JPS6191280A - Grout for soil pressure resistant shielding - Google Patents
Grout for soil pressure resistant shieldingInfo
- Publication number
- JPS6191280A JPS6191280A JP59214776A JP21477684A JPS6191280A JP S6191280 A JPS6191280 A JP S6191280A JP 59214776 A JP59214776 A JP 59214776A JP 21477684 A JP21477684 A JP 21477684A JP S6191280 A JPS6191280 A JP S6191280A
- Authority
- JP
- Japan
- Prior art keywords
- cmc
- grout
- alum
- gel form
- metal salt
- 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.)
- Pending
Links
- 239000002689 soil Substances 0.000 title abstract description 5
- 239000011440 grout Substances 0.000 title abstract 3
- 150000003839 salts Chemical class 0.000 claims abstract description 9
- 229910052751 metal Inorganic materials 0.000 claims abstract description 8
- 239000002184 metal Substances 0.000 claims abstract description 8
- 229940037003 alum Drugs 0.000 claims abstract description 7
- 239000004576 sand Substances 0.000 claims abstract description 6
- HDYRYUINDGQKMC-UHFFFAOYSA-M acetyloxyaluminum;dihydrate Chemical compound O.O.CC(=O)O[Al] HDYRYUINDGQKMC-UHFFFAOYSA-M 0.000 claims abstract description 4
- 229940009827 aluminum acetate Drugs 0.000 claims abstract description 4
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims abstract description 3
- 239000000654 additive Substances 0.000 claims description 19
- 230000000996 additive effect Effects 0.000 claims description 14
- 239000000463 material Substances 0.000 claims description 10
- 239000001913 cellulose Substances 0.000 claims description 6
- 229920002678 cellulose Polymers 0.000 claims description 6
- AEMRFAOFKBGASW-UHFFFAOYSA-M Glycolate Chemical compound OCC([O-])=O AEMRFAOFKBGASW-UHFFFAOYSA-M 0.000 claims description 4
- 239000007864 aqueous solution Substances 0.000 claims description 4
- -1 aluminum acetate Chemical class 0.000 abstract description 2
- VJHCJDRQFCCTHL-UHFFFAOYSA-N acetic acid 2,3,4,5,6-pentahydroxyhexanal Chemical class CC(O)=O.OCC(O)C(O)C(O)C(O)C=O VJHCJDRQFCCTHL-UHFFFAOYSA-N 0.000 abstract 2
- 230000015572 biosynthetic process Effects 0.000 abstract 1
- 238000001879 gelation Methods 0.000 abstract 1
- 238000000034 method Methods 0.000 description 8
- LYCAIKOWRPUZTN-UHFFFAOYSA-N Ethylene glycol Chemical compound OCCO LYCAIKOWRPUZTN-UHFFFAOYSA-N 0.000 description 4
- 238000010276 construction Methods 0.000 description 4
- 239000004927 clay Substances 0.000 description 3
- 230000005484 gravity Effects 0.000 description 3
- 238000002347 injection Methods 0.000 description 3
- 239000007924 injection Substances 0.000 description 3
- WGCNASOHLSPBMP-UHFFFAOYSA-N hydroxyacetaldehyde Natural products OCC=O WGCNASOHLSPBMP-UHFFFAOYSA-N 0.000 description 2
- 241001122767 Theaceae Species 0.000 description 1
- 239000003513 alkali Substances 0.000 description 1
- WDIHJSXYQDMJHN-UHFFFAOYSA-L barium chloride Chemical compound [Cl-].[Cl-].[Ba+2] WDIHJSXYQDMJHN-UHFFFAOYSA-L 0.000 description 1
- 229910001626 barium chloride Inorganic materials 0.000 description 1
- 229940045511 barium chloride Drugs 0.000 description 1
- 239000000440 bentonite Substances 0.000 description 1
- 229910000278 bentonite Inorganic materials 0.000 description 1
- SVPXDRXYRYOSEX-UHFFFAOYSA-N bentoquatam Chemical compound O.O=[Si]=O.O=[Al]O[Al]=O SVPXDRXYRYOSEX-UHFFFAOYSA-N 0.000 description 1
- 239000004568 cement Substances 0.000 description 1
- 239000007795 chemical reaction product Substances 0.000 description 1
- 239000013256 coordination polymer Substances 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 230000005611 electricity Effects 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 238000004898 kneading Methods 0.000 description 1
- 239000012528 membrane Substances 0.000 description 1
- 229920000642 polymer Polymers 0.000 description 1
- 239000000243 solution Substances 0.000 description 1
- 230000000087 stabilizing effect Effects 0.000 description 1
- 239000000126 substance Substances 0.000 description 1
Classifications
-
- E—FIXED CONSTRUCTIONS
- E21—EARTH OR ROCK DRILLING; MINING
- E21D—SHAFTS; TUNNELS; GALLERIES; LARGE UNDERGROUND CHAMBERS
- E21D9/00—Tunnels or galleries, with or without linings; Methods or apparatus for making thereof; Layout of tunnels or galleries
- E21D9/06—Making by using a driving shield, i.e. advanced by pushing means bearing against the already placed lining
-
- E—FIXED CONSTRUCTIONS
- E21—EARTH OR ROCK DRILLING; MINING
- E21D—SHAFTS; TUNNELS; GALLERIES; LARGE UNDERGROUND CHAMBERS
- E21D9/00—Tunnels or galleries, with or without linings; Methods or apparatus for making thereof; Layout of tunnels or galleries
- E21D9/06—Making by using a driving shield, i.e. advanced by pushing means bearing against the already placed lining
- E21D9/0642—Making by using a driving shield, i.e. advanced by pushing means bearing against the already placed lining the shield having means for additional processing at the front end
- E21D9/0678—Adding additives, e.g. chemical compositions, to the slurry or the cuttings
Landscapes
- Engineering & Computer Science (AREA)
- Mining & Mineral Resources (AREA)
- Environmental & Geological Engineering (AREA)
- Life Sciences & Earth Sciences (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Geochemistry & Mineralogy (AREA)
- Geology (AREA)
- Chemical & Material Sciences (AREA)
- Chemical Kinetics & Catalysis (AREA)
- General Chemical & Material Sciences (AREA)
- Excavating Of Shafts Or Tunnels (AREA)
Abstract
Description
【発明の詳細な説明】
〔産業上の利用分野〕
この発明は切削土砂に注入・混練して切羽の土圧並びに
水圧に対抗させる土圧系シールド用の添加材の改良に関
するものである。DETAILED DESCRIPTION OF THE INVENTION [Field of Industrial Application] This invention relates to the improvement of additives for earth pressure system shields that are injected and kneaded into cut earth and sand to counteract the earth pressure and water pressure of the face.
(従来の技術)
周知のごとく、土圧系のシールド工法は、添加材を地上
から配管を通して圧送ポンプでシールド内のカッターチ
ャンバー内に送り込み、これをカッターヘッドによって
切削した土砂に注入・混練させることによって土砂の性
状を変化させ、土砂の流動性と止水性を確保して切羽の
安定を図る方法である。(Conventional technology) As is well known, the earth pressure shield construction method involves feeding additive materials from the ground through piping into a cutter chamber inside the shield using a pressure pump, and then injecting and kneading this into the earth and sand cut by a cutter head. This is a method to stabilize the face by changing the properties of the earth and sand, ensuring fluidity and water-stopping properties of the earth and sand.
従ってこの種工法にあっては、添加材の性状自体がきわ
めて重要な役割を果し、切羽の安定性はもち論であるが
、他に、カッターチャンバー内への送り込みや切削土砂
に注入・混練するに際して必要不可欠な機材あるいは設
備の内容もしくは規模等に対しても著しく影響を与える
ものであった。Therefore, in this type of construction method, the properties of the additive itself play an extremely important role, and while the stability of the face is a matter of course, there are also other factors such as feeding it into the cutter chamber, pouring it into the cut soil, and mixing it. This had a significant impact on the content and scale of equipment and facilities that are essential to the process.
ところで従来より添加材は、通常、粘土が主体であるが
、他にベントナイトやCMCあるいは吸水性ポリマーが
主として用いられてきた。Conventionally, additives have generally been mainly clay, but bentonite, CMC, or water-absorbing polymers have also been used.
しかるにこれらの添加材は、切羽の安定の点では無論適
切ではあるものの、使用量が著しく大量であり、しかも
比重が1.3〜1.5と比較的高比重であって、さらに
は粘度も5.000〜9,000 CPと比較的高粘度
であることから、特殊な専用ミキサーを用いなければな
らず、また地上からの圧送ボンブも高圧化し、さらにま
た配管自体も比較的大きいナイスのものを採用せざるを
(t7ない問題点を常時併有していたもので、機材ない
し設備がどうしても大型化、複雑化せざるを1ηず、作
業性において茗しい支障が出るのはもら論、所要電気消
費量も膨大となることも相俟って、経済性の点できわめ
て好ましくない欠点を有していた。However, although these additives are of course appropriate from the point of view of stability of the face, they are used in extremely large amounts, have a relatively high specific gravity of 1.3 to 1.5, and have a low viscosity. Because it has a relatively high viscosity of 5,000 to 9,000 CP, a special mixer must be used, and the pressure bomb from the ground is also high, and the piping itself is relatively large and nice. However, it is inevitable that the equipment and equipment would inevitably become larger and more complex, which would cause serious problems in terms of workability. Coupled with the fact that the amount of electricity consumed is enormous, it has extremely unfavorable disadvantages from an economic point of view.
そこでこの発明の目的とするところは、切羽の安定を図
るに必要な所定性状の泥土を作記し得るのはもち論、シ
ールド工法における従来にない作業能率において格段の
向上を図ることができるとともに、経済性の点でも茗し
く良好となる土庄系シールド用添加材を提供しようとす
るものである。Therefore, the purpose of this invention is not only to be able to create mud with a predetermined property necessary for stabilizing the face, but also to significantly improve the work efficiency of the shield construction method, which was unprecedented in the past. The present invention aims to provide a Tonosho-based shielding additive that is economical as well.
上記目的達成のためこの発明は、CMCの水溶液と明ば
ん等の金属塩との反応で生成するゲル状セルロースグリ
コール酸塩を主成分とする添加材を採用したものである
。In order to achieve the above object, the present invention employs an additive whose main component is gelled cellulose glycolate, which is produced by the reaction between an aqueous solution of CMC and a metal salt such as alum.
すなわち、従来の添加材は地上で調整を完了させてから
配管を通してカッターチャンバー内に圧入しでいたこと
から、添加材の性状がそのままダイレクトに地上および
地中の設備ないし感材の内容もしくは規模を決定づける
こととなっていた。In other words, since conventional additives were press-fitted into the cutter chamber through piping after being adjusted on the ground, the properties of the additives directly affect the content or scale of above-ground and underground equipment or sensitive materials. It was to be decided.
この点この発明は、チャンバー内への注入時を現に、添
加材の性状を反応の有無によって飛躍的に転換させ、注
入前においては未反応状態下でこの発明の目的達成にき
わめて有利な性状のものとし、注入後においては、反応
して切羽の安定に充分適用し1りる本来の性状を現出す
る泥土となるようにしたものである。In this respect, the present invention dramatically changes the properties of the additive depending on whether or not it reacts when it is actually injected into the chamber, and before injection, it has properties that are extremely advantageous for achieving the object of the present invention in an unreacted state. After pouring, the clay reacts and becomes mud that is sufficiently applied to stabilize the face and exhibits its original properties.
すなわち、注入前においては、従来の材料に比して比較
的低密度、低粘度の性質をそれぞれ有するCMCの水溶
液及び明ばん等の金属塩とからなる別個独立の複数成分
の添加材となし、圧送後のカッターチャンバー内におい
てはこれらの反応生成物であって、例えばs、ooo
〜100.000 cPのきわめて箸しい高粘度を有
する単一のゲル状セルロースグリコール酸塩を主成分と
した添加材となし得るようにしたものである。That is, before injection, the additive material is made up of multiple independent components consisting of an aqueous solution of CMC and a metal salt such as alum, each having properties of relatively low density and low viscosity compared to conventional materials, These reaction products are present in the cutter chamber after being pumped, such as s, ooo
It can be made into an additive material whose main component is a single gel-like cellulose glycolate having an extremely high viscosity of ~100,000 cP.
従って、この種の添加材を使用するにあたっては、例え
ば地上においてそれぞれ調整したCMCの水溶液と、ゲ
ル化用の金属塩を、別々の配管で圧送し、チャンバーの
注入口付近において合流させ、5,000 〜100.
000 cPの’7’AJ状物としテチャンバー内に注
入する方法が採用し得る。なおもち論、使用方法は上述
例に限定されず適宜採用できることはいうまでもない。Therefore, when using this type of additive, for example, an aqueous CMC solution prepared on the ground and a metal salt for gelling are pumped through separate pipes and brought together near the injection port of the chamber. 000 ~100.
A method may be adopted in which a '7' AJ-shaped substance of 000 cP is injected into the tea chamber. It goes without saying that the method of use is not limited to the above-mentioned example and can be adopted as appropriate.
なお、チャンバー内に注入されるゲル状セルロースグリ
コール[iは従来のものに比して、比重は比較的低いが
、粘度が著しく高いことがら、従来に比して比較的少量
の使用で十分適用することかでき、かつまた低比重の点
をも確実に補旧し1!7で、安定した切羽を構築しくq
ることが&8められている。The gel-like cellulose glycol [i] injected into the chamber has a relatively low specific gravity compared to conventional ones, but has a significantly higher viscosity, so it can be applied in a relatively small amount compared to conventional ones. In addition, it is possible to reliably repair points with low specific gravity and build a stable face with 1!7.
There are many things that can be done.
またゲル状セルロースグリコールFIQ Wは、アルカ
リに安定であるため、例えば裏込セメントと相混じるこ
とがあっても粘性低下を招来でることはない。Moreover, since gel-like cellulose glycol FIQ W is stable in alkali, even if it is mixed with backing cement, for example, it will not cause a decrease in viscosity.
ところで、全屈」蕩としては、明ばんの外、酢酸アルミ
や塩化バリウム等が適当であるが、要するにCMCをゲ
ル状化させる金属塩であればすべて適用し得る。By the way, in addition to alum, aluminum acetate, barium chloride, and the like are suitable as a full-strength salt, but in short, any metal salt that can gel CMC can be used.
以上のごとく、この発明は、CMC水溶液と明ばん等の
金属塩とで反応生成するゲル状セルロースグリコール酸
塩を主成分とした添加材を採用したことから、カッター
チャンバー内l\の注入時を境に、未反応過程と反応過
程とに分けることができる方法を採用することができる
に至ったものである。As described above, this invention employs an additive material whose main component is gelled cellulose glycolate, which is produced by a reaction between a CMC aqueous solution and a metal salt such as alum. At the same time, it has become possible to adopt a method that can separate the unreacted process and the reactive process.
従って、ミキシング等の材料の調整段階では、従来のご
とく、特殊なミキサーを格別に用意する必要はなくなり
、通常のもので充分適用し得ることになった外、移送段
階においても、格別に高圧化した圧送ポンプの使用は不
要となった。さらにまた、未反応時に比して反応後は箸
しく高い粘度のゲル状態が現出し1!7ることがら、従
来所要とした人聞の粘土等に比してほぼi/Too〜1
..1500程度のきわめて少量の使用で充分切羽の安
定化を図ることができることから、添加材量の低減化が
図られ、かつまた配管サイズの減径化が達成されるに至
ったものである。Therefore, in the material adjustment stage such as mixing, it is no longer necessary to prepare a special mixer as in the past, and a regular mixer can be used. It is no longer necessary to use a pressure pump. Furthermore, after the reaction compared to the unreacted state, a gel state with a significantly higher viscosity appears (1!7), which is approximately i/Too~1 compared to the conventionally required human clay.
.. .. Since it is possible to sufficiently stabilize the face by using a very small amount of about 1500, it has been possible to reduce the amount of additive material and also to reduce the diameter of the pipe size.
このように、g9 Ha仝休として従来に比して五しい
省力化が達成されたものであるため、作業性はもち論、
経済性においても一層良好となっt;ものである外、特
に、膜外の省力化は、使用電力の消費量にも大きく影響
を及ぼすため、使用電力損の茗しい低減化を図ったもの
で、この種工法にJ5いてさらに経済性に格段にすぐれ
Iこ添加材を提供しく9たのである。In this way, the g9 Ha holiday has achieved five great labor savings compared to the past, so it has improved workability.
Economical efficiency is also improved; in addition to this, labor saving outside the membrane has a large impact on power consumption, so this method has been designed to significantly reduce power consumption. In addition to J5, we wanted to provide this type of construction method with an additive material that was far more economical.
Claims (1)
に対抗させる土圧系シールド用添加材において、該添加
材がCMCの水溶液と明ばんもしくは酢酸アルミニウム
等の金属塩との反応で生成するゲル状セルロースグリコ
ール酸塩を主成分としたことを特徴とする土圧系シール
ド用添加材。(1) An additive for earth pressure shielding that is injected and kneaded into cut earth and sand to counter the earth pressure and water pressure of the face, and the additive is produced by a reaction between an aqueous solution of CMC and a metal salt such as alum or aluminum acetate. An additive material for earth pressure shielding, which is characterized by containing the produced gel-like cellulose glycolate as its main component.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP59214776A JPS6191280A (en) | 1984-10-12 | 1984-10-12 | Grout for soil pressure resistant shielding |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP59214776A JPS6191280A (en) | 1984-10-12 | 1984-10-12 | Grout for soil pressure resistant shielding |
Publications (1)
Publication Number | Publication Date |
---|---|
JPS6191280A true JPS6191280A (en) | 1986-05-09 |
Family
ID=16661342
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP59214776A Pending JPS6191280A (en) | 1984-10-12 | 1984-10-12 | Grout for soil pressure resistant shielding |
Country Status (1)
Country | Link |
---|---|
JP (1) | JPS6191280A (en) |
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPS62270681A (en) * | 1986-05-20 | 1987-11-25 | Ohbayashigumi Ltd | Earth pressure shield tunneling |
EP0735237A1 (en) * | 1995-03-27 | 1996-10-02 | Nissan Chemical Industries Ltd. | Method for shield excavating soil layer |
Citations (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US3954628A (en) * | 1973-11-26 | 1976-05-04 | Phillips Petroleum Company | Preparation of sea water muds useful for earth drilling operations |
JPS5725585A (en) * | 1980-07-22 | 1982-02-10 | Akihide Tanaka | Square duct |
-
1984
- 1984-10-12 JP JP59214776A patent/JPS6191280A/en active Pending
Patent Citations (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US3954628A (en) * | 1973-11-26 | 1976-05-04 | Phillips Petroleum Company | Preparation of sea water muds useful for earth drilling operations |
JPS5725585A (en) * | 1980-07-22 | 1982-02-10 | Akihide Tanaka | Square duct |
Cited By (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPS62270681A (en) * | 1986-05-20 | 1987-11-25 | Ohbayashigumi Ltd | Earth pressure shield tunneling |
JPH0466275B2 (en) * | 1986-05-20 | 1992-10-22 | Obayashi Constr Co Ltd | |
EP0735237A1 (en) * | 1995-03-27 | 1996-10-02 | Nissan Chemical Industries Ltd. | Method for shield excavating soil layer |
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