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JPS6041200B2 - Backfilling material injection and mixing device for lining for shield construction - Google Patents
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JPS6041200B2 - Backfilling material injection and mixing device for lining for shield construction - Google Patents

Backfilling material injection and mixing device for lining for shield construction

Info

Publication number
JPS6041200B2
JPS6041200B2 JP55016303A JP1630380A JPS6041200B2 JP S6041200 B2 JPS6041200 B2 JP S6041200B2 JP 55016303 A JP55016303 A JP 55016303A JP 1630380 A JP1630380 A JP 1630380A JP S6041200 B2 JPS6041200 B2 JP S6041200B2
Authority
JP
Japan
Prior art keywords
valve
check valve
injection
setting accelerator
cement mortar
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
JP55016303A
Other languages
Japanese (ja)
Other versions
JPS56111799A (en
Inventor
徹也 瀧川
孝志 池川
律子 香山
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.)
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 JP55016303A priority Critical patent/JPS6041200B2/en
Publication of JPS56111799A publication Critical patent/JPS56111799A/en
Publication of JPS6041200B2 publication Critical patent/JPS6041200B2/en
Expired legal-status Critical Current

Links

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  • Lining And Supports For Tunnels (AREA)

Description

【発明の詳細な説明】 本発明は主としてトンネル堀削、シールド工法による埋
設管工事等における覆工セグメントの組立部の裏込めセ
メントモルタルなど二液混合による早期凝固型の注入材
を、複数の直列に配した逆止弁機構の作動を利用して合
理的に凝結促進剤側の供給障害を排除すると共に、混合
を効率よく行なわせるよに構成したシールド工事用覆工
体の裏込め村注入混合装置に関するものである。
DETAILED DESCRIPTION OF THE INVENTION The present invention mainly uses a two-component mixture of early solidifying injection materials, such as backfill cement mortar, for the assembly of lining segments in tunnel excavation, underground pipe construction using the shield method, etc. Backfill injection mixing for shield construction lining body configured to rationally eliminate supply failure on the setting accelerator side and to perform mixing efficiently by utilizing the operation of the check valve mechanism installed in the It is related to the device.

軟弱地盤等のトンネル堀削工事には周知の如くシールド
工法が多く採用されており、その掘削作業位置の後部で
は所要径に絹組立られる鋼製の覆工用セグメント(以下
単にセグメントと称する)を組立、更にこのセグメント
と掘削後の地盤との間の空間部にセメントモルタル等の
裏込め材を注入充填し、これを結させていることは周知
の通りであり、この裏込め材の注入に際してはクレーサ
ンドのような細骨材とボルトランドセメントとを水で混
線したセメントモルタルと、凝結促進剤(主として桂酸
ソーダ溶液)とを所要量注入直前箇所で混合しつつ注入
しているが、注入作業が終った時点で髪込め材の供給を
停止すると注入管端部に注入背圧が作用して混合部で凝
結促進剤の供給側に菱込め材が逆流したり、或いはセメ
ントモルタル側に凝結促進剤が逆流したりして注入管の
混合部から先で愛込め材が凝固し、次の注入作業に支障
を来たすことになる。
As is well known, the shield method is often used for tunnel excavation work on soft ground, etc., and at the rear of the excavation work position, steel lining segments (hereinafter simply referred to as segments) are assembled to the required diameter. It is well known that the space between this segment and the ground after excavation is injected and filled with a backfilling material such as cement mortar and tied together. In this method, a cement mortar made by mixing fine aggregate such as clay sand and Boltland cement with water and a setting accelerator (mainly a sodium citrate solution) are mixed and injected immediately before injection. If the supply of hair filler is stopped when the injection work is completed, injection back pressure will act on the end of the injection pipe, causing the filler to flow back to the setting accelerator supply side in the mixing section, or to the cement mortar side. The coagulation accelerator may flow backwards, causing the material to coagulate beyond the mixing section of the injection tube, causing problems in the next injection operation.

そこでこの種の作業における二液の混合部において凝結
促進剤側に逆止弁を付設し、該逆止弁を液の圧送力で押
開いてセメントモルタル内に凝結促進剤を送り込み混合
させるように工夫されているが、数回にわたって注入、
停止の作業を繰返し行なっているうちに、この逆止弁の
弁子と弁座との間に次第に二液が反応して凝結した固形
物が付着しやすくなり、これが累積的に付着して弁の機
能を阻害するのみならず、弁座の周辺の流通路を狭めて
凝結促進剤の流出量が低下する事態が生すことになる。
Therefore, in this type of work, a check valve is attached to the setting accelerator side in the mixing section of the two liquids, and the check valve is pushed open by the force of the liquid to feed and mix the setting accelerator into the cement mortar. Although it is devised, it is injected several times,
As the stopping operation is repeated, the two liquids gradually react between the valve element and the valve seat, causing condensed solids to adhere to the space, and this accumulates and causes the valve to become damaged. This not only impairs the function of the valve seat, but also narrows the flow path around the valve seat, resulting in a decrease in the amount of coagulation accelerator flowing out.

ところが、この現象は外部から明視することができない
のでセグメントリングに裏込め注入した裏込め材が予定
した凝結に要する時間を確保できないことになるので、
地盤が緩み易い場所では地盤の賭崩落が生ずるおそれが
あり、危険を伴なうことになるので裏込め材注入作業の
管理者は前記したよな浪合部の点検を頻繁に行なわなけ
ればならず、そのためには注入作業が休止の時間帯にお
いて混合器を分解しも殊に凝結促進剤供給側の逆止弁部
分の分解清掃を行なわねばならず、非常に手数を要し不
都合なである。本発明は斯かる問題点を解決し、頻繁な
分解点検や注入作業終了後の注入警部の清掃を容易にし
「即ち裏込め注入時の凝結条件を設定適切こ維持できて
、しかも後処理が至極簡別に行なえて確実な裏込め材の
注入が実施できるようにした合理的な裏込め材混合注入
装置を提供することにある。
However, since this phenomenon cannot be clearly seen from the outside, it will not be possible to secure the time required for the backfill material injected into the segment ring to solidify as planned.
In places where the ground is easily loosened, there is a risk of the ground collapsing, which is dangerous, so the manager of the backfill material injection work must frequently inspect the joints as described above. For this purpose, it is necessary to disassemble the mixer during the period when the injection operation is stopped, and in particular, to disassemble and clean the check valve portion on the coagulation accelerator supply side, which is very time-consuming and inconvenient. The present invention solves these problems, facilitates frequent disassembly inspections and cleaning of the injection inspector after injection work is completed, and makes it possible to set and maintain appropriate coagulation conditions during backfill injection, and to simplify post-processing. It is an object of the present invention to provide a rational backfilling material mixing and injection device which enables easy and reliable injection of backfilling material.

本発明にては二液の混合室に対する凝結促進部の供給側
には該濠合室までの間に複数の逆止弁を適宜間隔をおい
て配設し、庄送される液流立によって各逆止弁に生ずる
チャタリングによる液流への振動作用と、混合部へ突出
した位置の逆止弁の弁子と弁座との間に狭い環状の間隙
を形成するようにして液を噴射流出せしめる作用とを併
用せしめ、凝結閉塞現象が全く生じない構成となし、か
つ混合を促進せしめて、長時間にわたり正常な運転が行
ない得るよにした混合装置を提供するものである。
In the present invention, a plurality of check valves are disposed at appropriate intervals on the supply side of the condensation accelerator to the two-liquid mixing chamber up to the moat combining chamber, so that the flow of the liquid flowing The vibration effect on the liquid flow due to the chattering that occurs in each check valve, and the liquid is injected out by forming a narrow annular gap between the valve element and the valve seat of the check valve protruding into the mixing section. The present invention provides a mixing device which has a structure in which no condensation and clogging phenomenon occurs at all, and which promotes mixing and allows normal operation for a long period of time.

以下本発明装置をその一実施例について図面により具体
的に説明すれば次の通りである。
Hereinafter, one embodiment of the apparatus of the present invention will be specifically explained with reference to the drawings.

第1図に示すものは最も代表的なものであって「 1は
混合装置本体、2は混合室であって、セメントモルタル
の供給管路4と接続口3で直結されており、5は混合さ
れた裏込め材の注入管接続部である。1川ま凝結促進剤
供給側に配した噴出体、7は該噴出体10と凝結促進剤
の供給管6援続体20との連結片で、噴出体10と接続
体20とが直交して連結されるよう通孔7′と接続ねじ
部8,8′とを備えている。
The one shown in Figure 1 is the most typical one, and 1 is the mixing device main body, 2 is the mixing chamber, which is directly connected to the cement mortar supply pipe 4 through the connection port 3, and 5 is the mixing chamber. 1 is a spouting body disposed on the setting accelerator supply side, and 7 is a connection piece between the spouting body 10 and the setting accelerator supply pipe 6 connecting body 20. , a through hole 7' and connecting screw portions 8, 8' are provided so that the ejecting body 10 and the connecting body 20 are orthogonally connected.

而して噴出体IQは、本体1の混合室2に向け直交して
螺着される筒状本体11と、その内部に前半部が小径で
後半部が太径の段付孔蔓2内に、その小窪部に鉄設した
ブッシュ13先端の弁座14と「該弁座14に円錐面1
5′を当援せしめてばね18力で閉止支持される弁子1
5と、該弁子15の弁好16部に隊挿して座片19を介
し村端部にナット亀9′止めされたちまね受片亀とブッ
シュ亀3後端との間に介在する巻もまね18とにより形
成する弁閉止手段とにより構成された逆止弁V2を所有
しており、筒状本体亀 亀の先端部は混合室2内に突出
して、前記弁子15の頭部が収容された状態でその周囲
に適当な環状間隙が形成される寝所18fを設けてある
The jet body IQ has a cylindrical body 11 that is screwed perpendicularly toward the mixing chamber 2 of the body 1, and a stepped hole 2 inside which has a small diameter in the front half and a large diameter in the rear half. , the valve seat 14 at the tip of the bush 13 iron-installed in the small recess, and the conical surface 1 on the valve seat 14.
Valve 1 is closed and supported by the force of spring 18 with support from 5'.
5, and a winding interposed between the catch piece hook 9' and the rear end of the bush hook 3, which is inserted into the valve ring 16 of the valve head 15 and secured to the village end through the seat piece 19. It has a check valve V2 constituted by a valve closing means formed by a cylindrical body 18, the tip of which protrudes into the mixing chamber 2, and the head of the valve 15 is accommodated. A sleeping area 18f is provided around which a suitable annular gap is formed in the closed state.

次に接続体2肌ま段付貫通孔22を穿設した筒状接続本
体2重後機開□部に「先端を弁座24にした接続片2鱈
を蝶着し「該弁座24と段部との間に巻ぱね28を介し
て球型弁子26を弁座24に当援せしめてなる逆止弁V
,が内設してあり、雀連も、ソケット31とニップル3
2とで連結片7の通孔?′に直交して接続してなる。
Next, hinge the connecting piece 2 whose tip is the valve seat 24 to the opening □ part of the cylindrical connecting body with the stepped through hole 22 bored through the skin of the connecting body 2. A check valve V in which a spherical valve 26 is supported by a valve seat 24 via a winding spring 28 between the stepped portion and the stepped portion.
, is installed inside, and the sparrow also has socket 31 and nipple 3.
2 and the through hole of the connecting piece 7? ′ is connected perpendicularly to ′.

斯くの如く構成したことによりべ これを作業現場に持
込んで作業を行なうに際し、セグメントの注入口へは本
体亀の接続部5と周知の手段で高圧ホースを接続しt接
続口3にはセメントモルタル供給管4を繋ぎ「接続体2
川こ凝結促進剤供給管6を繋ぎ、なお両供給管の適所に
は開閉弁(図示せず)を設けておき、注入作業開始の合
図に従って両液を供給すれば、本体1内に送り込まれる
セメントモルタルに対し、所要量の凝結促進剤は該モル
タルよりも高い圧力で送られて接続体20内の逆止弁V
,機構と噴出体竃0内の逆止弁V2機構を介して混合室
2に送入されるのであり、この際談凝結促進剤は先づ逆
止弁V,の球型弁子26をばね2縞力に抗して押し開い
て貫通孔22内から通孔奮′を通り魔出体10の段付孔
12内に到りトここで弁子15をばね亀8力に抗して押
開き、弁座骨4と該弁子蔓5の円錐面15′とによって
形成される狭い環状間隙より混合室2内に噴射流入し、
直進するセメントモルタルの流れに対し凝結促進剤を直
交させて噴射せしめることで混合室内で激しく鰯梓させ
、その結果両液は急速に混合されて注入管接続部5より
注入管に送られ「セグメント背後の空隙部に注入される
With this configuration, when carrying this product to a work site for work, a high-pressure hose is connected to the injection port of the segment by the connection part 5 of the main body by well-known means, and cement is connected to the connection port 3 of the segment. Connect the mortar supply pipe 4 and
The coagulation accelerator supply pipes 6 are connected, and opening/closing valves (not shown) are provided at appropriate locations on both supply pipes, and both liquids are fed into the main body 1 according to the signal to start the injection work. The required amount of setting accelerator is delivered to the cement mortar at a higher pressure than the mortar to the check valve V in the connection body 20.
, mechanism and the check valve V2 mechanism in the ejector chamber 0, and the setting accelerator is fed into the mixing chamber 2 through the check valve V2 mechanism in the ejector chamber 0. The valve 15 is pushed open against the force of the two stripes, passes through the through hole ``from inside the through hole 22, and reaches the stepped hole 12 of the magic body 10. Here, the valve 15 is pushed open against the force of the spring turtle 8. , injected into the mixing chamber 2 through a narrow annular gap formed by the valve seat bone 4 and the conical surface 15' of the valve vine 5;
By injecting the setting accelerator perpendicularly to the flow of cement mortar that is moving straight, it is violently stirred in the mixing chamber, and as a result, both liquids are rapidly mixed and sent to the injection pipe from the injection pipe connection part 5 to form a "segment". Injected into the void behind.

而してこの過程において、凝結促進剤はセメントモルタ
ル側よりも高い圧力で送られるので、逆止弁V,は両者
の差圧により容易に開いて液の流出を許容するが、その
流れが先づ第1の逆止弁V,の関弁後第2の逆止弁V2
にいたる迄の間に通過する通路との摩擦抵抗で、先づ第
1の逆止弁V,の球型弁子26が一且押開かれた後ぱね
25の圧縮反力と該弁子の貫通孔22側に対向した投影
面積に作用する液圧にての所謂背圧力とにより、該弁子
26が一瞬閉弁状態になり、次いで第2の逆止弁V2に
おいて弁子竃5がばね18力に抗して液圧で−旦押し開
かれて低圧側のセメントモルタル内に噴出することによ
り両逆止弁V,,V2間にある液の圧力が低下するとば
ね18の圧縮反力でこの弁側にても一隣閉弁状態を呈し
、第1の逆止弁V,側の弁子26に作用する前後の圧力
差が生じると再び該弁子26が押し開かれるというよう
な動作が反復して頻繁に生じる。要するに両逆止弁機構
にそれぞれチャタリング現象が発生し、その結果接続体
20の弁部と噴出体10の弁部との間に流入した液には
振動が発生し、この振動波をもつたままで噴出体10の
弁子15と弁座14との環状間隙から外部に噴射される
ことになる。斯かる振動波が凝結促進剤の供給操作中生
じることになるので、その脈動的な流れを伴なつて噴出
体から混合室内に高速で噴出し、従って該噴出体の流出
口部、即ち弁子15と弁座14との接触部近傍に固形物
が滞溜することがなく、休止時にもモルタルを多く流動
させてお机ま凝結反応が生じなくなり、弁子に作用する
押開き力が消去すると同時に自動的に逆止弁として開弁
し、凝結促進剤の漏出は防止されるのであり、次回の使
用時には直ちに関弁して所要の液を通し、常に弁部分を
清浄な状態に維持できるので、漏液、凝結の現象が生じ
難くなって長期使用に対して支障なく、それ故に分解点
検も定期的に行なえばよくて取扱いが簡素化され、混合
操作も容易になって作業性の向上が計れるものとなし得
たのである。
In this process, the setting accelerator is sent at a higher pressure than the cement mortar side, so the check valve V, easily opens due to the pressure difference between the two and allows the liquid to flow out, but that flow is first. After the first check valve V, the second check valve V2
Due to the frictional resistance with the passage passing through during the process, the spherical valve element 26 of the first check valve V is pushed open once, and then the compressive reaction force of the spring 25 and the valve element are Due to the so-called back pressure of the hydraulic pressure acting on the projected area facing the through hole 22 side, the valve 26 is momentarily closed, and then the valve holder 5 in the second check valve V2 is closed by the spring. When the pressure of the liquid between the two check valves V, V2 decreases due to the pressure of the liquid between the two check valves V and V2 decreasing as it is pushed open by hydraulic pressure against the force 18 and ejected into the cement mortar on the low pressure side. This valve side also exhibits a closed valve state, and when a pressure difference between the front and rear sides acting on the valve element 26 on the side of the first check valve V occurs, the valve element 26 is pushed open again. occurs repeatedly and frequently. In short, a chattering phenomenon occurs in both check valve mechanisms, and as a result, vibration occurs in the liquid flowing between the valve part of the connecting body 20 and the valve part of the ejecting body 10, and the liquid continues to have this vibration wave. The liquid is injected to the outside from the annular gap between the valve element 15 and the valve seat 14 of the ejection body 10. Since such vibration waves are generated during the feeding operation of the setting accelerator, they are ejected from the ejector into the mixing chamber at high speed with a pulsating flow, and therefore the outflow port of the ejector, that is, the valve. 15 and the valve seat 14, solid matter does not accumulate near the contact area between the valve seat 14 and the valve seat 15, and the mortar is allowed to flow even when the valve seat 15 is not in use. At the same time, it automatically opens as a check valve, preventing the coagulation accelerator from leaking out, and the next time it is used, it is immediately shut off to allow the required liquid to pass through, keeping the valve part clean at all times. The phenomenon of liquid leakage and condensation is less likely to occur, so there is no problem in long-term use.Therefore, regular disassembly and inspection is required, which simplifies handling and makes mixing operations easier, improving workability. It was possible to measure it.

以上は噴出体を混合室に直交させて配した型式のものに
ついて説明したが、逆止弁を複数個使ってそのチャタリ
ングの発生により流動中に振動を与えて混合室に面する
噴出部の弁の閉止機構部が凝結物による障害を受けるこ
とのないようにして混合効果をも高め得る本発明趣旨に
従えば第2図に例示するように前記の噴出体をモルタル
流動管内に収容した型式にすることもできるのであり、
この型式においても前記実施と同様の作用により凝結促
進剤に脈動を生ぜしめて噴射流出せしめ、モルタルの流
れに平行状態に噴出することになるのでその噴出前方位
置に邪魔板状の部片を設けて乱流状態になし、混合効果
を高めるようにしたのである。この型式のものを図にお
いて説明すれば次の通りであり、前記実施例と同一機造
の部分には同じ符号を付して示す。本体40の後端部に
はセメントモルタル供給管4を接続口3を介して接続し
「前部には注入管接続部材5が取付けてあり、この本体
401こは側部から内部に直交して導入通孔42を有す
る導入部片41が突出するよう一体に設けてあり、その
外様部には前記実施例と同様の接続体20を本体4川こ
平行してニップル32とソケット31とを介して導入部
片41内の通孔42に連結し、該接続体20内部には逆
止弁V,を構成する弁座24と球型弁子26と巻ばね2
5とが貫通孔22の太蓬内部に配されている。そして本
体40内の導入部片41先端から注入管接続部村5の内
部に向け、その軸線上に中心を合致せしめてこれまた前
記実施例のものと同様の構成にした噴出体10をニップ
ル43を介して導入部片41の通孔42と連結して突出
内設し、この噴出体10の筒状本体11内段付孔12の
後半部には段部12′に一端を当接して周囲に複数の最
孔45′を鞠線方向に穿談した適宜長さのガイドリング
45が鉄挿してあり、円錐面15′を有する弁子15と
弁座14とは、ブッシュ13後端に付した受片46と弁
村16後端部にナット19′及び座片19を介して取付
けたばね受片17との間に介在させた巻ばね18にて閉
止状態に保たれるようになっており、該ばね受片1の外
周とガイドリング45内周との間隙の僅少分を該ガイド
リングに設けた最孔45′部分で橘ぎない通路面積の拡
大を計ってある。そして斯かる構成にてなる逆止弁V2
機横に前方に、弁子15の頭端に基端を螺合定着した適
宜長さの村47先端には両側部を適宜量半月状に切欠い
た邪魔板片48を固着し、逆止弁V2機構の開弁により
噴射される凝結促進剤がこれに衝突してセメントモルタ
ルの流れを蝿乱して混合を容易ならしめるようになし、
当該部分が混合室の役目をなすようにしたものである。
斯くの如く構成したものにあっては両供給液を送って裏
込め注入するに際して接続体20及び噴出体10に各々
内設された逆止弁V,,V2によって凝結促進剤には前
記実施例において説明したと同じ作用でチャタリングに
より脈動流が流れ、噴出体10の先端部から脈動しつつ
噴射された凝結促進剤が、本体40内から注入接続管体
5に流動するセメントモルタル中に分散注入され、先端
の邪魔板片48による抵抗を受けてその手前部分で充分
両液が混合され功欠部から前方に送り出されて注入され
ることになるのである。そしてこの方式によれば凝結促
進剤の噴出体をセメントモルタルの流動管中に同0位魔
で液が噴出するよに構成し、全体の構造を高低いものに
し、混合部での流速を高めて乱流状態が容易に形成され
るようにし、混合が迅速に行なわれることになしたので
使用現場での取扱いが便利になったのである。而して本
発明の趣旨によれば、セメントモルタルの流動部に対し
て供給する凝結促進剤を複数の逆止弁を直列に配した流
路内を経てその先端箇所にて脈動と噴射とにより混合せ
しめ、直接モルタルと接する弁の開閉部では注入作業中
は凝結促進剤に脈動流が生じるようにして凝結反応によ
る固形物の付着が生じないようにしたものであるから、
前記各実施例における接続体中の逆止弁V,を本体に近
接して設けるほか、これよりもやや離れた位置で管路中
に設けても二個の逆止弁を直列に設けることで両逆止弁
間における圧力の変動でチャタリングが発生するため所
期の目的を達成できるのであり「更に逆止弁を二個以上
直列に配しても両逆止弁閥においてそれぞれずれてチヤ
タリングによる脈動現象が発生することになって、穣先
端の逆止弁弁座部に凝結物の付着するのが阻止され好結
果をもたらし得るのである。従って噴出体に組込んだ逆
止弁を除く他の逆止弁は上記の如く本体に連結するほか
、凝結促進剤供鼠浩管路中に適当な間隔をおいて直列に
配すれば岡目的を達成することができ、簡単な構造でも
つて従来の問題点を容易に解決し得たものである。
The above description has been about a type in which the ejector is arranged orthogonally to the mixing chamber, but by using multiple check valves to generate vibrations during flow due to chattering, the ejector facing the mixing chamber is According to the gist of the present invention, the mixing effect can be enhanced by preventing the closing mechanism from being disturbed by condensation. According to the gist of the present invention, as illustrated in FIG. It is also possible to
In this type as well, the setting accelerator is caused to pulsate and jetted out by the same action as in the above embodiment, and it is jetted out parallel to the flow of mortar, so a baffle plate-like piece is provided in front of the jetting. This eliminates turbulent flow and enhances the mixing effect. This type of device will be explained as follows with reference to the drawings, and the same reference numerals are given to the same parts as in the previous embodiment. A cement mortar supply pipe 4 is connected to the rear end of the main body 40 via the connection port 3, and an injection pipe connecting member 5 is attached to the front part, and this main body 401 is connected orthogonally from the side to the inside. An introduction piece 41 having an introduction hole 42 is integrally provided so as to protrude, and a connecting body 20 similar to that of the previous embodiment is attached to the outer part of the main body 4 in parallel with a nipple 32 and a socket 31. It is connected to the through hole 42 in the introduction piece 41 through the connecting body 20, and inside the connecting body 20 there are a valve seat 24, a spherical valve element 26, and a coil spring 2 that constitute the check valve V.
5 are disposed inside the through hole 22. Then, from the tip of the introduction piece 41 inside the main body 40 toward the inside of the injection tube connection village 5, the ejection body 10, which has the same configuration as that of the previous embodiment, is inserted into the nipple 43, with its center aligned on the axis. It is connected to the through hole 42 of the introduction piece 41 through a protruding inner part, and the rear part of the inner stepped hole 12 of the cylindrical body 11 of the ejecting body 10 has one end in contact with the stepped part 12' and a surrounding part. A guide ring 45 of an appropriate length, which has a plurality of holes 45' bored in the mariline direction, is fitted with iron, and the valve element 15 having a conical surface 15' and the valve seat 14 are attached to the rear end of the bush 13. The closed state is maintained by a coiled spring 18 interposed between the receiving piece 46 and a spring receiving piece 17 attached to the rear end of the valve village 16 via a nut 19' and a seat piece 19. A small portion of the gap between the outer periphery of the spring receiving piece 1 and the inner periphery of the guide ring 45 is provided at the most hole 45' portion of the guide ring, in order to greatly expand the passage area. And check valve V2 with such a configuration
At the front side of the machine, a village 47 of an appropriate length whose base end is screwed and fixed to the head end of the valve element 15 is fixed with a baffle plate piece 48 with an appropriate amount of half-moon notches cut out on both sides at the tip, and a check valve is formed. The setting accelerator injected by opening the valve of the V2 mechanism collides with this to disturb the flow of cement mortar and facilitate mixing,
This part is designed to serve as a mixing chamber.
With such a configuration, when sending both supply liquids and injecting backfill, the setting accelerator is controlled by the check valves V, V2 installed inside the connecting body 20 and the ejecting body 10, respectively. A pulsating flow flows due to chattering with the same effect as explained in , and the setting accelerator injected in a pulsating manner from the tip of the ejecting body 10 is dispersed and injected into the cement mortar flowing from within the main body 40 to the injection connection pipe 5. Under the resistance of the baffle plate piece 48 at the tip, the two liquids are sufficiently mixed in the front portion thereof and are sent forward from the successful or defective portion to be injected. According to this method, the setting accelerator ejector is configured so that the liquid is ejected into the flow tube of the cement mortar at about the same rate, the overall structure is made high and low, and the flow velocity in the mixing section is increased. This facilitates the formation of a turbulent flow state and allows for rapid mixing, making handling at the site of use convenient. According to the gist of the present invention, the setting accelerator supplied to the flowing part of cement mortar is passed through a flow path in which a plurality of check valves are arranged in series, and is then pulsated and sprayed at the tip of the flow path. At the opening/closing part of the valve that mixes and comes into direct contact with the mortar, a pulsating flow is created in the setting accelerator during the pouring process to prevent solid matter from adhering to the setting reaction.
In addition to providing the check valve V in the connecting body in each of the above embodiments close to the main body, it is also possible to provide two check valves in series even if the check valve V is provided in the conduit at a position slightly further away than this. The desired purpose can be achieved because chattering occurs due to pressure fluctuations between both check valves.Furthermore, even if two or more check valves are arranged in series, chattering occurs due to deviations between the two check valves. This causes a pulsation phenomenon and prevents condensate from adhering to the check valve seat at the tip of the grain, resulting in good results. In addition to connecting the check valve to the main body as described above, the purpose of the check valve can be achieved by arranging it in series at an appropriate interval in the setting accelerator supply pipeline, and it has a simple structure that is different from the conventional one. This problem could easily be solved.

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

第1図は本発明装置の一実施例要部縦断面図、第2図は
別例の縦断面図、第3図は第2図のm−m視拡大断面図
である。 1,40・・…・本体、2…・・・混合室、3…・・・
接続口、4……セメントモルタル供輪台管、5・・・…
注入管接続部、6・・・・・・凝結促進剤供v給管、7
・・・・・・連続片、10…・・・噴出体、11…・・
・筒状本体、12・・・…段付孔、14・・…・弁座、
15・・・・・・弁子、15′・・・・・・円錐面、1
6・・…・弁杵、17・・・・・・ばね受片、18・・
・・・・巻ばね、20・・・・・・接続体、21・・・
…胸状接続本体、22・・…・貫通孔、24・・・・・
・弁座、25・・・・・・巻ばね、26・・・・・・弁
子、41・・・・・・導入部片、V,,V2・・・・・
・逆止弁機構。 第1図 第2図 第3図
FIG. 1 is a vertical cross-sectional view of a main part of an embodiment of the apparatus of the present invention, FIG. 2 is a vertical cross-sectional view of another example, and FIG. 3 is an enlarged cross-sectional view taken along line mm of FIG. 1,40... Main body, 2... Mixing chamber, 3...
Connection port, 4... Cement mortar feeder pipe, 5...
Injection pipe connection part, 6... Setting accelerator supply v supply pipe, 7
...Continuous piece, 10...Ejected body, 11...
・Cylindrical body, 12...stepped hole, 14...valve seat,
15... Valve, 15'... Conical surface, 1
6... Valve punch, 17... Spring receiver piece, 18...
...Coil spring, 20...Connection body, 21...
... Thoracic connection body, 22... Through hole, 24...
・Valve seat, 25...Coil spring, 26...Valve element, 41...Introduction piece, V,, V2...
・Check valve mechanism. Figure 1 Figure 2 Figure 3

Claims (1)

【特許請求の範囲】[Claims] 1 セメントモルタル等裏込め注入材に対して早期凝結
のための凝結促進剤を適量混入して混合せしめる装置に
おいて、セメントモルタル送入管路の混合部に、環状噴
射されるよう弁子の円錐面が弁座に当接する構成の逆止
弁の該弁部を臨ませ、該逆止弁に繋がる凝結促進剤供給
管路中に適宜間隔をおいて少なくとも1個の逆止弁を付
設したことを特徴とするシールド工事用覆工体の裏込め
注入材混合装置。
1. In a device that mixes an appropriate amount of a setting accelerator for early setting into a backfill injection material such as cement mortar, the conical surface of the valve is attached to the mixing part of the cement mortar feed pipe so that the injection is carried out in an annular manner. The valve portion of the check valve is configured to abut against the valve seat, and at least one check valve is provided at appropriate intervals in the setting accelerator supply pipeline connected to the check valve. Features: Backfill injection material mixing device for lining for shield construction.
JP55016303A 1980-02-12 1980-02-12 Backfilling material injection and mixing device for lining for shield construction Expired JPS6041200B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP55016303A JPS6041200B2 (en) 1980-02-12 1980-02-12 Backfilling material injection and mixing device for lining for shield construction

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP55016303A JPS6041200B2 (en) 1980-02-12 1980-02-12 Backfilling material injection and mixing device for lining for shield construction

Publications (2)

Publication Number Publication Date
JPS56111799A JPS56111799A (en) 1981-09-03
JPS6041200B2 true JPS6041200B2 (en) 1985-09-14

Family

ID=11912766

Family Applications (1)

Application Number Title Priority Date Filing Date
JP55016303A Expired JPS6041200B2 (en) 1980-02-12 1980-02-12 Backfilling material injection and mixing device for lining for shield construction

Country Status (1)

Country Link
JP (1) JPS6041200B2 (en)

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS6088798A (en) * 1983-10-21 1985-05-18 鹿島建設株式会社 Back pouring method and apparatus of shield drilling machine

Also Published As

Publication number Publication date
JPS56111799A (en) 1981-09-03

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