JPS62248799A - Propulsion molding equipment for concrete pipe - Google Patents
Propulsion molding equipment for concrete pipeInfo
- Publication number
- JPS62248799A JPS62248799A JP61091776A JP9177686A JPS62248799A JP S62248799 A JPS62248799 A JP S62248799A JP 61091776 A JP61091776 A JP 61091776A JP 9177686 A JP9177686 A JP 9177686A JP S62248799 A JPS62248799 A JP S62248799A
- Authority
- JP
- Japan
- Prior art keywords
- propulsion
- concrete
- cylinder
- cylindrical
- pipe
- 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
Links
- 238000000465 moulding Methods 0.000 title description 2
- 238000002347 injection Methods 0.000 claims description 7
- 239000007924 injection Substances 0.000 claims description 7
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 14
- 230000000694 effects Effects 0.000 description 4
- 238000009412 basement excavation Methods 0.000 description 2
- 238000010276 construction Methods 0.000 description 2
- 238000009415 formwork Methods 0.000 description 2
- 238000005086 pumping Methods 0.000 description 2
- 238000004891 communication Methods 0.000 description 1
- 238000007599 discharging Methods 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 238000005192 partition Methods 0.000 description 1
- 230000002093 peripheral effect Effects 0.000 description 1
- 238000009751 slip forming Methods 0.000 description 1
- 238000009423 ventilation Methods 0.000 description 1
Classifications
-
- Y—GENERAL 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
- Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
- Y02E—REDUCTION OF GREENHOUSE GAS [GHG] EMISSIONS, RELATED TO ENERGY GENERATION, TRANSMISSION OR DISTRIBUTION
- Y02E10/00—Energy generation through renewable energy sources
- Y02E10/20—Hydro energy
Landscapes
- Lining And Supports For Tunnels (AREA)
- Excavating Of Shafts Or Tunnels (AREA)
- Underground Structures, Protecting, Testing And Restoring Foundations (AREA)
Abstract
(57)【要約】本公報は電子出願前の出願データであるた
め要約のデータは記録されません。(57) [Summary] This bulletin contains application data before electronic filing, so abstract data is not recorded.
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J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 device for forming concrete pipes and horizontally burying the pipes 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対
し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った。(Problems to be Solved by the Invention) In the case of the above-mentioned construction method, an excessive pressing force is required to push the concrete pipe, making it difficult to bury concrete or the like 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)
本発明は地中で水平方向へ推進させるために横向き円筒
状に形成された推進筒の後方にはこの推進筒の移動跡に
生コンクリートを打設してコンクリート管を成形するた
めに円筒状の内枠筒と外枠筒とが内外に並設された筒型
枠を同心状にN設し、前記筒型枠と、この筒型枠の内方
に並設された筒壁との間の空間部内には前記筒型枠内へ
生コンクリ−1−を圧送するための給送管を挿通すると
ともに、前記空間部内には前記給送管を前記内枠筒の上
端に開口された注入口と、前記筒壁の上端に開口された
排出口とに対し選択的に連通させるために駆動制御され
る流路切換え部材を設置した推進成形装置を要旨とする
ものである。(Means for Solving the Problems) The present invention involves placing ready-mixed concrete at the rear of a horizontally cylindrical propulsion cylinder for horizontal propulsion underground. In order to form a concrete pipe, a cylindrical formwork in which a cylindrical inner frame tube and an outer frame tube are arranged side by side inside and outside is installed concentrically. A feed pipe for pressure-feeding fresh concrete 1- into the cylindrical frame is inserted into the space between the cylinder walls arranged in parallel, and the feed pipe is inserted into the space. The gist of the present invention is a propulsion molding device equipped with a flow path switching member that is driven and controlled to selectively communicate between an inlet opened at the upper end of the frame cylinder and an outlet opened at the upper end of the cylinder wall. It is something to do.
(作 用)
本発明装置はコンクリート管の埋設工事に際し、横向き
円筒状の推進筒を地中で水平方向へ推進させながら、こ
の推進筒に従動して前進する筒型枠内に生コンクリート
を圧送して充填させ、筒型枠内の生コンクリートを蒸気
で加熱して推進筒の移動跡に対しコンクリート管を連続
的に成形しながら地中に埋設施工するように構成したも
のである。(Function) When burying a concrete pipe, the device of the present invention propels a horizontally cylindrical propulsion tube horizontally underground, and pumps fresh concrete into the cylinder form that moves forward following the propulsion tube. The structure is such that the fresh concrete in the cylindrical form is heated with steam, and the concrete pipe is continuously formed along the track of the movement of the propulsion tube while being buried underground.
(実施例) 次に、本発明の一実施例を図面にしたがって説明する。(Example) Next, one embodiment 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のぼ1開口部付近の地盤を回転動作によ
って掘削するために放射状に配列されて油圧アクチュエ
ータで回転駆紡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rA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, a radial cylinder is used to excavate the ground near the opening of the propelling cylinder 1 by rotational movement. A suitable number of cutting blades 2 arranged in a row and rotated by a hydraulic actuator are rotatably supported in a concentric manner, and a water supply pipe is connected to a water supply system on the ground near the center of the inner peripheral surface of the propulsion cylinder 1. 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 ejection rA 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!11
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
の良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の紡郡上端には給送管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が間口されるとともに
、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WI
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って筒型枠6内の全周にわたって
充填させるために周方向に配列された多数個のIf 1
71バイブレータ27〜27が固定されている。Place fresh concrete on the site where the propulsion tube 1 was moved and replace the propulsion tube 1.
Promoted to create concrete pipes during the promotion of! 11
A cylinder frame 6 connected to the rear of the cylinder frame 6 is fitted to the rear end of the propulsion cylinder 1 so as to be able to move together with the cylinder frame 6, and a cylindrical inner frame cylinder 7 and this inner frame The inner frame tube 7 is connected to the front end of the tube 7 via the connecting plate 9 and is fitted around the front part of the inner frame tube 7.
An outer frame cylinder 8, which has been shortened due to its superiority, is arranged concentrically on the inside and outside, and at the upper end of the inner frame cylinder 7, ready-mixed concrete, which is pumped through the feed pipe 20, is transferred to the upper end of the cylinder form 6. A pair of injection ports 10 and 10 are opened in the front and rear for injection, and a large number of small holes 7a and 7a are provided in the inner frame tube 7 to drain moisture in the fresh concrete, and Inner frame WI
On the back side of the cylindrical form 6, a large number of If 1 are arranged in the circumferential direction in order to fill the entire circumference of the cylindrical form 6 with the fresh concrete injected from the upper end of the cylindrical form 6 by vibration action.
71 vibrators 27-27 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!!13Bを介して一体状
に連結され、その上端には両性入口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
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
を短縮するだ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−1・管Cが所定長に成形される毎にm壁1
2と同形の押圧筒が筒壁12の後方に連接される。The cylindrical walls 12 arranged in parallel inside the cylindrical frame 6 are spaced apart from the inner frame 7 by the front and rear walls 13A, 13A, and the space between them. ! The cylinder wall 12
In order to shorten the hardening time of the fresh concrete filled in the cylindrical form 6, a space 14 formed circumferentially between the cylindrical form 6 and the cylindrical form 6 is connected to an above-ground steam supply device. A steam pipe 15 is inserted, and the steam ejected from the steam pipe 15 fills the space 14 through a large number of ventilation holes 16 penetrated through each partition wall 13B, and the ready-mixed concrete in the cylindrical form 6 is heated. be done. In addition, the cylinder wall 12 is pressed forward by a hydraulic pressure device (not shown) in order to propel the propulsion cylinder 1 forward, and each time the concrete 1/pipe C is formed into a predetermined length, the cylinder wall 12 is pressed forward.
A press cylinder having the same shape as 2 is connected to the rear of the cylinder wall 12.
推31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(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って油圧回路の流通調整弁を手動
操作し、投光線19aの偏位方向及び偏位間に対応して
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。Thrust 31 In order to correct the propulsion direction of the cylinder 1, an appropriate number of pieces (four in this example) are attached to the rear part of the inner circumferential surface of the thrust cylinder 1 and interposed between the water tank 4 and the cylinder frame 6. ) are arranged at equal intervals in the circumferential direction, with the tips of their respective piston shafts 17 a in contact with the front end surface of the cylinder frame 6 via the balls 18 , and are arranged at equal intervals in the circumferential direction. The light beam 19a of the floodlight 19, which is installed facing backward, is the concrete pipe C.
When the projection beam 19a deviates from the central axis, the direction and amount of the deviation are read by a reader outside the side hole, and the flow adjustment valve of the hydraulic circuit is manually operated to correspond to the direction and amount of deviation of the projection beam 19a. Then, the piston shaft 17a of each hydraulic cylinder 17 is controlled to advance and retreat, thereby correcting the eccentric movement of the propulsion tube 1, so that the propulsion tube 1 can move straight concentrically with the concrete pipe C.
それぞれ中空円盤状に形成された前後1対の流路切換え
部材21.21は給送管20を注入口10及び排出口1
1の一方に対し選択的に連通させて推進筒1の推進中は
筒型枠6内に生コンクリートを圧送しかつ推進n1が推
進途中で停止したときには筒型枠6内へ生コンクリート
の送入を休止して給送管20内を水で洗浄するために空
間部14内の上端に対し両性入口10及び再拝出口11
に対しそれぞれ開閉可能に対置され、この両流路切換え
部材21には給水管20に対し直結状に接続された水平
管22aと、この水平管22aの中央部に対し直交状に
連接されて注入口10及び排出口11に対し選択的に連
通される垂直管22bとを備えたT型状の分岐管22が
それぞれ内設されるとともに、両流路切換え部材21の
中心部にそれぞれ横比された軸部21aにはビニオン2
4がそれぞれ嵌古されて、油圧シリンダ25のピストン
軸に取着したラックギヤ26と噛合され、油圧シリンダ
25のピストン軸及びラックギヤ26の進動でビニオン
24及び軸部21aが正逆に回転して流路切換え部材2
1が1800の範囲で正逆に回動制御される。そして、
推進筒1及び筒型枠6の推進中は油圧シリンダ25のビ
ス]・ン軸及びラックギヤ26が進動した状態で保持さ
れ、かつ流路切換え部材21は分岐管22の垂直管22
bが注入口10に連通された状態で保持され、給送管2
0内を圧送される生コンクリートは分岐管22及び注入
口10を通じて筒型枠6内へ送入される一方、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で退勤させ、流路切換え部
材21を180゜反転させて分岐管22の垂直管22b
を排出口11に連通させ、この状態で図示しない切換え
弁を手動操作して給送管20内に対し生コンクリートに
代えて水を圧送し、給送管20内の生コンクリートを垂
直管22b及び排出口11から筒壁12内へ排出し、次
に水を排出口11から排出して給送管20内及び分岐管
22内を水で洗浄することができる。A pair of front and rear flow path switching members 21 and 21 each formed in a hollow disk shape connects the feed pipe 20 to the inlet 10 and the outlet 1.
1 to selectively communicate with one of the cylinders 1 to force feed fresh concrete into the cylinder form 6 while the propulsion cylinder 1 is being propelled, and to feed the fresh concrete into the cylinder form 6 when the propulsion cylinder n1 stops mid-propulsion. In order to stop the operation and wash the inside of the feed pipe 20 with water, an amphoteric inlet 10 and a re-breathing outlet 11 are connected to the upper end of the space 14.
The flow path switching member 21 has a horizontal pipe 22a directly connected to the water supply pipe 20, and a horizontal pipe 22a connected orthogonally to the center of the horizontal pipe 22a. T-shaped branch pipes 22 each having a vertical pipe 22b that selectively communicates with the inlet 10 and the outlet 11 are installed therein, and are horizontally arranged in the center of both flow path switching members 21, respectively. A pinion 2 is attached to the shaft portion 21a.
4 are fitted and meshed with the rack gear 26 attached to the piston shaft of the hydraulic cylinder 25, and the pinion 24 and the shaft portion 21a rotate in forward and reverse directions as the piston shaft of the hydraulic cylinder 25 and the rack gear 26 move forward. Flow path switching member 2
Rotation is controlled in forward and reverse directions within a range of 1800 degrees. and,
During the propulsion of the propulsion tube 1 and tube form 6, the screw shaft and rack gear 26 of the hydraulic cylinder 25 are held in a moving state, and the flow path switching member 21 is connected to the vertical pipe 22 of the branch pipe 22.
b is held in communication with the injection port 10, and the feed pipe 2
The fresh concrete pumped through the tube 1 is fed into the cylindrical form 6 through the branch pipe 22 and the injection port 10.
When the piston shaft of the hydraulic cylinder 25 is stopped, the piston shaft of the hydraulic cylinder 25 is turned off by manual operation of a switching valve (not shown), the flow path switching member 21 is reversed by 180 degrees, and the vertical pipe 22b of the branch pipe 22 is turned off.
is connected to the discharge port 11, and in this state, a switching valve (not shown) is manually operated to force feed water into the feed pipe 20 instead of the ready-mixed concrete, and the ready-mixed concrete in the feed pipe 20 is transferred to the vertical pipes 22b and 22b. The water can be discharged from the discharge port 11 into the cylinder wall 12, and then the water can be discharged from the discharge port 11 to wash the inside of the feed pipe 20 and the branch pipe 22 with water.
なお、コンクリート管Cの埋設施工後前記推進成形装置
Sを横穴の前方に穿設された縦穴内に突入させて取出す
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.
さて、コンクリート管の埋設工事に際し、縦穴内に装入
した推進成形袋@Sを筒壁12を介して油圧装置で横方
向へ押圧すると同時に、掘削刃2を回転駆動しかつ噴射
管5から水を噴射して前方の地盤を掘削しながら推進筒
1を前方へ推進させるとともに、推進筒1に従動して前
進する筒型枠6内へ給送管20、両流路切換え部材21
を通じて生コンクリートを圧送し、筒型枠6内に生コン
クリートを充填しながら空間部14内に送入された蒸気
で加熱し、筒型枠6の前進に伴ってコンクリート管Cを
連続的に造成しながら地中に埋設施工することができる
。Now, when burying a concrete pipe, the propelling molded bag @S charged into the vertical hole is pushed in the horizontal direction by a hydraulic device through the cylinder wall 12, and at the same time, the excavation blade 2 is rotationally driven and water is poured from the injection pipe 5. is injected to propel the propulsion tube 1 forward while excavating the ground in front, and the feed pipe 20 and both flow path switching member 21 are fed into the tube form 6 which moves forward following the propulsion tube 1.
The fresh concrete is pumped through the cylinder form 6, and while being filled with the fresh concrete, it is heated by the steam introduced into the space 14, and concrete pipes C are continuously created as the cylinder form 6 moves forward. It can be buried underground while
したがって、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W減しうるとともに、コンクリ
−1−I&の埋設工事を安全化及び合理化しうる効果が
ある。Therefore, labor and work time can be reduced by eliminating the work of conveying and moving the concrete pipe, and the burying work of concrete 1-I& can be made safer and more rational.
また、推進筒1及び掘削刃2が硬質地盤に突当って停止
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−1・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2
0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11h1ら排出して給送管20内を洗浄するこ
とができる。In addition, when the propulsion tube 1 and the excavation blade 2 hit hard ground and stop, the flow path switching member 21 is reversed and the tube formwork 6 is rotated.
At the same time, the pressure feeding of the ready-mixed concrete to the feed pipe 20 is stopped and the feed pipe 2 is stopped.
The inside of the feed pipe 20 can be cleaned by pumping water to the feed pipe 20 and discharging the fresh concrete remaining in the feed pipe 20 from the discharge port 11h1.
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
常に一定となって推進筒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
に伴っ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. The propulsion tube 1 can be propelled accurately, and when concrete pipes that have already been formed are placed in conventional construction methods, the sliding resistance between the concrete pipe 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 pouring concrete pipes.
(発明の効果)
すなわら、本発明は地中で水平方向へ推進させるために
横向き円筒状に形成された推進筒の後方にはこの推進筒
の移動跡に生コンクリートを打設してコンクリート管を
成形するために円筒状の内枠筒と外枠筒とが内外に並設
された筒型枠を同心状に連設し、前記筒型枠と、この筒
型枠の内方に並設された筒壁との間の空間部内には前記
筒型枠内へ生コンクリートを圧送するための給送管を挿
通するとともに、前記空間部内には前記給送管を前記内
枠筒の上端に開口された注入口と、前記筒壁の上端に開
口された排出口とに対し選択的に連通させるために駆!
It ft、II illされる流路切換え部材を設置
したことによって、コンクリート管の埋設工事に要する
労力を面域しかつこの埋設工事を安全化及び合理化しう
る効果を有する。(Effects of the Invention) In other words, the present invention has the following advantages: At the rear of a propulsion tube formed in a horizontally cylindrical shape for horizontal propulsion underground, fresh concrete is poured on the trail of movement of the propulsion tube. In order to form a tube, a cylindrical form in which a cylindrical inner frame and an outer frame are arranged side by side inside and outside is arranged concentrically, and the cylindrical form and the inner side of this cylindrical form are arranged side by side. A feed pipe for pumping fresh concrete into the cylindrical form is inserted into the space between the provided cylinder wall, and the feed pipe is inserted into the space between the inner frame and the upper end of the inner frame cylinder. In order to selectively communicate with the inlet opened at the top of the cylinder wall and the discharge port opened at the upper end of the cylinder wall, a drive is made!
By installing the flow path switching member that can be used in both directions, it has the effect of reducing the labor required for burying the concrete pipe and making the burying work safer and more rational.
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Xl−X1線所面
図、第3図は同じ<X2−X2線拡大断面図、第4図は
第3図のX3−X3i!!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, in which Fig. 1 is a longitudinal cross-sectional view of the propulsion forming device, Fig. 2 is a cross-sectional view taken along the line Xl-X1 in Fig. 1, and Fig. 3 is a cross-sectional view taken along the line The line enlarged sectional view, FIG. 4, is X3-X3i of FIG. 3! ! FIG. 1... Propulsion tube 6... Cylinder form frame 7... Inner frame Cylinder 8... Outer frame Cylinder 10... Inlet port 11... Outlet port 12... Cylinder wall 20. ...Feeding pipe 21...Flow path switching member
Claims (1)
された推進筒の後方にはこの推進筒の移動跡に生コンク
リートを打設してコンクリート管を成形するために円筒
状の内枠筒と外枠筒とが内外に並設された筒型枠を同心
状に連設し、前記筒型枠と、この筒型枠の内方に並設さ
れた筒壁との間の空間部内には前記筒型枠内へ生コンク
リートを圧送するための給送管を挿通するとともに、前
記空間部内には前記給送管を前記内枠筒の上端に開口さ
れた注入口と、前記筒壁の上端に開口された排出口とに
対し選択的に連通させるために駆動制御される流路切換
え部材を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。Behind the horizontally cylindrical propulsion tube for horizontal propulsion underground, a cylindrical inner frame tube is placed behind the propulsion tube to form a concrete pipe by pouring ready-mixed concrete into the movement trace of the propulsion tube. A cylindrical form in which a cylindrical frame and an outer frame cylinder are arranged side by side inside and outside are arranged concentrically, and in a space between the cylindrical form and a cylindrical wall arranged in parallel inside the cylindrical form. A feed pipe for pressure-feeding fresh concrete into the cylindrical form is inserted into the space, and an injection port opened at the upper end of the inner frame cylinder and an injection port opened at the upper end of the inner frame cylinder are inserted into the space. 1. A concrete pipe propulsion forming device, characterized in that a flow path switching member that is driven and controlled is installed to selectively communicate with a discharge port opened at an upper end.
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 true JPS62248799A (en) | 1987-10-29 |
JPH0511197B2 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)
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 |
Families Citing this family (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP4969096B2 (en) * | 2005-12-21 | 2012-07-04 | 岐阜工業株式会社 | Concrete formwork |
Citations (2)
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 |
-
1986
- 1986-04-21 JP JP61091776A patent/JPS62248799A/en active Granted
Patent Citations (2)
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)
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 |
Also Published As
Publication number | Publication date |
---|---|
JPH0511197B2 (en) | 1993-02-12 |
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