JPS601907B2 - chemical crushing agent - Google Patents

chemical crushing agent

Info

Publication number
JPS601907B2
JPS601907B2 JP20094381A JP20094381A JPS601907B2 JP S601907 B2 JPS601907 B2 JP S601907B2 JP 20094381 A JP20094381 A JP 20094381A JP 20094381 A JP20094381 A JP 20094381A JP S601907 B2 JPS601907 B2 JP S601907B2
Authority
JP
Japan
Prior art keywords
crushing agent
cao
caf
chemical
chemical crushing
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
JP20094381A
Other languages
Japanese (ja)
Other versions
JPS58103572A (en
Inventor
元康 西村
正範 三浦
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.)
Central Glass Co Ltd
Original Assignee
Central Glass 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 Central Glass Co Ltd filed Critical Central Glass Co Ltd
Priority to JP20094381A priority Critical patent/JPS601907B2/en
Publication of JPS58103572A publication Critical patent/JPS58103572A/en
Publication of JPS601907B2 publication Critical patent/JPS601907B2/en
Expired legal-status Critical Current

Links

Description

【発明の詳細な説明】 本発明は、コンクリート、岩石等を火薬類を便うことな
く安全に且つ、徐々に破壊する化学的破砕剤に関するも
のである。
DETAILED DESCRIPTION OF THE INVENTION The present invention relates to a chemical crushing agent that can safely and gradually destroy concrete, rocks, etc. without using explosives.

従来、土木工事等でコンクリート、岩石等を破壊する場
合には、火薬類による爆発解体又はブレーカーなどによ
る機械的解体が行なわれてきた。
Conventionally, when destroying concrete, rocks, etc. in civil engineering work, etc., explosive demolition using explosives or mechanical demolition using breakers or the like has been carried out.

しかしこれらは、騒音、振動、飛石、粉塵、ガス等を発
生し安全、公害面での対策が必要となり都市ビルの破壊
、住宅密集地での工事には不向きとされている。一方生
石灰を主成分として、これらの水和による膨脹圧を利用
して、コンクリート、岩石等を静的に破壊しうろことは
以前より知られていたが、生石灰の水和速度は非常に遠
く生石灰のスラリーが膨脹する際、破砕孔よりスラリー
が流出し膨脹圧が逃げてしまうため、破砕剤としてはこ
のままでは使用できない。
However, these systems generate noise, vibration, flying stones, dust, gas, etc., and require safety and pollution countermeasures, making them unsuitable for destroying urban buildings or for construction in densely populated residential areas. On the other hand, it has been known for some time that scales that contain quicklime as its main component can statically destroy concrete, rocks, etc. by utilizing the expansion pressure caused by hydration, but the hydration rate of quicklime is very far from that of quicklime. When the slurry expands, it flows out from the crushing holes and the expansion pressure escapes, so it cannot be used as a crushing agent as it is.

これを改善する方法として、破砕孔の関口部を急硬性セ
メント又は器具により塞ぐ方法が提案されているが、操
作がやつかいで実用的ではない。
As a method to improve this, a method has been proposed to close the entrance of the fracture hole with a rapidly hardening cement or an instrument, but this method is difficult to operate and is not practical.

本発明は、これらの欠点を改良すべく研究した結果なさ
れたもので、焼成によって得た主成分組成としてCa0
を30〜95M%、CaF2をCa○/CaF2の重量
比が1〜80となるように含み、かつCa0がCaF2
で覆われていることを特徴とする化学的破砕剤をその要
旨とするものである。すなわち本発明は焼成による主成
分がCa0で、そのCa0がCaF2で覆われたものは
、水和速度が比較的遅いが膨脹率が大なることの知見に
基づいてなされたものである。本発明の破砕剤の成分範
囲はCa030〜95wt%、好ましくは45〜95w
t%であるが、Ca○の含有量が3仇れ%未満の場合に
はCa0の効果が十分に発揮されず、破砕に必要な膨脹
圧が得られない。
The present invention was made as a result of research to improve these drawbacks, and the main component composition obtained by firing is Ca0.
Contains 30 to 95 M% of CaF2, and contains CaF2 such that the weight ratio of Ca○/CaF2 is 1 to 80, and Ca0 is CaF2
Its gist is a chemical crushing agent characterized by being coated with That is, the present invention was made based on the knowledge that when the main component is Ca0 and the Ca0 is covered with CaF2, the hydration rate is relatively slow, but the expansion rate is high. The component range of the crushing agent of the present invention is Ca030 to 95 wt%, preferably 45 to 95 wt%.
t%, but if the content of Ca0 is less than 3%, the effect of Ca0 will not be sufficiently exhibited and the expansion pressure necessary for crushing will not be obtained.

さらに95wt%を越える場合には、特に顕著な膨脹圧
増加は認められず、しかも、95wt%を越える場合に
は、Ca0源として安価な生石灰が純度的に用いられず
経済的ではない。CaF2はCa○/CaF2の重量比
で1〜80となるように含むものであり、その比が1よ
り小さい場合には、他の成分との兼合もあるが、比較的
にCa○含量が少なくなるため十分な膨脹圧が得られず
、また、Ca○の活性を抑えすぎる結果となり、十分な
膨脹圧が発現しない。
Furthermore, if it exceeds 95 wt%, no particularly remarkable increase in expansion pressure is observed, and if it exceeds 95 wt%, cheap quicklime cannot be used as a Ca0 source in terms of purity, making it uneconomical. CaF2 is contained so that the weight ratio of Ca○/CaF2 is 1 to 80. If the ratio is less than 1, it may be combined with other components, but the Ca○ content is relatively low. Since the amount decreases, sufficient expansion pressure cannot be obtained, and the activity of Ca○ is suppressed too much, so that sufficient expansion pressure is not developed.

また、Ca○/CaF2の重量比が80を越える場合に
は、十分な水和遅延効果が認められず、水と混ぜた場合
Ca0は短時間の内に爆発的に水和する。また本発明に
おいては、焼成原料中のCa0に対して補助成分として
SP2、AI203、Fe203、CaS04等を0〜
20%の範囲で混合して焼成した場合、次a○・Si0
2、3Ca○・Si02、Ca○・AI203、Ca○
・74203、本a○・Fe203、Ca01CaS0
4等の化合物を作りCa○の水和抑制に効果があり、こ
れらを適宜用い得るものである。
Further, when the weight ratio of Ca○/CaF2 exceeds 80, sufficient hydration retarding effect is not observed, and when mixed with water, Ca0 hydrates explosively within a short period of time. In addition, in the present invention, SP2, AI203, Fe203, CaS04, etc. are added as auxiliary components to Ca0 in the firing raw material.
When mixed and fired in a range of 20%, the following a○・Si0
2, 3Ca○・Si02, Ca○・AI203, Ca○
・74203, book a○・Fe203, Ca01CaS0
Compounds such as No. 4 are effective in suppressing the hydration of Ca○, and these compounds can be used as appropriate.

本発明の化学的破砕剤の調製は所定の組成となるように
生石灰、または炭酸カルシウムをフッ素化合物(NaF
、KF、Na3AIF6、AIF3、NはF、HF、N
a2SiF6等)と混合し、また更に要すればSP2、
AI203、Fe203、CaS04を0〜20%の範
囲で混合し、800〜1400qoにて焼成し、該焼成
物を粉砕することにより行なわれるものである。
The chemical crushing agent of the present invention is prepared by mixing quicklime or calcium carbonate with a fluorine compound (NaF) so that it has a predetermined composition.
, KF, Na3AIF6, AIF3, N is F, HF, N
a2SiF6, etc.), and if necessary, SP2,
It is carried out by mixing AI203, Fe203, and CaS04 in a range of 0 to 20%, firing at 800 to 1400 qo, and pulverizing the fired product.

この焼成温度は80000未満では十分な遅延効果が得
られず、140000を越えても特に水和遅延効果が増
大することもないため140000以下での焼成で充分
である。また本発明の化学的破砕剤の調製においては、
焼成時CaF2の生成反応とCa○の焼きしめ効果が並
行して行なわれる時に水和遅延効果が大となるものであ
る。
If the firing temperature is less than 80,000, a sufficient retardation effect cannot be obtained, and if it exceeds 140,000, the hydration retardation effect does not particularly increase, so firing at a temperature of 140,000 or less is sufficient. In addition, in the preparation of the chemical crushing agent of the present invention,
The hydration retardation effect becomes large when the CaF2 production reaction and the Ca◯ hardening effect occur in parallel during firing.

これに対してHF、N比F等常温においてCaF2生成
反応が進行するものは水和遅延効果が少なく、また単に
CaF2をCa0に混合して焼成したものは、水和遅延
効果は認められず、し、ずれも好ましくない。本発明の
破砕剤はこれら焼成による主成分のみでも、破砕剤とし
て極めて優れたものであるが、さらに水和遅延効果及び
作業性等を考慮して各種助剤を添加することにより、よ
り実用的な破砕剤とし得るものである。
On the other hand, those in which the CaF2 production reaction proceeds at room temperature, such as HF and N ratio F, have little hydration retardation effect, and those in which CaF2 is simply mixed with Ca0 and fired have no hydration retardation effect. However, the deviation is also not desirable. The crushing agent of the present invention is extremely excellent as a crushing agent even with only the main components obtained by firing, but it can be made more practical by adding various auxiliary agents in consideration of the hydration retardation effect and workability. It can be used as a crushing agent.

具体的な功剤としては、減水剤、保持剤、硬化始発遅延
剤等があり、減水剤を用いることにより操作性が向上す
るものであり、この減水剤としては、リグニン系、高級
多価アルコールのスルホン酸塩およびその高縮合化合物
系、ポリオール複合体系、水溶性メラミン樹脂系、B−
ナフタリンスルホン酸ホルマリン縮合物系などの各種の
ものを用いることができ、添加量としては0.5〜がt
%の範囲が好ましい。0.5M%未満では減水作用が現
われず、がt%を越える添加をしてもその効果は向上し
ない。
Specific effective agents include water reducing agents, retention agents, hardening start retardants, etc. Using water reducing agents improves operability, and water reducing agents include lignin-based, higher polyhydric alcohols, etc. sulfonate and its highly condensed compound system, polyol composite system, water-soluble melamine resin system, B-
Various types such as naphthalene sulfonic acid formalin condensate can be used, and the amount added is 0.5 to t.
A range of % is preferred. If it is less than 0.5 M%, no water-reducing effect will occur, and if it is added in excess of t%, the effect will not improve.

また、保持剤は必ずしも必要ではないが水硬性石こうを
添加することにより、石こうが速やかに硬化し、破砕剤
の型の保持及び混入水の保持に役立つものである。
Furthermore, although a retaining agent is not necessarily required, adding hydraulic gypsum will quickly harden the gypsum, which will help retain the shape of the crushing agent and retain mixed water.

水硬性石こうの量は3れ%未満では硬化が不十分で特に
添加した効果が発揮できず、あまり多量になると池成分
との兼合もあるが、主成分の量が相対的に少なくなるた
め、3冊t%以下程度が好ましい。また、水硬性石こう
としては、Q−半水石こう、8一半水石こう、O型無水
石こう等を用いることが出来るが、その水和速度からQ
・8半水石こうの使用が好ましい。また、硬化始発遅延
剤としては、クエン酸、コハク酸、リンゴ酸、マロン酸
等の有機カルボン酸、砂糖等の多糖類、トリポリりん酸
ソーダ、ピロりん酸ソーダ、りん酸カルシウム等のりん
酸塩、ホゥ砂等のホウソ化合物、銅化合物、アミノ酸、
たんぱく分解物の内より選択した1種類または混合可能
なものならば2種類以上を使用することが出来、その添
加量は経済性、実効を勘案した場合0.01〜1.冊t
%の範囲が好ましい。本発明の破砕剤を実際に用いる場
合には、破砕剤10の重量部に水30〜4の重量部を加
えスラリー化し被破砕物に穿孔した孔中に注入し、静層
すればよく、徐々にCa○の水和が進行し硬化膨脹する
ことで被破砕物を無音状態で破砕する。次に実施例およ
び比較例により更に詳細に本発明を説明する。
If the amount of hydraulic gypsum is less than 3%, curing will be insufficient and the added effect will not be achieved.If the amount is too large, it may interfere with the pond component, but the amount of the main component will be relatively small. , about 3 t% or less is preferable. In addition, as hydraulic gypsum, Q-hemihydrate gypsum, 81-hemihydrate gypsum, O-type anhydrous gypsum, etc. can be used, but due to their hydration rate, Q
・It is preferable to use 8-hemihydrate gypsum. In addition, as hardening start retarders, organic carboxylic acids such as citric acid, succinic acid, malic acid, and malonic acid, polysaccharides such as sugar, and phosphates such as sodium tripolyphosphate, sodium pyrophosphate, and calcium phosphate are used. , borax compounds such as borax, copper compounds, amino acids,
One type selected from protein decomposition products or two or more types that can be mixed can be used, and the amount added is 0.01-1. Book t
A range of % is preferred. When actually using the crushing agent of the present invention, it is sufficient to add 30 to 4 parts by weight of water to 10 parts by weight of the crushing agent to form a slurry, inject it into holes drilled in the object to be crushed, and form a static layer. As the hydration of Ca○ progresses and it hardens and expands, the object to be crushed is crushed silently. Next, the present invention will be explained in more detail with reference to Examples and Comparative Examples.

実施例1〜8、比較例1、2 100メッシュパスに粉砕した生石灰(Ca09肌t%
)100重量部に対して、フッ素化合物としてNaF、
Na3NF6、Na2SiF6を、また補助成分として
Si02、山203、Fe203、CaS04を表1に
示す如く混合し、電気炉にて1000o0で2時間焼成
してクリンカーを得た。
Examples 1 to 8, Comparative Examples 1 and 2 Quicklime (Ca09 skin t%) crushed to 100 mesh pass
) per 100 parts by weight, NaF as a fluorine compound,
Na3NF6, Na2SiF6 and auxiliary components Si02, Yama203, Fe203, and CaS04 were mixed as shown in Table 1, and fired in an electric furnace at 1000o0 for 2 hours to obtain a clinker.

このものをデシケーター内で室温まで放令した後、80
メッシュパスのものを得た。このものはX線回折により
、いずれも原料フッ素化合物は存在せず、CaF2がC
a○を覆うように生成していることを確認した。この粉
末に表1に示す如く助剤を加えた後所定量の水によりス
ラリー化し、1の×lm×1凧のコンクリート魂に3肌
◇×40肌の穴をあげ注入し、その破壊効果を観察した
。この結果を表1に示す。比較例 3 100メッシュパスに粉砕した生石灰(Cao9肌t%
)10の重量部に対して蚤石(CaF297%)15重
量部を加えてよく混合し、実施例1〜8と同一条件で破
砕剤を調製し同様の試験を行なった。
After leaving this material in a desiccator to room temperature,
Got the mesh path thing. X-ray diffraction revealed that no raw material fluorine compounds were present in this product, and that CaF2 was
It was confirmed that it was generated to cover a○. After adding auxiliary agents to this powder as shown in Table 1, it was made into a slurry with a predetermined amount of water, and poured into a concrete soul of 1 × 1 m × 1 kite with a hole of 3 skins ◇ × 40 skins, and its destructive effect was evaluated. Observed. The results are shown in Table 1. Comparative Example 3 Quicklime crushed to 100 mesh pass (Cao9 skin t%
), 15 parts by weight of fluorite (CaF297%) were added and mixed well, and a crushing agent was prepared under the same conditions as in Examples 1 to 8, and the same tests were conducted.

この結果を表1に示す。略 聖 翼 溝 S 鱈 」 亀 ピ 暮 S 蓮 蟻 8 理筆 薄セ 入恥 小ぜ 華電 鍵理 隼馨 溝唯 −溝 溝守 煙撚 Sも 遠y 曇る ÷亀 へ8 き態 Hy 触り 辰′ 鯉) ム* 入は へ船。The results are shown in Table 1. omitted holy wings groove S cod ” turtle Pi night S lotus ant 8 Physical writing Thin se embarrassment Small Kaden Key theory Kaoru Hayabusa Yui Mizo - Groove Mizomori smoke twist S too far y cloudy ÷Turtle to 8 state of mind Hy touch Dragon' carp) M* The entry is Ship to.

三脂で へり峠 N 9@ 世With three fats Heri Pass N 9@ world

Claims (1)

【特許請求の範囲】 1 焼成によって得た主成分組成として、CaOを30
〜95wt%、CaF_2をCaO/CaF_2の重量
比が1〜80となるように含み、かつ、CaOがCaF
_2で覆われていることを特徴とする化学的破砕剤。 2 CaF_2源がCaOとの焼成、反応によりCaF
_2を生成するフツ素化合物である特許請求の範囲第1
項記載の化学的破砕剤。 3 焼成原料として、CaOに対して20wt%以下の
SiO_2、Al_2O_3、Fe_2O_3、CaS
O_4を加えてなる特許請求の範囲第1項又は第2項記
載の化学的破砕剤。 4 助剤としてセメント減水剤が0.5〜2wt%とな
るように添加されてなる特許請求の範囲第1項ないし第
3項のいずれかに記載の化学的破砕剤。 5 助剤である保持剤として、水硬性石こうが3〜30
wt%となるように添加されてなる特許請求の範囲第1
項ないし第4項のいずれかに記載の化学的破砕剤。 6 助剤である硬化始発遅延剤として有機カルボン酸、
多糖類、りん酸塩、ホウ素化合物、銅化合物、アミノ酸
、たんぱく分解物のうちより選択した少なくとも1種以
上が0.01〜1.0wt%となるように添加されてな
る特許請求の範囲第1項ないし第5項のいずれかに記載
の化学的破砕剤。
[Claims] 1. The main component composition obtained by firing is 30% of CaO.
~95 wt%, CaF_2 such that the weight ratio of CaO/CaF_2 is 1 to 80, and CaO is CaF
A chemical crushing agent characterized in that it is covered with _2. 2 CaF_2 source becomes CaF by calcination and reaction with CaO
Claim 1, which is a fluorine compound that produces _2
Chemical disruption agents as described in Section. 3 As firing raw materials, SiO_2, Al_2O_3, Fe_2O_3, CaS in an amount of 20 wt% or less based on CaO
The chemical crushing agent according to claim 1 or 2, further comprising O_4. 4. The chemical crushing agent according to any one of claims 1 to 3, wherein a cement water reducing agent is added as an auxiliary agent in an amount of 0.5 to 2 wt%. 5 Hydraulic gypsum is used as an auxiliary retention agent of 3 to 30%
Claim 1: wt%
The chemical crushing agent according to any one of Items 1 to 4. 6 Organic carboxylic acid as an auxiliary curing initiation retardant,
Claim 1: At least one selected from among polysaccharides, phosphates, boron compounds, copper compounds, amino acids, and protein decomposition products is added in an amount of 0.01 to 1.0 wt%. The chemical crushing agent according to any one of Items 5 to 6.
JP20094381A 1981-12-15 1981-12-15 chemical crushing agent Expired JPS601907B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP20094381A JPS601907B2 (en) 1981-12-15 1981-12-15 chemical crushing agent

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP20094381A JPS601907B2 (en) 1981-12-15 1981-12-15 chemical crushing agent

Publications (2)

Publication Number Publication Date
JPS58103572A JPS58103572A (en) 1983-06-20
JPS601907B2 true JPS601907B2 (en) 1985-01-18

Family

ID=16432871

Family Applications (1)

Application Number Title Priority Date Filing Date
JP20094381A Expired JPS601907B2 (en) 1981-12-15 1981-12-15 chemical crushing agent

Country Status (1)

Country Link
JP (1) JPS601907B2 (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH0422011Y2 (en) * 1985-12-25 1992-05-20

Families Citing this family (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS58147480A (en) * 1982-02-27 1983-09-02 Nippon Cement Co Ltd Brittle material fracturing agent
US4565579A (en) * 1982-10-28 1986-01-21 Central Glass Company, Limited Nonexplosive chemical composition for gently breaking rock or concrete mass
JPS59100181A (en) * 1982-11-30 1984-06-09 Sumitomo Cement Co Ltd Retarder for expansive crushing agent

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH0422011Y2 (en) * 1985-12-25 1992-05-20

Also Published As

Publication number Publication date
JPS58103572A (en) 1983-06-20

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