一方の
回転端と、この回転端から180°反転した他方の回
転端とへ回転駆動され、一方の回転端では前記排
出口を閉塞し、他方の回転端では前記注入口を閉
塞する中空円盤状の流路切換え部材を設置してこ
の流路切換え部材内にはこの流路切換え部材が両
回転端へ回転した状態では前記給送管に直結状に
接続される水平管と、この水平管の中央部に直交
状に連接されて、前記流路切換え部材が一方の回
転端へ回転した状態では前記注入口と前記水平管
内の流路とを連通して前記流路切換え部材が他方
の回転端へ反転した状態では前記排出口と前記水
平管内の流路とを連通する垂直管と、を有する分
岐管を共転可能に設置した構成を有する。
(Means for Solving the Problems) The concrete pipe propulsion forming device of the present invention has a cylindrical inner frame tube and an outer frame tube at the rear end of a horizontally cylindrical propulsion tube that is propelled horizontally underground. The cylindrical formwork is co-movably connected with the cylindrical formwork arranged concentrically on the inside and outside with a space for forming a concrete pipe. A feed pipe for feeding fresh concrete into the cylindrical form is inserted into the upper end of the space, and a feed pipe is inserted into the upper end of the cylindrical wall to face an injection port opened at the upper end of the inner frame cylinder. to open the discharge port, the upper end of the space is rotatably driven to one rotation end and the other rotation end reversed by 180 degrees from this rotation end, and the discharge port is closed at the one rotation end; At the other rotation end, a hollow disk-shaped flow path switching member is installed to close the injection port, and when the flow path switching member is rotated to both rotation ends, a flow path switching member is installed in the flow path switching member that closes the injection port. a horizontal pipe that is directly connected to the horizontal pipe; and a horizontal pipe that is orthogonally connected to the center of the horizontal pipe, and when the flow path switching member is rotated to one end of rotation, the inlet and the flow path in the horizontal pipe are connected to each other. and a vertical pipe that communicates the outlet with the flow path in the horizontal pipe when the flow path switching member is reversed to the other rotation end. have

(作用) 推進筒の後端に結合されて内枠筒と外枠筒とが
内外に並設された筒型枠と、この筒型枠の内方に
設置された筒壁との空間部内の上端に挿通された
給送管を通じて前記筒型枠内へ生コンクリートを
給送するに際し、前記給送管に直結状に接続され
る水平管と、この水平管の中央部に直交状に連接
された垂直管とを有する分岐管が結合され、前記
給送管の途中に設置された流路切換え部材を一方
の回転端へ回転させると、前記内枠筒の上端に開
口された注入管と前記給送管内の流路とが前記分
岐管によつて連通されかつ前記筒壁の上端に開口
された排出口が前記流路切換え部材によつて閉塞
され、生コンクリートが前記注入口を通じて前記
筒型枠内へ送り込まれる。前記流路切換え部材を
180°反転させると、前記排出口と前記給送管内の
流路とが前記分岐管によつて連通されて前記注入
口が前記流路切換え部材によつて閉塞されて、生
コンクリートや洗浄用の水が前記排出口および前
記分岐管を通じて前記筒壁内へ排出される。
(Function) In the space between the cylinder form that is connected to the rear end of the propulsion cylinder and has an inner frame cylinder and an outer frame cylinder arranged side by side inside and outside, and a cylinder wall installed inside this cylinder form. When feeding fresh concrete into the cylindrical form through a feed pipe inserted through the upper end, a horizontal pipe is connected directly to the feed pipe, and a horizontal pipe is connected perpendicularly to the center of the horizontal pipe. When the flow path switching member installed in the middle of the feed pipe is rotated to one rotation end, the injection pipe opened at the upper end of the inner frame cylinder and the vertical pipe are connected. The flow path in the feed pipe is communicated with the branch pipe, and the discharge port opened at the upper end of the cylindrical wall is closed by the flow path switching member, and the ready-mixed concrete is poured into the cylindrical shape through the injection port. sent into the frame. The flow path switching member
When reversed by 180 degrees, the outlet and the flow path in the feed pipe are communicated with each other by the branch pipe, and the injection port is closed by the flow path switching member, so that fresh concrete and cleaning Water is discharged into the cylinder wall through the outlet and the branch pipe.

(実施例) 次に、本発明の一実施例を図面にしたがつて説
明する。
(Example) Next, an example of the present invention will be described with reference to the drawings.

地中で水平方向への推進中に生コンクリートを
打設しながらコンクリート管を成形して地中に埋
設するために装設された推進成形装置Sにおい
て、推進筒1は縦方向に掘削した縦穴の下端で水
平方向へ推進させて横穴を穿設するために横向き
円筒状に形成され、その内部の前端付近には推進
筒1の前開口部付近の地盤を回転動作によつて掘
削するために放射状に配列されて油圧アクチユエ
ータで回転駆動される適数個の掘削刃2が同心状
に可転支持されるとともに、推進筒1の内周面の
中央部付近には地上の給水装置に給水管3を介し
て接続された水タンク4が周設され、この水タン
ク4の前端面には水を前方へ噴射して前方の地盤
を泥土化し、推進筒1の推進動作を補助するため
に周方向へ配列された多数個の噴射管5が突出さ
れている。
In the propulsion forming device S installed to form a concrete pipe and bury it underground while pouring fresh concrete while propulsion in the horizontal direction underground, the propulsion tube 1 is a vertical hole excavated in the vertical direction. It is formed into a horizontal cylindrical shape in order to drill a horizontal hole by propelling it horizontally at the lower end, and near the front end of the inside thereof is used to excavate the ground near the front opening of the propelling cylinder 1 by rotating motion. A suitable number of excavation blades 2 arranged radially and rotationally driven by hydraulic actuators are rotatably supported concentrically, and near the center of the inner circumferential surface of the propulsion cylinder 1 is a water supply pipe connected to a water supply system on the ground. A water tank 4 is provided around the front end surface of the water tank 4 to inject water forward to turn the ground in front of it into mud and to assist the propulsion operation of the propulsion cylinder 1. A large number of injection pipes 5 are protruded and arranged in the direction.

推進筒1の移動跡に生コンクリートを打設して
推進筒1の推進中にコンクリート管を造成するた
めに推進筒1の後方に連設された筒型枠6は推進
筒1の後端に対し突合せ状で共動可能に嵌装さ
れ、この筒型枠6には円筒状の内枠筒7と、この
内枠筒7の前端に連結板9を介して連結されかつ
内枠筒7の前部付近に外嵌されて内枠筒7の長さ
より短縮された外枠筒8とが内外同心状に並設さ
れ、内枠筒7の前部上端には給送管20内を通じ
て圧送される生コンクリートを筒型枠6内の上端
へ注入するために前後1対の注入口10,10が
開口されるとともに、内枠筒7には生コンクリー
ト内の水分を排出するために多数個の小孔7a,
7aが貫設され、また、内枠筒7の裏面には筒型
枠6内の上端から注入された生コンクリートを振
動作用によつて筒型枠6内の全周にわたつて充填
させるために周方向に配列された多数個の電動バ
イブレータ27〜27が固定されている。
In order to pour fresh concrete into the movement trace of the propulsion tube 1 and create a concrete pipe while the propulsion tube 1 is being propelled, a cylinder form 6 connected to the rear of the propulsion tube 1 is placed at the rear end of the propulsion tube 1. The cylindrical frame 6 is fitted with a cylindrical inner frame 7, which is connected to the front end of the inner frame 7 via a connecting plate 9, and which is connected to the front end of the inner frame 7 via a connecting plate 9. An outer frame tube 8 which is fitted around the front and has a length shorter than the inner frame tube 7 is arranged concentrically with the inside and outside. A pair of injection ports 10, 10 at the front and rear are opened in order to inject the fresh concrete into the upper end of the cylinder form 6, and a large number of injection ports 10, 10 are opened in the inner frame cylinder 7 to discharge moisture in the fresh concrete. Small hole 7a,
7a is installed through the inner frame cylinder 7, and on the back side of the inner frame cylinder 7, a concrete pipe is used to fill the entire circumference of the cylinder form 6 with the ready-mixed concrete poured from the upper end of the cylinder form 6 by vibration action. A large number of electric vibrators 27 to 27 arranged in the circumferential direction are fixed.

筒型枠6の内方に並設された筒壁12は内枠筒
7に対し前後壁13A,13A及び隔壁13Bを
介して一体状に連結され、その上端には両注入口
10にそれぞれ対向して排出口11,11が開口
される一方、この筒壁12と筒型枠6との間に対
し周状に形成された空間部14内の上端には給送
管20が挿通されるともに、空間部14内には筒
型枠6内に充填された生コンクリートの硬化時間
を短縮するために地上の蒸気供給装置に連通され
た蒸気管15が挿通され、この蒸気管15から噴
出された蒸気は各隔壁13Bに貫設された多数個
の通気孔16を通じて空間部14内に充満し、筒
型枠6内の生コンクリートが加熱される。また、
筒壁12は推進筒1を前方へ推進させるために図
示しない油圧押圧装置で前方へ押圧され、コンク
リート管Cが所定長に成形される毎に筒壁12と
同形の押圧筒が筒壁12の後方に連接される。
A cylinder wall 12 arranged in parallel inside the cylinder frame 6 is integrally connected to the inner frame cylinder 7 via front and rear walls 13A, 13A and a partition wall 13B, and has a cylinder wall 12 at its upper end facing both injection ports 10, respectively. While the discharge ports 11, 11 are opened, a feeding pipe 20 is inserted into the upper end of the space 14 formed circumferentially between the cylindrical wall 12 and the cylindrical form 6. In order to shorten the hardening time of the ready-mixed concrete filled in the cylindrical form 6, a steam pipe 15 connected to an above-ground steam supply device is inserted into the space 14, and the fresh concrete filled in the cylindrical form 6 is blown out from the steam pipe 15. Steam fills the space 14 through a large number of ventilation holes 16 provided through each partition wall 13B, and the fresh concrete in the cylindrical form 6 is heated. Also,
The cylinder wall 12 is pressed forward by a hydraulic pressure device (not shown) in order to propel the propelling cylinder 1 forward, and each time the concrete pipe C is formed to a predetermined length, a pressing cylinder of the same shape as the cylinder wall 12 is pressed forward. Connected to the rear.

推進筒1の推進方向を補正するために推進筒1
の内周面後部に取着されて水タンク4と筒型枠6
との間に介装された適数個の(本例では4個)の
油圧シリンダ17はその各ピストン軸17aの先
端がそれぞれボール18を介して筒型枠6の前端
面に当接された状態で周方向に等間隔で配列さ
れ、推進筒1内の中心部に対し後向き状に設置さ
れた投光器19の投光線19aがコンクリート管
Cの中心軸から偏位したときにこの偏位方向と偏
位量を横穴外の読取り機で読取つて油圧回路の流
量調整弁を手動操作し、投光線19aの偏位方向
及び偏位量に対応して各油圧シリンダ17のピス
トン軸17aを進退動制御して推進筒1の偏心移
動を補正し、推進筒1をコンクリート管Cと同心
状に直進させることができる。
To correct the propulsion direction of the propulsion tube 1,
The water tank 4 and the cylindrical frame 6 are attached to the rear inner peripheral surface of the
A suitable number (four in this example) of hydraulic cylinders 17 are interposed between the cylinders 17 and 17, and the tips of their respective piston shafts 17a are brought into contact with the front end surface of the cylindrical frame 6 via the balls 18, respectively. When the light emitting beams 19a of the projectors 19, which are arranged at equal intervals in the circumferential direction and are installed facing backwards with respect to the center of the propulsion tube 1, deviate from the central axis of the concrete pipe C, the deviation direction and The amount of deviation is read by a reader outside the side hole, and the flow rate adjustment valve of the hydraulic circuit is manually operated to control the forward and backward movement of the piston shaft 17a of each hydraulic cylinder 17 in accordance with the direction and amount of deviation of the light beam 19a. By doing so, the eccentric movement of the propulsion tube 1 can be corrected, and the propulsion tube 1 can be made to move straight concentrically with the concrete pipe C.

空間部14内の上端には注入口10と排出口1
1との間に挟み込まれた前後1対の中空円盤状の
流路切換え部材21,21と、水平方向へ進退動
するピストン軸を有する前後1対の油圧シリンダ
25とが設置され、流路切換え部材21の中心部
に横出された軸部21aには油圧シリンダ25の
ピストン軸に連結されたラツク26に噛合つたピ
ニオン24が取付けられている。
An inlet 10 and an outlet 1 are provided at the upper end of the space 14.
A pair of front and rear hollow disk-shaped flow path switching members 21, 21 sandwiched between the front and rear parts 1 and a front and rear pair of hydraulic cylinders 25 each having a piston shaft that moves forward and backward in the horizontal direction are installed. A pinion 24 meshing with a rack 26 connected to a piston shaft of a hydraulic cylinder 25 is attached to a shaft portion 21a extending laterally at the center of the member 21.

流路切換え部材21は油圧シリンダ25のピス
トン軸の進退動動作によつて一方の回転端と、こ
の回転端から180°反転した他方の回転端とへ回転
駆動され、一方の回転端では排出口11を閉塞
し、他方の回転端では注入口10を閉塞する。
The flow path switching member 21 is rotationally driven to one rotation end and the other rotation end which is reversed by 180 degrees from this rotation end by the forward and backward movement of the piston shaft of the hydraulic cylinder 25, and at one rotation end, the discharge port is closed. 11 is closed, and the injection port 10 is closed at the other rotation end.

流路切換え部材21内にはこの流路切換え部材
21の中央部に挿通されて流路切換え部材21が
両回転端へ回転した状態ではそれぞれ給送管20
に直結状に接続される水平管22aと、この水平
管22aの中央部に連接されて流路切換え部材2
1が一方の回転端へ回転した状態では水平管22
aの上方で直立して注入口10と水平管22a内
の流路とを連通し、流路切換え部材21が他方の
回転端へ回転した状態では水平管22aの下方で
直立して排出口11と水平管22a内の流路とを
連通する垂直管22bとを有するT形状の分岐管
22が共転可能に設置されている。
In the flow path switching member 21, when the flow path switching member 21 is inserted into the center of the flow path switching member 21 and rotated to both rotation ends, a feed pipe 20 is inserted into the flow path switching member 21, respectively.
A horizontal pipe 22a is directly connected to the horizontal pipe 22a, and a flow path switching member 2 is connected to the center of the horizontal pipe 22a.
1 is rotated to one end of rotation, the horizontal pipe 22
It stands upright above the horizontal pipe 22a to connect the inlet 10 and the flow path in the horizontal pipe 22a, and when the flow path switching member 21 is rotated to the other end of rotation, it stands upright below the horizontal pipe 22a and the discharge port 11 A T-shaped branch pipe 22 having a vertical pipe 22b communicating with the flow path in the horizontal pipe 22a is installed so as to be rotatable together.

推進筒1および筒型枠6の推進中は油圧シリン
ダ25のピストン軸およびラツクギヤ26が進動
して流路切換え部材21が一方の回転端へ回転
し、注入口10が分岐管22を介して給送管20
内の流路に連通されて排出口11が閉塞された状
態で保持され、給送管20内を圧送された生コン
クリートは分岐管22内および注入口10を通じ
て筒型枠6内へ送り込まれる一方、推進筒1が停
止したときには油圧シリンダ25のピストン軸を
図示しない切換え弁の手動操作によつて退動させ
ると、流路切換え部材21が他方の回転端へ反転
し、排出口11が分岐管22を介して給送管20
内の流路に連通されて注入口10が閉塞された状
態で保持され、この状態で、給送管20内へ生コ
ンクリートに代えて水を給送すると、給送管20
内に残留した生コンクリートおよび水を分岐管2
2内および排出口11を通じて筒壁12内へ排出
し、給送管20内および分岐管22内を水で洗浄
することができる。
During propulsion of the propulsion tube 1 and tube form 6, the piston shaft of the hydraulic cylinder 25 and the rack gear 26 move, the flow path switching member 21 rotates to one end of rotation, and the inlet 10 is opened via the branch pipe 22. Feeding pipe 20
The discharge port 11 is maintained in a closed state by communicating with the flow path inside, and the fresh concrete pumped through the feed pipe 20 is sent into the cylindrical form 6 through the branch pipe 22 and the injection port 10. When the propulsion tube 1 is stopped, the piston shaft of the hydraulic cylinder 25 is retracted by manual operation of a switching valve (not shown), and the flow path switching member 21 is reversed to the other end of rotation, and the discharge port 11 is connected to the branch pipe. Feed pipe 20 via 22
The injection port 10 is maintained in a closed state by communicating with the flow path inside the feed pipe 20, and when water is fed into the feed pipe 20 instead of fresh concrete in this state, the feed pipe 20
The fresh concrete and water remaining in the pipe are transferred to branch pipe 2.
2 and into the cylinder wall 12 through the discharge port 11, and the inside of the feed pipe 20 and the inside of the branch pipe 22 can be washed with water.

なお、コンクリート管Cの埋設施工後推進成形
装置Sを横穴の前方に穿設された縦穴内へ突入さ
せて取出すことができる。
In addition, after the concrete pipe C is buried, the propulsion forming device S can be inserted into a vertical hole drilled in front of the horizontal hole and taken out.

続いて、上記した構成をもつ実施例の作用と効
果を説明する。
Next, the operation and effects of the embodiment having the above configuration will be explained.

本例では地中で水平方向へ推進する横向き円筒
状の推進筒1の後端には円筒状の内枠筒7と外枠
筒8とがコンクリート管Cを成形するための間〓
を隔てて内外同心状に並設された筒型枠6を共動
可能に結合し、この筒型枠6とその内方に設置さ
れた筒壁12との間の空間部14内の上端には生
コンクリートを筒型枠6内へ給送するための給送
管20を挿通し、筒壁12の上端には内枠筒7の
上端に開口された注入口10に対向して排出口1
1を開口し、空間部14内の上端には一方の回転
端と、この回転端から180°反転した他方の回転端
とへ回転駆動され、一方の回転端では排出口11
を閉塞し、他方の回転端では注入口10を閉塞す
る中空円盤状の流路切換え部材21を設置してこ
の流路切換え部材21内にはこの流路切換え部材
21が両回転端へ回転した状態では給送管20に
直結状に接続される水平管22aと、この水平管
22aの中央部に直交状に連接されて、流路切換
え部材21が一方の回転端へ回転した状態では注
入口10と水平管22a内の流路とを連通して流
路切換え部材21が他方の回転端へ反転した状態
では排出口11と水平管22a内の流路とを連通
する垂直管22bとを有する分岐管22を共転可
能に設置してある。
In this example, a cylindrical inner frame tube 7 and an outer frame tube 8 are placed at the rear end of a horizontally cylindrical propulsion tube 1 that is propelled horizontally underground.
The cylindrical forms 6 are co-movably connected to each other, and the cylindrical forms 6 are arranged concentrically in parallel with each other, with the cylindrical forms 6 separated from each other. A feed pipe 20 for feeding fresh concrete into the cylindrical form 6 is inserted, and a discharge port 1 is provided at the upper end of the cylindrical wall 12 opposite to the injection port 10 opened at the upper end of the inner frame 7.
1 is opened, and the upper end in the space 14 is rotatably driven to one rotation end and the other rotation end which is reversed by 180 degrees from this rotation end, and the discharge port 11 is opened at the one rotation end.
A hollow disk-shaped flow path switching member 21 is installed to close the inlet 10 at the other end of rotation, and the flow path switching member 21 is rotated to both ends of rotation. In this state, the horizontal pipe 22a is directly connected to the feed pipe 20, and when the flow path switching member 21 is connected perpendicularly to the center of the horizontal pipe 22a and is rotated to one rotation end, there is an inlet. 10 and the flow path in the horizontal pipe 22a, and when the flow path switching member 21 is reversed to the other rotation end, the vertical pipe 22b communicates the discharge port 11 with the flow path in the horizontal pipe 22a. The branch pipe 22 is installed so that it can rotate together.

したがつて、コンクリート管の搬送作業や移動
作業を排除して労力や作業時間を節減しうるとと
もに、コンクリート管の埋設工事を安全化及び合
理化しうる効果がある。
Therefore, it is possible to save labor and working time by eliminating the work of conveying and moving the concrete pipe, and there is an effect that the burying work of the concrete pipe can be made safer and more rational.

また、推進筒1及び掘削刃2が硬質地盤に突当
つて停止したときには流路切換え部材21を反転
させて筒型枠6内への生コンクリートの圧送を停
止するとともに、給送管20への生コンクリート
の圧送を停止して給送管20へ水を圧送し、給送
管20に残留した生コンクリートを排出口11か
ら排出して給送管20内を洗浄することができ
る。
Furthermore, when the propulsion tube 1 and excavation blade 2 hit the hard ground and stop, the flow path switching member 21 is reversed to stop the pressure feeding of the ready-mixed concrete into the cylindrical form 6, and also to stop the feed of fresh concrete into the feed pipe 20. The inside of the feed pipe 20 can be cleaned by stopping the pressure feeding of the fresh concrete, forcing water to the feed pipe 20, and discharging the fresh concrete remaining in the feed pipe 20 from the discharge port 11.

そして、推進筒1及び筒型枠6を推進させなが
らコンクリート管Cを成形するため、成形したコ
ンクリート管の長さが増大しても推進筒1を推進
させるための押圧力が常に一定となつて推進筒1
を的確に推進させることができ、従来の工法にお
いて既に成形されたコンクリート管を打込み施工
したときにコンクリート管の連接数の増加に伴つ
てコンクリート管と地盤との摺接抵抗が増大して
コンクリート管の打込みに要する押圧力が増大す
る不具合を解消しうる効果がある。
Since the concrete pipe C is formed while propelling the propulsion tube 1 and the tube form 6, the pressing force for propelling the propulsion tube 1 remains constant even if the length of the formed concrete pipe increases. Propulsion tube 1
When concrete pipes that have already been formed are placed in conventional construction methods, the sliding resistance between the concrete pipes and the ground increases as the number of connected concrete pipes increases. This has the effect of eliminating the problem of increased pressing force required for driving.

(発明の効果) 本発明は前記したように構成したことによつ
て、生コンクリートを筒型内へ的確に給送するこ
とができるとともに、生コンクリートの打設後、
給送管への生コンクリートの給送を中止したとき
に給送管内を洗浄する作業を簡易化および能率化
することができる。
(Effects of the Invention) By having the configuration as described above, the present invention can accurately feed fresh concrete into the cylinder, and after pouring the fresh concrete,
When the feeding of ready-mixed concrete to the feeding pipe is stopped, the work of cleaning the inside of the feeding pipe can be simplified and made more efficient.

【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、第1図
は推進成形装置の縦断面図、第2図は第1図のX
1−X1線断面図、第3図は同じくX2−X2線
拡大断面図、第4図は第3図のX3−X3線断面
図である。 1……推進筒、6……筒型枠、7……内枠筒、
8……外枠筒、10……注入口、11……排出
口、12……筒壁、20……給送管、21……流
路切換え部材。
The drawings show one embodiment of the present invention, and FIG. 1 is a longitudinal cross-sectional view of the thrust forming device, and FIG.
3 is an enlarged sectional view taken along the line X2-X2, and FIG. 4 is a sectional view taken along the line X3-X3 of FIG. 3. 1... Propulsion tube, 6... Cylinder form, 7... Inner frame tube,
8... Outer frame tube, 10... Inlet, 11... Outlet, 12... Cylinder wall, 20... Feeding pipe, 21... Channel switching member.

Claims (1)

【特許請求の範囲】 1 地中で水平方向へ推進する横向き円筒状の推
進筒の後端には円筒状の内枠筒と外枠筒とがコン
クリート管を成形するための間〓を隔てて内外同
心状に並設された筒型枠を共動可能に結合し、こ
の筒型枠とその内方に設置された筒壁との間の空
間部内の上端には生コンクリートを前記筒型枠内
へ給送するための給送管を挿通し、前記筒壁の上
端には前記内枠筒の上端に開口された注入口に対
向して排出口を開口し、前記空間部内の上端には
一方の回転端と、この回転端から180°反転した他
方の回転端とへ回転駆動され、一方の回転端では
前記排出口を閉塞し、他方の回転端では前記注入
口を閉塞する中空円盤状の流路切換え部材を設置
してこの流路切換え部材内にはこの流路切換え部
材が両回転端へ回転した状態では前記給送管に直
結状に接続される水平管と、この水平管の中央部
に直交状に連接されて、前記流路切換え部材が一
方の回転端へ回転した状態では前記注入口と前記
水平管内の流路とを連通して前記流路切換え部材
が他方の回転端へ反転した状態では前記排出口と
前記水平管内の 流路とを連通する垂直管と、を有する分岐管を共
転可能に設置したことを特徴とするコンクリート
管の推進成形装置。
[Claims] 1. At the rear end of a horizontally cylindrical propulsion tube that is propelled horizontally underground, a cylindrical inner frame tube and an outer frame tube are separated by a gap for forming a concrete pipe. The cylindrical forms arranged concentrically on the inside and outside are joined together so that they can move together, and fresh concrete is applied to the upper end of the space between the cylindrical form and the cylindrical wall installed inside the cylindrical form. A feed pipe for feeding the inner frame is inserted, a discharge port is opened at the upper end of the cylinder wall opposite to an injection port opened at the upper end of the inner frame cylinder, and a discharge port is opened at the upper end of the inner frame cylinder. A hollow disk-like shape that is rotatably driven between one rotating end and the other rotating end that is reversed by 180 degrees from this rotating end, and which closes the outlet at one rotating end and closes the inlet at the other rotating end. A flow path switching member is installed, and in this flow path switching member there is a horizontal pipe that is directly connected to the feed pipe when the flow path switching member is rotated to both rotation ends, and a horizontal pipe that is directly connected to the feed pipe. The flow path switching member is connected orthogonally to the central portion, and when the flow path switching member is rotated to one rotation end, the inlet and the flow path in the horizontal pipe are communicated, and the flow path switching member rotates to the other rotation end. A concrete pipe propulsion forming apparatus, characterized in that a branch pipe having a vertical pipe that communicates the discharge port and a flow path in the horizontal pipe in a reversed state is installed so as to be rotatable together.
JP61091776A 1986-04-21 1986-04-21 Propulsion molding equipment for concrete pipe Granted JPS62248799A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP61091776A JPS62248799A (en) 1986-04-21 1986-04-21 Propulsion molding equipment for concrete pipe

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP61091776A JPS62248799A (en) 1986-04-21 1986-04-21 Propulsion molding equipment for concrete pipe

Publications (2)

Publication Number Publication Date
JPS62248799A JPS62248799A (en) 1987-10-29
JPH0511197B2 true JPH0511197B2 (en) 1993-02-12

Family

ID=14035986

Family Applications (1)

Application Number Title Priority Date Filing Date
JP61091776A Granted JPS62248799A (en) 1986-04-21 1986-04-21 Propulsion molding equipment for concrete pipe

Country Status (1)

Country Link
JP (1) JPS62248799A (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2007169982A (en) * 2005-12-21 2007-07-05 Gifu Kogyo Co Ltd Form for placing concrete

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2011241579A (en) * 2010-05-17 2011-12-01 Taiko Corp Bypass valve for slurry feeding/discharging pipes and excavator used in jacking method

Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS58111294A (en) * 1981-12-24 1983-07-02 株式会社東芝 Output display unit for induction heating cooking device
JPS5924099A (en) * 1982-08-02 1984-02-07 鹿島建設株式会社 Method of shield construction

Patent Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS58111294A (en) * 1981-12-24 1983-07-02 株式会社東芝 Output display unit for induction heating cooking device
JPS5924099A (en) * 1982-08-02 1984-02-07 鹿島建設株式会社 Method of shield construction

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2007169982A (en) * 2005-12-21 2007-07-05 Gifu Kogyo Co Ltd Form for placing concrete

Also Published As

Publication number Publication date
JPS62248799A (en) 1987-10-29

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