Deprecated: The each() function is deprecated. This message will be suppressed on further calls in /home/zhenxiangba/zhenxiangba.com/public_html/phproxy-improved-master/index.php on line 456
JPS5842226B2 - Construction method that forms hardened material in the ground - Google Patents
[go: Go Back, main page]

JPS5842226B2 - Construction method that forms hardened material in the ground - Google Patents

Construction method that forms hardened material in the ground

Info

Publication number
JPS5842226B2
JPS5842226B2 JP52117107A JP11710777A JPS5842226B2 JP S5842226 B2 JPS5842226 B2 JP S5842226B2 JP 52117107 A JP52117107 A JP 52117107A JP 11710777 A JP11710777 A JP 11710777A JP S5842226 B2 JPS5842226 B2 JP S5842226B2
Authority
JP
Japan
Prior art keywords
ground
construction method
cement
hardening
hardened material
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
JP52117107A
Other languages
Japanese (ja)
Other versions
JPS5450114A (en
Inventor
雅夫 島ノ江
光人 内藤
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.)
Asahi Chemical Industry Co Ltd
Original Assignee
Asahi Chemical Industry Co Ltd
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 Asahi Chemical Industry Co Ltd filed Critical Asahi Chemical Industry Co Ltd
Priority to JP52117107A priority Critical patent/JPS5842226B2/en
Publication of JPS5450114A publication Critical patent/JPS5450114A/en
Publication of JPS5842226B2 publication Critical patent/JPS5842226B2/en
Expired legal-status Critical Current

Links

Landscapes

  • Consolidation Of Soil By Introduction Of Solidifying Substances Into Soil (AREA)
  • Soil Conditioners And Soil-Stabilizing Materials (AREA)

Description

【発明の詳細な説明】 この発明は、地盤改良や止水壁の造成あるいは、既成杭
の周辺地盤改良や先端根固めなどを目的とした地中硬化
物を形成せしめる工法に関する。
DETAILED DESCRIPTION OF THE INVENTION The present invention relates to a construction method for forming hardened underground materials for the purpose of ground improvement, construction of water-stop walls, ground improvement around existing piles, and tip root hardening.

従来から地盤中に硬化物を形成せしめるために、セメン
トミルク液、例えば水:セメント−l:1.5(すなわ
ち、W/C=67%)、等のセメントを含む地盤硬化性
液を地盤中に注入充填している。
Conventionally, in order to form a hardened material in the ground, a ground hardening liquid containing cement such as a cement milk liquid, for example, water:cement-1:1.5 (i.e., W/C = 67%), is poured into the ground. It is injected and filled.

しかし、このような硬化性液は混合後静置するとセメン
ト粒子が沈降し、さらにポンプ輸送、噴射注入等を行な
うと発泡する、このため地盤中に注入した場合、固液分
離を起したりあるいは気泡を捲き込み均一な充填を阻害
し、信頼性の高い、均一な硬化物を形成する上で欠点と
なっていた。
However, if such a hardening liquid is left to stand after mixing, the cement particles will settle, and if it is pumped or injected, it will foam. Therefore, if it is injected into the ground, it may cause solid-liquid separation or This has been a drawback in forming a highly reliable and uniform cured product since it entrains air bubbles and impedes uniform filling.

また粘度が低く、伏流水により流失することも多くあり
、この工法の改良が強く要望されていた。
In addition, it has a low viscosity and is often washed away by underground water, so there has been a strong demand for improvements to this method.

この発明は上記の問題点の改良を目的としたもので、ブ
リージングおよび発泡性を著しく改善するとともに、伏
流水に対しても安定である硬化性液を使用した、地盤中
に硬化物を形成せしめる工法を提供するものである。
This invention aims to improve the above-mentioned problems, and uses a hardening liquid that significantly improves breathing and foaming properties and is stable against underground water to form a hardened product in the ground. It provides a construction method.

この工法は、セメント重量に対し少なくとも0.2重量
係の塩基性炭酸マグネシウム(例えば(3〜5)Mg(
03・Mg(OH)2・(3〜7)H2Oなど)を、セ
メントを含む硬化性液に添加し、これを地盤中に注入す
る工法である。
This construction method uses basic magnesium carbonate (e.g. (3-5) Mg (
This is a construction method in which 03・Mg(OH)2・(3-7)H2O, etc.) is added to a hardening liquid containing cement, and this is injected into the ground.

塩基性炭酸マグネシウムをたとえばセメントミルクに添
加した場合の基本的物性の一例は第1表の通りである。
An example of basic physical properties when basic magnesium carbonate is added to cement milk, for example, is shown in Table 1.

第1表の如く、0.2〜1.0係の塩基性炭酸マグネシ
ウムの添加によりブリージング率は極めて低下し、1.
0 %の添加によりフレッシュの状態でも静置してセメ
ント粒子は沈降しない、また粘度が向上する。
As shown in Table 1, the addition of basic magnesium carbonate in an amount of 0.2 to 1.0 significantly reduces the breathing rate;
By adding 0%, cement particles do not settle even when left standing even in a fresh state, and the viscosity improves.

さらに圧縮強度が高くなり、その1例は第2表の通りで
ある。
Moreover, the compressive strength is increased, and an example thereof is shown in Table 2.

ナオ、W/C67%のセメントミルクへの塩基性炭酸マ
グネシウムの添加量の上限は温度により若干の相異はあ
るが4饅程度であり、これ以上添加するならば、セメン
トミルクはゼリー状となりポンプ輸送あるいは噴射注入
が困難になり、この目的に使用することは適当でなくな
る。
Nao, the upper limit of the amount of basic magnesium carbonate added to cement milk with a W/C of 67% is about 4 mounds, although it varies slightly depending on the temperature.If more than this is added, the cement milk will become jelly-like and pump It becomes difficult to transport or inject, making it unsuitable for use for this purpose.

この発明の硬化物を形成する工法は、セメントに対し少
なくとも062重量俤の塩基性炭酸マグネシウムを添加
したセメントを含む硬化性液を常法に従い地盤中に注入
することにより達成される。
The method of forming a hardened product of the present invention is achieved by injecting a hardening liquid containing cement into which at least 0.62 kg of basic magnesium carbonate has been added into the ground according to a conventional method.

この工法では、ブリージング率が低く、粘度の高い硬化
性液を注入するので、従来の硬化性液を用いた工法に比
べ、第1表に示すように固液の分離を起すことが少なく
、均一性が高く強固な硬化物を形成せしめることができ
る。
In this method, a hardening liquid with a low breathing rate and high viscosity is injected, so compared to conventional methods using hardening liquids, solid-liquid separation is less likely to occur as shown in Table 1, resulting in a uniform It is possible to form a hardened product with high properties.

また粘度が高いため伏流水による流失の機会も減少する
The high viscosity also reduces the chances of it being washed away by underground water.

従来のセメントミルク工法で周辺固定液が流失して施工
不可能な場合でも、この発明の工法によって流失がおさ
えられ、安定した施工が可能となる。
Even when the conventional cement milk construction method is impossible due to the surrounding fixative being washed away, the construction method of the present invention prevents the washing away and enables stable construction.

さらにこの硬化性液を用いた工法の特徴は、少量の消泡
剤によって、従来のセメントを含む硬化性液に比べ、顕
著に発泡を抑制し得る点である。
Furthermore, a feature of the construction method using this hardening liquid is that foaming can be significantly suppressed by using a small amount of antifoaming agent, compared to conventional hardening liquids containing cement.

例えば消泡剤としてサンノブロ社製の商品名「ノブコN
XZ」(脂肪酸エステル系の消泡剤)をセメント100
g当り0.033cc添加したセメントミルク(W/C
67%、塩基性炭酸マグネシウム1.0重量%(対セメ
ント)添加)はポンプ輸送の際も全く気泡を発生しない
For example, as an antifoaming agent, the product name "Nobuco N" manufactured by San Nobro Co., Ltd.
XZ” (fatty acid ester antifoaming agent) to cement 100%
Cement milk added with 0.033cc per g (W/C
67%, basic magnesium carbonate added at 1.0% by weight (based on cement) does not generate any bubbles during pumping.

この結果、この工法では少量の消泡剤を添加した硬化性
液を注入することによって、気泡部分の極めて少ない硬
化物を地盤中に形成することができる。
As a result, in this construction method, by injecting a hardening liquid containing a small amount of antifoaming agent, it is possible to form a hardened product in the ground with very few air bubbles.

消泡剤としては、前述した脂肪酸エステル系の消泡剤の
外シリコン系、脂肪酸エステル系、金属石ケン、燐酸エ
ステル系等を用いても、大きな消泡効果を挙げうる。
In addition to the above-mentioned fatty acid ester antifoaming agents, silicone-based, fatty acid ester-based, metal soap, phosphoric acid ester-based antifoaming agents, etc. can also be used to achieve a great antifoaming effect.

なお、この工法の対象の硬化性液は水、セメントよりな
るセメントミルクに限定されるものではなく、セメント
を主硬化性成分とする硬化性液に適用しても同様の効果
を挙げることができる。
The hardening liquid targeted by this method is not limited to cement milk made of water and cement; the same effect can be achieved even when applied to hardening liquids whose main hardening component is cement. .

Claims (1)

【特許請求の範囲】 1 地盤中にセメントを含む硬化性液を注入して地中硬
化物を形成させるにあたり、セメントの重量に対し小な
くともO12重量幅の塩基性炭酸マグネシウムを添加し
た硬化性液を地盤に注入することを特徴とする地盤中に
硬化物を形成する工法。 2 硬化性液に消泡剤を添加することを特徴とする特許
請求の範囲第1項記載の地盤中に硬化物を形成する工法
[Scope of Claims] 1. A hardening solution in which basic magnesium carbonate is added in an amount of at least O12 by weight based on the weight of cement, when a hardening liquid containing cement is injected into the ground to form a hardened product. A construction method that forms a hardened material in the ground, which is characterized by injecting liquid into the ground. 2. The construction method for forming a hardened material in the ground according to claim 1, which comprises adding an antifoaming agent to the hardening liquid.
JP52117107A 1977-09-29 1977-09-29 Construction method that forms hardened material in the ground Expired JPS5842226B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP52117107A JPS5842226B2 (en) 1977-09-29 1977-09-29 Construction method that forms hardened material in the ground

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP52117107A JPS5842226B2 (en) 1977-09-29 1977-09-29 Construction method that forms hardened material in the ground

Publications (2)

Publication Number Publication Date
JPS5450114A JPS5450114A (en) 1979-04-19
JPS5842226B2 true JPS5842226B2 (en) 1983-09-17

Family

ID=14703568

Family Applications (1)

Application Number Title Priority Date Filing Date
JP52117107A Expired JPS5842226B2 (en) 1977-09-29 1977-09-29 Construction method that forms hardened material in the ground

Country Status (1)

Country Link
JP (1) JPS5842226B2 (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP1229006A2 (en) 2001-02-06 2002-08-07 Eberhard Recycling AG Process for producing porous cementitious solid bodies , solid bodies obtained from this process as well as use thereof

Families Citing this family (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS57102986A (en) * 1980-12-18 1982-06-26 Ikeda Takeshi Ground coagulant and coagulation of ground
JPS57200483A (en) * 1981-06-03 1982-12-08 Ikeda Takeshi Ground coagulant and ground coagulation
JP6159994B2 (en) * 2012-06-18 2017-07-12 株式会社日本住宅保証検査機構 Synthetic replacement column and its construction equipment and construction method
JP7228416B2 (en) * 2019-03-12 2023-02-24 株式会社テノックス Fiber-containing cement milk and method for injecting fiber-containing cement milk using pressure pump
JP2022056692A (en) * 2020-09-30 2022-04-11 太平洋セメント株式会社 Solidification material and soil solidification method

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP1229006A2 (en) 2001-02-06 2002-08-07 Eberhard Recycling AG Process for producing porous cementitious solid bodies , solid bodies obtained from this process as well as use thereof

Also Published As

Publication number Publication date
JPS5450114A (en) 1979-04-19

Similar Documents

Publication Publication Date Title
JPS5842226B2 (en) Construction method that forms hardened material in the ground
JP6071064B2 (en) Injection material and method for manufacturing the injection material
CN116589220A (en) Novel cement foaming agent
JPH0543286A (en) Production of cement-based slurry composition
US4133179A (en) Soil stabilizing method using air bubbled solidifying suspension
JP5641396B2 (en) Light injection material and injection method of light injection material
JP4159632B2 (en) Foaming agent for lightweight cellular concrete
RU2173694C2 (en) Solid foaming formulation for removing liquid from wells and method of preparation thereof
JP6804059B2 (en) Chemical injection method
JPH0236154B2 (en) JIBANCHUNYUZAIOYOBIJIBANNOANTEIKAHOHO
JPS6027706B2 (en) Ground injection method
JPS5534201A (en) Improved method of construction of poor subsoil
JPS5935952B2 (en) How to strengthen soil
JPH07324188A (en) Grout for the ground and method for grouting the ground
JP4110213B2 (en) Structure gap injection filler
JPH03215337A (en) Stabilizer for mortar
JPS557807A (en) Preparation of cement asphalt grout having excellent low-temperature resistance
JPH0721182B2 (en) Injection method of cement-based liquid and carbon dioxide
JPS602277B2 (en) Manufacturing method for lightweight building materials
JPH11241336A (en) Ground hardening injection material, and ground injection construction method using same
JPS5842228B2 (en) Doshitsu no Antei Kahouhou
SU1067141A1 (en) Composition for consolidating soil
JPH108053A (en) Soil stabilizer and soil stabilization method using it
JP2002194352A (en) Ground stabilizing chemical and soil stabilization method using the same
JPH01270911A (en) Defoaming gel-breaking agent of dug out muck