JPS5939567B2 - Pharmaceutical injection device - Google Patents
Pharmaceutical injection deviceInfo
- Publication number
- JPS5939567B2 JPS5939567B2 JP54086489A JP8648979A JPS5939567B2 JP S5939567 B2 JPS5939567 B2 JP S5939567B2 JP 54086489 A JP54086489 A JP 54086489A JP 8648979 A JP8648979 A JP 8648979A JP S5939567 B2 JPS5939567 B2 JP S5939567B2
- Authority
- JP
- Japan
- Prior art keywords
- liquid
- pipe
- transport
- water
- injection
- 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
Links
- 238000002347 injection Methods 0.000 title claims description 38
- 239000007924 injection Substances 0.000 title claims description 38
- 239000007788 liquid Substances 0.000 claims description 79
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims description 35
- 239000000463 material Substances 0.000 claims description 23
- 238000002360 preparation method Methods 0.000 claims description 23
- 238000000034 method Methods 0.000 claims description 17
- 235000019353 potassium silicate Nutrition 0.000 claims description 10
- NTHWMYGWWRZVTN-UHFFFAOYSA-N sodium silicate Chemical compound [Na+].[Na+].[O-][Si]([O-])=O NTHWMYGWWRZVTN-UHFFFAOYSA-N 0.000 claims description 10
- 239000003831 antifriction material Substances 0.000 claims description 7
- 238000004140 cleaning Methods 0.000 claims description 6
- 239000000454 talc Substances 0.000 claims description 6
- 229910052623 talc Inorganic materials 0.000 claims description 6
- 239000012530 fluid Substances 0.000 claims description 4
- 239000007864 aqueous solution Substances 0.000 claims description 3
- 239000000203 mixture Substances 0.000 claims description 3
- 239000000725 suspension Substances 0.000 claims description 3
- 239000002351 wastewater Substances 0.000 claims description 3
- 238000003756 stirring Methods 0.000 claims description 2
- 239000010902 straw Substances 0.000 claims 4
- 238000007599 discharging Methods 0.000 claims 1
- 238000005406 washing Methods 0.000 claims 1
- 238000010276 construction Methods 0.000 description 6
- 239000004568 cement Substances 0.000 description 5
- 238000010586 diagram Methods 0.000 description 5
- 230000000694 effects Effects 0.000 description 5
- 239000011440 grout Substances 0.000 description 3
- 238000005259 measurement Methods 0.000 description 3
- 239000003795 chemical substances by application Substances 0.000 description 2
- 239000002994 raw material Substances 0.000 description 2
- 239000002689 soil Substances 0.000 description 2
- 239000000243 solution Substances 0.000 description 2
- 239000000126 substance Substances 0.000 description 2
- -1 Merck Substances 0.000 description 1
- 238000007796 conventional method Methods 0.000 description 1
- 238000001514 detection method Methods 0.000 description 1
- 239000003814 drug Substances 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
- 239000012212 insulator Substances 0.000 description 1
Landscapes
- Lining And Supports For Tunnels (AREA)
- Consolidation Of Soil By Introduction Of Solidifying Substances Into Soil (AREA)
- Excavating Of Shafts Or Tunnels (AREA)
Description
【発明の詳細な説明】
本発明は、地盤又は覆工裏に薬剤を注入する装置、例え
ば推進工法における減摩剤・裏込材注入装置、シールド
工法における裏込材注入装置、地盤改良剤注入装置等に
係るものである。DETAILED DESCRIPTION OF THE INVENTION The present invention relates to a device for injecting a chemical into the ground or behind a lining, such as an anti-friction agent/backfilling material injection device in the propulsion construction method, a backfilling material injection device in the shield construction method, and a soil improvement agent injection device. This relates to equipment, etc.
推進工法は、埋設すべき管又は覆工となる管の先端にシ
ールド管を取付け、該シールド管にて地盤を掘削しつつ
管を敷設する工法であるが、シールド管の推進により管
(覆工)・の外側に発生する空隙部に減摩剤及び裏込材
を注入して管の推進抵抗を減少すると共に地盤沈下を防
止することが必要である。The propulsion method is a construction method in which a shield pipe is attached to the tip of the pipe to be buried or the pipe to be lined, and the pipe is laid while excavating the ground with the shield pipe. ) It is necessary to inject an anti-friction agent and a backing material into the voids generated on the outside of the pipe to reduce the propulsion resistance of the pipe and prevent ground subsidence.
推進工法における従来の減摩剤・裏込材の注入工法は第
1図に概略を示すような工法で行われていた。The conventional method of injecting anti-friction agents and backfilling materials in the propulsion method was as shown schematically in Figure 1.
第1図において3A 、3BはそれぞれA液及びB液調
製槽である。In FIG. 1, 3A and 3B are liquid A and liquid preparation tanks, respectively.
各種3A、3Bには所要量(一般に作業員の回分量で行
われている。For each type of 3A and 3B, the required amount (generally, it is done in the amount of the worker's batch).
)の水1及び水ガラス2人並びに水1、七メン)2B及
びタルク2cを投入して、攪拌し、それぞれ水ガラス水
溶液のA液及びセメントタルク懸濁液のB液が調製され
る。), water 1, water glass 2, water 1, water 7) 2B and talc 2c are added and stirred to prepare a water glass aqueous solution A solution and a cement talc suspension B solution, respectively.
A液及びB液はそれぞれグラウトポンプ4A、4Bによ
り搬送管5A、5Bに送られ、更にY字管6にて合流混
合され、注入バルブ7を通って空隙部8に注入される。The A liquid and the B liquid are sent to conveying pipes 5A and 5B by grout pumps 4A and 4B, respectively, and are further mixed together in a Y-shaped pipe 6, and then injected into a cavity 8 through an injection valve 7.
このような従来工法には次のような多くの問題点がある
。Such conventional construction methods have many problems as follows.
(1)計量精度が悪く、減摩、裏込の効果が減少してい
る。(1) Measurement accuracy is poor, reducing friction reduction and backfilling effects.
(2)作業員を多く要する。(2) It requires a lot of workers.
また注入作業を推進作業員が兼務する場合は注入作業中
細の作業を中止することになるので能率が悪い。Furthermore, if a promotion worker is also responsible for the injection work, it is inefficient because the work during the injection work has to be stopped.
(3)注入完了はグラウトポンプの圧力上昇により判断
し注入が停止されるが、この時点では搬送管内に薬液が
残存しておシ、これは損失として処分されている。(3) The completion of injection is judged by the pressure increase of the grout pump and the injection is stopped, but at this point there is some chemical remaining in the conveying pipe, which is disposed of as loss.
この損失は、推進距離が延びて搬送管が長くなるにつれ
て多くなるので、多額の材料費損失となる。This loss increases as the propulsion distance increases and the conveying pipe becomes longer, resulting in a large loss in material costs.
(4)注入完了後の搬送管等の洗浄が不充分になシ易く
、往々にして搬蓬管の詰りか生ずる。(4) After completion of injection, cleaning of the transport pipe etc. is likely to be insufficient, often resulting in clogging of the transport pipe.
(5)材料貯槽、調製槽、グラウトポンプが分離してい
るので、設置に広い地積を必要とし、市街地での作業に
不利である。(5) Since the material storage tank, preparation tank, and grout pump are separated, a large area is required for installation, which is disadvantageous for work in urban areas.
本発明の目的は、注入材料の計量精度が向上され、所定
の減摩、裏込効果が得られ、材料の損失が少く、注入後
の洗浄を確実に実施することができ、すくない人員で実
施することができる自動化された集材注入装置を提供す
るにある。The objects of the present invention are to improve the measurement accuracy of injection material, to obtain the desired anti-friction and backfilling effects, to reduce material loss, to ensure cleaning after injection, and to be carried out with fewer personnel. The purpose of the present invention is to provide an automated material collection and injection device that can perform the following steps.
本発明による集材注入装置は、2種の集材液、A液及び
B液、を調製し、所定の割合で混合して、地盤又は覆工
層へ注入する装置であり、次のa〜fを備えることを特
徴とする装置である。The lumber injection device according to the present invention is a device that prepares two types of lumber collection liquids, liquid A and liquid B, mixes them in a predetermined ratio, and injects the mixture into the ground or lining layer. This device is characterized in that it is equipped with f.
(a)計量及び攪拌手段を有するA液及びB液調製槽。(a) A liquid A and B liquid preparation tank having measuring and stirring means.
(b) 前記A液及びB液調製槽の液をそれぞれ受入れ
、送出するA液及びB液搬送タンク。(b) Liquid A and liquid B transport tanks that receive and send out the liquids from the liquid A and liquid B preparation tanks, respectively.
該搬送タンクはそれぞれ真空吸引手段及び空気加圧手段
に接続され、真空吸引されることにより液を受入れ、空
気加圧されることによシ液を送出する。The transfer tank is connected to a vacuum suction means and an air pressurizing means, respectively, and receives the liquid by vacuum suction, and sends out the liquid by being pressurized with air.
(c) 前記A液及びB液搬送タンクのそれぞれに連結
され、先端部で合体された後切換弁に接続される搬送管
。(c) A conveyance pipe connected to each of the liquid A and liquid B conveyance tanks, combined at the tip, and then connected to the switching valve.
該搬送管の前記A液及びB液搬送タンクとの接続部の近
傍に、それぞれ通液感知器が挿入され、つづいて水搬送
バルブを介して給水管が接続されである。A liquid flow sensor is inserted in the vicinity of the connection portion of the conveyance pipe with the liquid A and liquid B conveyance tanks, respectively, and a water supply pipe is connected via a water conveyance valve.
(d) 前記搬送管の端末に接続され、送入される流
体を注入管又は洗浄水廃水および余剰注入材排出管へ送
出する切換弁。(d) A switching valve that is connected to the end of the conveying pipe and sends the incoming fluid to the injection pipe or the wash water wastewater and surplus injection material discharge pipe.
(e) 前記切換弁に接続され、集材液を地盤又は覆
工層に注入する注入管、及び洗浄廃水を排出する排出管
。(e) An injection pipe that is connected to the switching valve and injects the lumber collecting liquid into the ground or the lining layer, and a discharge pipe that discharges cleaning waste water.
(4)各種測定値の入力信号に応じて調整槽での集材調
製、搬送タンクの運転、切換弁の操作と水の供給などの
操作を命令制御する自動制御手段。(4) Automatic control means that commands and controls operations such as collection preparation in the adjustment tank, operation of the transport tank, operation of the switching valve, and water supply in accordance with input signals of various measured values.
以下、本発明の装置を、本発明の装置の一実施例を使用
する注入工法の工程図の第2図に基いて説明する。Hereinafter, the apparatus of the present invention will be explained based on FIG. 2, which is a process diagram of an injection method using an embodiment of the apparatus of the present invention.
第2図において14はA液調製槽、15はB液調製槽、
16はA液搬送タンク、17はB液搬送タンク、26は
搬送管、29は切換弁、30は注入管、31は排出管、
24は各機器の作動を制御する自動制御盤である。In Fig. 2, 14 is a liquid A preparation tank, 15 is a liquid B preparation tank,
16 is a liquid A transport tank, 17 is a B liquid transport tank, 26 is a transport pipe, 29 is a switching valve, 30 is an injection pipe, 31 is a discharge pipe,
24 is an automatic control panel that controls the operation of each device.
本発明の装置は、好ましい実施態様において、搬送管2
6の大部、切換弁29、注入管30及び排出管31を除
く主要機器、即ち第2図において破線で囲まれた機器〔
25で表示する。In a preferred embodiment, the device of the present invention comprises a conveying pipe 2
6, the main equipment excluding the switching valve 29, the injection pipe 30, and the discharge pipe 31, that is, the equipment surrounded by broken lines in FIG.
25.
〕は、一つの架台にコンパクトに収納され、操作及び運
搬に便ならしめである。] is compactly stored on a single stand, making it convenient to operate and transport.
また本発明の装置には、装置外の水貯槽34より水を吸
引して液調製槽14゜15等に水を送出する水ポンプ9
、装置外の水ガラス貯槽35より水ガラスを吸引してA
液調製槽14に送出する水ガラスポンプ10、タルクホ
ッパ11、及びセメントホッパ12が附設されである。The device of the present invention also includes a water pump 9 that sucks water from a water storage tank 34 outside the device and sends the water to the liquid preparation tank 14, 15, etc.
, by suctioning water glass from the water glass storage tank 35 outside the device.
A water glass pump 10, a talc hopper 11, and a cement hopper 12 are attached to the liquid preparation tank 14.
水、水ガラスは計量されてA液調製槽14に送入攪拌さ
れ所定の濃度及び量の水ガラス水溶液のA液が調製され
る。Water and water glass are weighed and fed into the liquid A preparation tank 14 and stirred to prepare liquid A, which is a water glass aqueous solution having a predetermined concentration and amount.
同様に水及びタルク、セメントはそれぞれのホッパlL
12よりスクリューコンベア13.13を経て、計量さ
れてB液調製槽15に送入され所定の濃度及び量のタル
ク、セメント懸濁液のB液が調製される。Similarly, water, talc, and cement each have their own hoppers.
From 12, via screw conveyors 13 and 13, it is measured and sent to the B liquid preparation tank 15, where B liquid of talc and cement suspension with a predetermined concentration and amount is prepared.
なお水、水ガラス、メルク、セメント等の材料は電気計
量(ロードセル)“方式により自動的に正確に計量され
る。Materials such as water, water glass, Merck, and cement are automatically and accurately measured using an electric metering (load cell) method.
調製槽14,15における液調製が終ると、搬送タンク
16.17に接続されている真空吸引手段18が作動せ
しめられ、該タンク16,17内の空気が抜かれ、調製
槽14,15内の液が搬送タンク16,17内に送入さ
れる。When the liquid preparation in the preparation tanks 14 and 15 is completed, the vacuum suction means 18 connected to the transfer tanks 16 and 17 is activated, the air in the tanks 16 and 17 is removed, and the liquid in the preparation tanks 14 and 15 is removed. is fed into the transport tanks 16 and 17.
液の搬送タンク16,17内への送入が終れば、真空吸
引手段18の作動が停止せしめられ、該タンク16゜1
7に接続されている空気加圧手段19との接続バルブ2
0が開かれ、搬送タンク16,17内の液が加圧される
。When the liquid has been fed into the transport tanks 16 and 17, the operation of the vacuum suction means 18 is stopped, and the tank 16.
Connection valve 2 with air pressurizing means 19 connected to 7
0 is opened and the liquid in the transfer tanks 16 and 17 is pressurized.
搬送タンク16,17と調製タンク14,15及び真空
吸引手段18との接続管は、図示はしてないが、バルブ
等によシ閉止せしめられることは勿論である。Although the connecting pipes between the transport tanks 16 and 17, the preparation tanks 14 and 15, and the vacuum suction means 18 are not shown, they are of course closed by valves or the like.
搬送タンク16.17のそれぞれには、その分岐管26
A、26Bが接続され、該分岐管26A。Each of the transfer tanks 16,17 has its branch pipe 26.
A, 26B are connected to the branch pipe 26A.
26Bはその先端部でY字管26Cで合体され、合流管
26Dを形成し、分岐管26A、26B、Y字管26C
1合流管26Dで搬送管26が構成されている。26B are combined at the tip with a Y-shaped tube 26C to form a confluence tube 26D, branch tubes 26A, 26B, and a Y-shaped tube 26C.
The conveying pipe 26 is composed of one merging pipe 26D.
搬送タンク16,17内の加圧された液は搬送管26の
分岐管26Aj26Bに入シ、Y字管26Cで合流し、
合流管26D内で乱流となり混合されて切換弁29に到
る。The pressurized liquid in the transport tanks 16 and 17 enters the branch pipes 26Aj26B of the transport pipe 26, joins at the Y-shaped pipe 26C,
The mixture becomes turbulent in the confluence pipe 26D and reaches the switching valve 29.
切換弁29は注入管30側に開かれているので、液は注
入管30を経て空隙部33に注入される。Since the switching valve 29 is open to the injection pipe 30 side, the liquid is injected into the cavity 33 through the injection pipe 30.
搬送管26の搬送タンク16,17との接続部の近傍に
は、それぞれ通液感知器21,21が挿入されである。Liquid flow sensors 21 and 21 are inserted near the connection portions of the transport pipe 26 and the transport tanks 16 and 17, respectively.
通液感知器21の例としては、該搬送管26内に露出し
、絶縁体で保持された2本の電極よりなる感知器があげ
られる。An example of the liquid flow sensor 21 is a sensor consisting of two electrodes exposed within the transport tube 26 and held by an insulator.
かかる感知器では通液中と通液していない場合とで電極
間の抵抗が異なる。In such a sensor, the resistance between the electrodes differs between when fluid is flowing and when fluid is not flowing.
搬送管26には感知器21,210個所につづいて、即
ち感知器の下流側で、それぞれ水搬送バルブ23,23
を介して、水ポンプ9に接続している給水管22が接続
されている。Water conveying valves 23 and 23 are installed in the conveying pipe 26 following the sensors 21 and 210, that is, on the downstream side of the sensors, respectively.
A water supply pipe 22 connected to the water pump 9 is connected via the water pump 9 .
搬送タンク16,17よりの液の送出が終ったことを通
液感知器21,21が検知すると、加圧手段との接続バ
ルブ20が閉じられ、水搬送バルブ23.23が開けら
れ、水ポンプ9が作動し給水管22よシ水が供給される
。When the liquid flow sensors 21, 21 detect that the liquid has been sent from the transfer tanks 16, 17, the connection valve 20 with the pressurizing means is closed, the water transfer valves 23, 23 are opened, and the water pump is closed. 9 is activated and water is supplied through the water supply pipe 22.
従って搬送管26内の液は加圧空気による送出はなくな
るが、給水管22よりの水によシ押され、引続いて空隙
部33に注入される。Therefore, the liquid in the conveying pipe 26 is no longer sent out by pressurized air, but is pushed by the water from the water supply pipe 22 and subsequently injected into the cavity 33.
計画注入量の注入が完了すると、切換弁29は排出管3
1側に開き、水搬送バルブ23.23が閉じ、加圧接続
バルブ20が開き、加圧空気が搬送管26に送入され、
搬送管26内の水は注入液を水押ししただけでなく、搬
送管26内を洗浄して排出管31より堅坑に排出される
。When the injection of the planned injection amount is completed, the switching valve 29 closes the discharge pipe 3.
1 side, the water conveying valve 23.23 is closed, the pressurized connection valve 20 is opened and pressurized air is introduced into the conveying pipe 26,
The water in the transport pipe 26 not only pushes the injection liquid, but also cleans the inside of the transport pipe 26 and is discharged from the discharge pipe 31 into the shaft.
以上の各機器の作動は自動制御される。The operation of each of the above devices is automatically controlled.
24が自動制御盤である。24 is an automatic control panel.
自動制御盤24には材料の表示、材料計量値の印字、工
程表示等がされてあり、設定値の投入可能とされ、また
部分的に又は全体を手動に切換えることも可能とされで
ある。The automatic control panel 24 displays materials, printed material weight values, process displays, etc., allows setting values to be input, and also allows partial or complete manual switching.
即ち、所要の設定値投入後、作業開始釦を押せば、原料
の投入、A液及びB液の調製、搬送タンクへの液の移送
、液の注入、液の水押し、洗浄水の排出等が自動的に行
われる。That is, if you press the work start button after inputting the required set values, you can input raw materials, prepare liquids A and B, transfer the liquid to the transfer tank, inject the liquid, push the liquid with water, drain the cleaning water, etc. is done automatically.
これらの各工程の切換時間の設定は、通液感知器21の
検知によるほか、主としてタイマで行われる。Setting of the switching time of each of these steps is mainly performed by a timer in addition to detection by the liquid flow sensor 21.
即ち、例えば、搬送管26の長さに応する搬送時間を予
め測定しておき、該時間に基いてタイマを設定する。That is, for example, a transport time corresponding to the length of the transport pipe 26 is measured in advance, and a timer is set based on the measured time.
液調製槽14゜15への原料投入及び液の調製は手動を
併用した方がよい場合もある。In some cases, it may be better to use manual methods for adding raw materials to the liquid preparation tanks 14 and 15 and preparing the liquid.
次に本発明の装置の実施例を第3,4及び5図にて示す
。Next, embodiments of the apparatus of the present invention are shown in FIGS. 3, 4 and 5.
第3〜5図にて示す装置は、第2図の工程図にて使用さ
れる装置と同種の装置である。The equipment shown in Figures 3-5 is the same type of equipment as used in the process diagram of Figure 2.
従って、第2図と同一符号は同一器機を示す。Therefore, the same symbols as in FIG. 2 indicate the same equipment.
19A、19Bは空気加圧手段19の空気圧縮機及びレ
シーバ−タンクである。19A and 19B are an air compressor and a receiver tank of the air pressurizing means 19.
第3〜5図についての説明は第2図における説明と重複
するので省略する。The description of FIGS. 3 to 5 overlaps with the description of FIG. 2, so it will be omitted.
念の為耐雷するならば、第3〜5図においては配管、一
般に可撓性耐圧ホースが用いられるが、配管が記載され
てない。As a precaution, piping, generally flexible pressure-resistant hoses, would be used in Figures 3 to 5 to provide lightning protection, but piping is not shown.
またA液及びB液調製槽16,17の槽底には、通液感
知器21゜21、水搬送バルブ23 、23、給水管2
2、切換弁29等が取付けられる搬送管26が取付けら
れる。In addition, at the bottom of the A liquid and B liquid preparation tanks 16 and 17, there are liquid flow sensors 21, 21, water conveying valves 23, 23, and water supply pipes 2.
2. The conveying pipe 26 to which the switching valve 29 and the like are attached is attached.
以上、本発明の装置を、推進工法における減摩剤・裏込
材の注入に使用する場合の一実施例について説明したが
、シールド工法における裏込材の注入、及び注入管をボ
ーリングロッド等に代えることにより地盤改良剤注入に
も同様に使用することができる。Above, one embodiment of the device of the present invention was described in which the device of the present invention is used for injecting anti-friction agent and backfilling material in the propulsion method. By changing it, it can be similarly used for soil improvement agent injection.
本発明の装置は以上の如く構成され、且つ使用されるの
で次のような多くの効果が得られる。Since the apparatus of the present invention is constructed and used as described above, many effects such as those described below can be obtained.
(1)計量精度が高く減摩効果、裏込効果を向上するこ
とができる。(1) It has high measurement accuracy and can improve the friction reduction effect and backfilling effect.
(2)作業員を減少することができる。(2) The number of workers can be reduced.
従来最低4人必要であった注入作業を1人で実施するこ
とができる。Injection work that previously required at least four people can now be performed by one person.
(3)推進作業に支障なく注入作業を実施することがで
きるので推進施工時間を短縮することができる。(3) Since the injection work can be carried out without any hindrance to the propulsion work, the propulsion construction time can be shortened.
(4)−薬剤の損失がすくなく、注入後の洗浄が確実に
実施される。(4) - There is less loss of medicine and cleaning after injection is reliably performed.
(5)装置の主要機器が一つの架台にコンパクトに収納
されているので操作運搬が便利で、市街地の作業に支障
がない。(5) Since the main equipment of the device is compactly housed on one stand, it is convenient to operate and transport, and there is no problem in working in urban areas.
第1図は従来の推進工法における減摩剤・裏込材の注入
工法の工程図、第2図は本発明の一実施例の装置を用い
た推進工法における減摩剤・裏込材の注入工法の工程図
、第3図、第4図及び第5図は本発明の一実施例の装置
の正面図、側面図及び平面図である。
図面において、14はA液調製槽、15はB液調製槽、
16はA液搬送タンク、17はB液搬送タンク、21は
通液感知器、26は搬送管、30は注入管、31は排出
管である。Fig. 1 is a process diagram of the injection method of antifriction agent and backfilling material in the conventional propulsion method, and Fig. 2 is a process diagram of the injection method of antifriction agent and backfilling material in the propulsion method using the device of one embodiment of the present invention. The process diagrams of the construction method, FIGS. 3, 4, and 5 are a front view, a side view, and a plan view of an apparatus according to an embodiment of the present invention. In the drawing, 14 is a liquid A preparation tank, 15 is a liquid B preparation tank,
16 is a liquid A transport tank, 17 is a B liquid transport tank, 21 is a liquid flow sensor, 26 is a transport pipe, 30 is an injection pipe, and 31 is a discharge pipe.
Claims (1)
で混合して、地盤又は覆工裏へ注入する装置において、 a 計量及び攪拌手段を有するA液及びB液調製槽、 b 前記A液及びB液調製槽の液をそれぞれ受入れ、送
出するA液及びB液搬送タンク、該搬送タンクはそれぞ
れ真空吸引手段及び空気加圧手段に接続され、真空吸引
されることにより液を受入れ、空気加圧されることによ
り液を送出し、C前記A液及びB液搬送タンクのそれ蜜
れに連結され、先端部で合体された後切換弁に接続され
る搬送管、該搬送管の前記A液及びB液搬送タンクとの
接続部の近傍に、それぞれ通液感知器が挿入され、つづ
いて水搬送バルブを介して給水管が接続されてあり、 d 前記搬送管の端末に接続され、送入される流体を注
入管又は洗浄水および余剰注入材排出管へ送出する切換
弁、 e 前記切換弁に接続され、藁材液を地盤又は覆工裏に
注入する注入管及び洗浄廃水を排出する排出管、並びに
、 f 各種測定値の入力信号に応じて調製槽での葉材調製
、搬送タンクの運転、切換弁の操作と水の供給などの操
作を命令制御する自動制御手段、を備えることを特徴と
する藁材注入装置。 2、特許請求の範囲第1項の藁材注入装置において、前
記A液が水ガラス水溶液で、B液がセメント・タルク懸
濁液であり、藁材液の注入個所がシールド管の推進によ
り生じた外側の空隙部である推進工法における減摩剤裏
込材注入装置。[Scope of Claims] An apparatus for preparing 12 types of straw material liquids, liquid A and liquid B, mixing them in a predetermined ratio, and injecting the mixture into the ground or behind the lining, comprising: a) A having a measuring and stirring means; liquid and B liquid preparation tanks, b liquid A and liquid transport tanks that receive and deliver the liquids of the liquid A and liquid B preparation tanks, respectively; the transport tanks are connected to vacuum suction means and air pressurization means, respectively, and It receives liquid by suction and sends out liquid by pressurizing air, and is connected to both of the liquid A and liquid B transport tanks, combined at the tip, and then connected to the switching valve. A liquid flow sensor is inserted in each of the transport pipes, near the connection portions of the transport pipes with the liquid A and liquid B transport tanks, and then connected to a water supply pipe via a water transport valve, d A switching valve that is connected to the end of the conveying pipe and sends the incoming fluid to the injection pipe or washing water and surplus injection material discharge pipe; An injection pipe for injecting water and a discharge pipe for discharging cleaning waste water, and f) Operations such as leaf material preparation in the preparation tank, transport tank operation, switching valve operation, and water supply according to input signals of various measured values. A straw material injection device characterized by comprising automatic control means for command control. 2. In the straw material injection device according to claim 1, the liquid A is a water glass aqueous solution, the liquid B is a cement-talc suspension, and the injection point of the straw material liquid is generated by the propulsion of a shield pipe. A device for injecting anti-friction agent backfilling material in the propulsion method, which is the outer cavity.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP54086489A JPS5939567B2 (en) | 1979-07-10 | 1979-07-10 | Pharmaceutical injection device |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP54086489A JPS5939567B2 (en) | 1979-07-10 | 1979-07-10 | Pharmaceutical injection device |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPS5612418A JPS5612418A (en) | 1981-02-06 |
| JPS5939567B2 true JPS5939567B2 (en) | 1984-09-25 |
Family
ID=13888389
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP54086489A Expired JPS5939567B2 (en) | 1979-07-10 | 1979-07-10 | Pharmaceutical injection device |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPS5939567B2 (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH01305755A (en) * | 1988-06-03 | 1989-12-11 | Matsushita Electric Ind Co Ltd | Key telephone system |
Families Citing this family (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS6153998A (en) * | 1984-08-20 | 1986-03-18 | 東洋工業株式会社 | Back filling work |
| JP4536371B2 (en) * | 2003-12-26 | 2010-09-01 | 株式会社福田組 | Injection material injection device |
-
1979
- 1979-07-10 JP JP54086489A patent/JPS5939567B2/en not_active Expired
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH01305755A (en) * | 1988-06-03 | 1989-12-11 | Matsushita Electric Ind Co Ltd | Key telephone system |
Also Published As
| Publication number | Publication date |
|---|---|
| JPS5612418A (en) | 1981-02-06 |
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