JPS5857485A - Crushing agent for concrete, rock and the like - Google Patents

Crushing agent for concrete, rock and the like

Info

Publication number
JPS5857485A
JPS5857485A JP15456081A JP15456081A JPS5857485A JP S5857485 A JPS5857485 A JP S5857485A JP 15456081 A JP15456081 A JP 15456081A JP 15456081 A JP15456081 A JP 15456081A JP S5857485 A JPS5857485 A JP S5857485A
Authority
JP
Japan
Prior art keywords
calcium carbide
water
crushing
particles
concrete
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.)
Granted
Application number
JP15456081A
Other languages
Japanese (ja)
Other versions
JPS6363598B2 (en
Inventor
Kenkichi Hirano
健吉 平野
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.)
Denka Co Ltd
Original Assignee
Denki Kagaku Kogyo KK
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 Denki Kagaku Kogyo KK filed Critical Denki Kagaku Kogyo KK
Priority to JP15456081A priority Critical patent/JPS5857485A/en
Publication of JPS5857485A publication Critical patent/JPS5857485A/en
Publication of JPS6363598B2 publication Critical patent/JPS6363598B2/ja
Granted legal-status Critical Current

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  • Drilling And Exploitation, And Mining Machines And Methods (AREA)
  • Working Measures On Existing Buildindgs (AREA)
  • Disintegrating Or Milling (AREA)

Abstract

PURPOSE:To provide the titled crushing agent which exhibits an excellent crushing effect in a short time even at a temp. below the freezing point, comprising calcium carbide as a principal ingredient. CONSTITUTION:Industrial calcium carbide particles having a grain size of 6,000 cm<2>/g or below are used. It is preferred to use particles having such a purity that 50-300l of acetylene gas/kg is produced at 20 deg.C under atmospheric pressure when reacted with water. Holes made in a brittle object such as rock or concrete are filled with said calcium carbide particles. Water is added thereto to react the particles with water, whereby the brittle object is crushed. When 5-70pts. hydraulic material such as ultraquick-hardening cement per 100pts. calcium carbide is blended, a crushing agent exhibiting a further excellent effect can be obtd.

Description

【発明の詳細な説明】 本発明は、コンクリート、岩G等の破砕剤に関する。従
来、岩石やコンクII −ト等の脆性物体を破壊するに
は、穿孔した脆性物体の孔内に生石灰を主材とする水性
スラリーを充てんし、水利反応による膨張力を利用する
方法が提案されている(特開昭56−67059号公報
)。
DETAILED DESCRIPTION OF THE INVENTION The present invention relates to a crushing agent for concrete, rock, etc. Conventionally, in order to destroy brittle objects such as rocks and concrete, a method has been proposed in which the holes of the brittle objects are filled with an aqueous slurry mainly composed of quicklime, and the expansion force generated by the water use reaction is utilized. (Japanese Unexamined Patent Publication No. 56-67059).

しかし、この方法には次のような欠点がある。However, this method has the following drawbacks.

1)破砕までに約10〜24時間以上の長時間が必要で
ある。
1) It takes a long time of about 10 to 24 hours or more to crush.

2)反応速度が温度により大きく左右されるので、5°
C−30℃の実用温度範囲においては3〜4種類の反応
速度の異なる材料の準備が必要である。
2) Since the reaction rate is greatly affected by temperature, 5°
In the practical temperature range of C-30°C, it is necessary to prepare three to four types of materials with different reaction rates.

3)水中においては施工ができない。3) Construction cannot be carried out underwater.

本発明者は、これらの欠点を解決するだめに種々検討し
た結果、カルシウムカーバイドな脆性物体にあけた孔に
水と共に入れるか、カーバイPを入れた後に水な加える
ことにより前記欠点を解決できることを見い出し、本発
明を完成したものである。
As a result of various studies in order to solve these drawbacks, the inventor of the present invention found that the above drawbacks can be solved by pouring water into a hole made in a brittle calcium carbide object, or by adding water after pouring Carby-P. The heading completes the invention.

すなわち、本発明は、カルシウムカーバイド又はこれに
水硬性物質を含有してなるコンクリート、岩石等の破砕
剤である。
That is, the present invention is a crushing agent for concrete, rock, etc., which contains calcium carbide or a hydraulic substance therein.

本発明で使用されるカルシウムカーバイドは、工業的に
生産される不純物を含有するものであって、通常、炭材
と生石灰の混合物を高温で反応させて製造される。カル
シウムカーバイドの純度はこれを水と反応させその1〜
あたジのアセチレンガス発生量によって決めている(純
粋のものは20℃1気圧で566 l/縁)が、その発
生量は5〜35Qgとくに50〜3001のものは短時
間で脆性物体を破砕できるので好適である。カルシウム
カーバイドの純度が高くても破砕効果に影響を与えない
が、使用時にアセチレンガスが多量に発生するので保安
上好ましく−4い。
The calcium carbide used in the present invention is industrially produced and contains impurities, and is usually produced by reacting a mixture of carbonaceous material and quicklime at high temperatures. The purity of calcium carbide is determined by reacting it with water.
It is determined by the amount of acetylene gas generated (pure one is 566 l/edge at 20℃ and 1 atm), but the amount of generation is 5 to 35 Qg, especially those of 50 to 3001 can crush brittle objects in a short time. This is suitable because it can be done. Even if the purity of calcium carbide is high, it does not affect the crushing effect, but since a large amount of acetylene gas is generated during use, it is undesirable from the viewpoint of safety.

カルシウムカーバイドの粒度としてはあまり微粉すぎる
と反応が速く、アセチレンガスの発生により孔からカル
シウムカーバイドがふき出ることがあるので適当な粒子
径が必要である。その粒度は一ル−ン値で6000 c
rn2fi Jノ、下好ましくは300、 Ocrn2
/f以下が好ましい。しかし、油等を添加したりして水
との反応を′適当におさえることができればこの限りで
はない。最大径としてはスラリー注入孔に入るものであ
れば数m程度のものでも使用できる。
If the particle size of calcium carbide is too fine, the reaction will be rapid and calcium carbide may blow out from the pores due to the generation of acetylene gas, so an appropriate particle size is required. Its particle size is 6000 c in one rune value.
rn2fi Jノ, preferably 300, Ocrn2
/f or less is preferable. However, this is not the case if the reaction with water can be appropriately suppressed by adding oil or the like. As long as the maximum diameter can fit into the slurry injection hole, a diameter of several meters can be used.

従来の生石灰を主体とする材料は水硬性物質と併用する
ことが必要条件であったが、本発明では水硬性物質がな
くとも使用できる利点がある。もちろん水硬性物質と混
合使用すれば更に効果が大きいことは言うまでもない。
Conventional materials mainly composed of quicklime had to be used together with a hydraulic substance, but the present invention has the advantage that it can be used without a hydraulic substance. Of course, it goes without saying that the effect will be even greater if used in combination with a hydraulic substance.

その配合量はカルシウムカーバイド100部に対して5
〜70部の範囲が効果的である。
Its blending amount is 5 parts per 100 parts of calcium carbide.
A range of 70 parts is effective.

水硬性物質としては、普通ポルトランドセメントや混合
セメントなどのポルトランド系セメント、超速硬セメン
ト、アルミナセメント、水硬性カルシウムアルミネート
、半水石膏の単独又は併用が使用できる。特に超速硬セ
メントは反応速度がカルシウムカーバイドとうまくバラ
ンスがとれ、硬化と膨張が同時に行われるので短時間に
破砕できるので好ましいことである。その超速硬セメン
トとしては、CaOをC1Al2O3をAで表わすもの
として、C□、A7CaF2、Cl2A7、CA1C3
A1CA2、C3A 3 Ca F2 等めカルシウム
アルミネートと無水石こう、半水石こう、2水石こう、
硫酸ソーダー等の無機硫酸塩との混合物、とくに前者1
に対し後者を0.3〜5の重量比とした混合物、さらに
は、これらのカルシウムアルミネートと無機硫酸塩を含
有させたセメントがあげられる。これらの中にあって、
カルシウムアルミネートを無定形物とし無機硫酸塩を無
水石こうとしたものが最も好ましい。
As the hydraulic substance, Portland cement such as ordinary Portland cement or mixed cement, ultra-fast hardening cement, alumina cement, hydraulic calcium aluminate, and hemihydrate gypsum can be used alone or in combination. In particular, ultra-fast-hardening cement is preferable because its reaction rate is well balanced with that of calcium carbide, and since hardening and expansion occur simultaneously, it can be crushed in a short time. The ultra-fast hardening cements are C□, A7CaF2, Cl2A7, CA1C3 where CaO is represented by C1Al2O3 and A is
A1CA2, C3A 3 Ca F2 etc. Calcium aluminate and anhydrous gypsum, hemihydrate gypsum, dihydrate gypsum,
Mixtures with inorganic sulfates such as sodium sulfate, especially the former 1
Examples include mixtures containing the latter in a weight ratio of 0.3 to 5, and cements containing these calcium aluminates and inorganic sulfates. Among these,
It is most preferable to use calcium aluminate as an amorphous material and inorganic sulfate as anhydrous gypsum.

カルシウムカーバイド、がなぜコンクリートや岩石等を
破壊する効果があるかは明らかではないが、カルシウム
カーバイドの反応活性が′大きいために水との反応速度
が大きく、生成する水酸化カルシウム結晶の成長が速い
ために生石灰のみを使用した材料より短時間で反応温度
に左右されることなく破砕が可能となるものと思われる
。その際、混和材として減水剤や遅延剤を加えろと水量
を少なくでと破砕効果が更に大きくすることもできる。
It is not clear why calcium carbide has the effect of destroying concrete, rocks, etc., but because calcium carbide has a high reaction activity, its reaction rate with water is high, and the resulting calcium hydroxide crystals grow quickly. Therefore, it is thought that crushing can be done in a shorter time than with materials using only quicklime, regardless of the reaction temperature. At this time, the crushing effect can be further increased by adding a water reducing agent or a retarding agent as an admixture or by reducing the amount of water.

減水剤としては、リグニン系のもの、高級多価アルコー
ルのスルホン酸塩系のもの、オキシカルボン酸系のもの
、アルキルアリルスルホン酸塩およヒソノ高縮合物系の
もの、ポ11オキシエチレンアルキルエーテル系のもの
、ポリオール複合体系のもの、水溶性メラミン樹脂系の
もの、およびβ−ナフタリンスルホン酸ホルマリン縮合
物系のものの1種以上が使用され、その使用量はカルシ
ウムカーバイド又はカルシウムカーパイrと水硬性物質
の混合物に対して0.1〜5係程度である。また、遅延
剤としては、炭酸カリウム、炭酸ソーダ等の無機炭酸塩
、クエン酸、酒石酸、グルコン酸、リンゴ酸、乳酸等の
有機カルボン酸又はその水溶性塩の1種以上なカルシウ
ムカーバイド又はカルシウムカーバイドと水硬性物質の
混合物に対し0.5〜10係程度が使用される。
Examples of water reducing agents include lignin-based ones, higher polyhydric alcohol sulfonate-based ones, oxycarboxylic acid-based ones, alkylaryl sulfonate and hisono high condensate-based ones, and poly-11 oxyethylene alkyl ethers. One or more of the following types are used: those based on polyol composites, those based on water-soluble melamine resins, and those based on β-naphthalene sulfonic acid formalin condensate, and the amount used is the same as calcium carbide or calcium carbide and water. The ratio is about 0.1 to 5 for the mixture of hard substances. In addition, as a retarder, one or more of inorganic carbonates such as potassium carbonate and soda carbonate, organic carboxylic acids such as citric acid, tartaric acid, gluconic acid, malic acid, and lactic acid, or water-soluble salts thereof, calcium carbide or calcium carbide. A ratio of about 0.5 to 10 is used for the mixture of and hydraulic material.

以上の本発明によれば、氷点下でもすぐれた破砕効果を
短時間で示し、特に水中破砕工事には、和紙や薄肉厚の
樹脂フィルム、水溶性フィルムなどでカプセル状にして
用いることも可能である。
According to the present invention, it exhibits excellent crushing effects even at subzero temperatures in a short time, and can also be used in capsule form using Japanese paper, thin resin film, water-soluble film, etc., especially for underwater crushing work. .

以下、実施例をあげてさらに詳しく本発明を説明する。Hereinafter, the present invention will be explained in more detail with reference to Examples.

なお明細書記載のチ及び部はいずれも重量基準で示した
Note that all parts and parts in the specification are expressed on a weight basis.

実施例1 直径3Dzの石灰石を5°C110’−’0,20℃、
60°Cの温度にそれぞれ保ち、それぞれの条件下でカ
ルシウムカーバイr(アセチレンガス発生楚270 l
7Kg)の5漏下粉砕品に水を40係加え、5秒間です
ばやく混合してあらかじめポーリングしておいた直径約
30W+の孔に流し込んだ。流し込み後、約5分間でガ
スの発生が止まり60分前後にいずれの条件下でも石灰
石にひび割れが生じだ。又、比較のため、市販の生石灰
系破砕剤で各温度別タイプのものを使用して同様の試験
を行った。その結果ろ0℃で15時間後、20℃で18
時間後、10°Cで24時間後、5°Cで2日後にひび
割れが生じた。
Example 1 Limestone with a diameter of 3Dz was heated to 5°C110'-'0,20°C,
Calcium carbide (acetylene gas generated) was maintained at a temperature of 60°C under each condition.
40 parts of water was added to the 5 leakage pulverized product weighing 7 kg), mixed quickly for 5 seconds, and poured into a pre-poled hole with a diameter of about 30 W+. After pouring, gas generation stopped approximately 5 minutes after pouring, and cracks appeared in the limestone under all conditions around 60 minutes later. For comparison, similar tests were conducted using commercially available quicklime-based crushing agents of different temperature types. As a result, after 15 hours at 0℃, 18℃ at 20℃
Cracks appeared after 24 hours at 10°C and 2 days at 5°C.

実施例2 カルシウムカーバイド粉末100部、無定形012人7
 (プレーン値4500 cm2/l ) 10部、無
水石こう10部(プレーン値5000 cm2/り)の
混合物A1及びこの混合物Aに普通ポルトランPセメン
ト10部を配合した混合物Bを用すた以外は実施例1と
同様な破砕試験を行なった。その結果、いずれの混合物
を使用した場合においても、約20分でひび割れが入り
、約1時間で20簡のひび割れに成長した。
Example 2 Calcium carbide powder 100 parts, amorphous 012 people 7
(Plain value 4500 cm2/l) 10 parts, anhydrous gypsum 10 parts (plain value 5000 cm2/l) Mixture A1 and this mixture A mixed with 10 parts of ordinary Portolan P cement were used. A crushing test similar to 1 was conducted. As a result, no matter which mixture was used, cracks appeared in about 20 minutes and grew to 20 cracks in about 1 hour.

実施例6 実施例2の混合物A又は混合物Bに対し、炭酸ソーダと
クエン酸をそれぞれ1%添加し同様に石灰石の破砕試験
を行なった。その結果、いずれの場合も、アセチレンガ
ス発生中は硬化せずに(約5分間)その後急激にゲル化
し同時に膨張が始まった。ゲル化物からのガスの抜けが
よく、シかも減水効果も認められ30係の混合水で流動
性が確保され膨張効果が極めて太きかった。
Example 6 To mixture A or mixture B of Example 2, 1% each of soda carbonate and citric acid were added and a limestone crushing test was conducted in the same manner. As a result, in all cases, the film did not harden during the generation of acetylene gas (about 5 minutes), but then rapidly gelled and at the same time began to expand. Gas released from the gelled product was good, and the water reduction effect was also observed, fluidity was ensured with 30% mixed water, and the expansion effect was extremely large.

実施例4 カルシウムカーバイド粉末100部に普通ポルトランド
セメント20部の混合物に対して減水剤として、リグニ
ンスルホン酸塩・オキシカルボン酸塩系のものとして「
サンフロー」(山陽国策パルプ(株)商品名)、β−ナ
フタリンスルホン蓋基塩ホルマリン縮合物系ものとI〜
で「マイティ」(花王石鹸(株)商品名)、及び水溶性
メラミン樹脂系のものとして「メルメント」(昭和電工
(株)商品名)をそれぞれ1.5q6添加し、水を60
q6加えてスラリーとした。
Example 4 As a water reducing agent for a mixture of 100 parts of calcium carbide powder and 20 parts of ordinary Portland cement, a lignin sulfonate/oxycarboxylate salt was used as a water reducing agent.
"Sunflow" (trade name of Sanyo Kokusaku Pulp Co., Ltd.), β-naphthalene sulfone capped base formalin condensate type I~
1.5q6 of each of "Mighty" (trade name of Kao Soap Co., Ltd.) and "Melment" (trade name of Showa Denko Co., Ltd.) as a water-soluble melamine resin were added, and 60 q6 of water was added.
q6 was added to form a slurry.

約4 m3の石灰石に直径38■、長さ1mの孔を30
本掘り、前記スラリーのそれぞれを孔の10本づつに注
入した。その結果、約30分で直径30crn程度の石
に破砕された。
Drill 30 holes with a diameter of 38 cm and a length of 1 m in approximately 4 m3 of limestone.
During the main drilling, each of the above slurries was injected into 10 of the holes. As a result, it was crushed into stones with a diameter of about 30 crn in about 30 minutes.

特許出願人  電気化学工業株式会社Patent applicant: Denki Kagaku Kogyo Co., Ltd.

Claims (2)

【特許請求の範囲】[Claims] (1)  カルシウムカーバイドを含有してなるコンク
リート、岩石等の破砕剤。
(1) A crushing agent for concrete, rocks, etc. containing calcium carbide.
(2)  カルシウムカーバイドと水硬性物質を含有し
てなるコンクリート、岩石等の破砕剤。
(2) A crushing agent for concrete, rocks, etc. containing calcium carbide and hydraulic substances.
JP15456081A 1981-09-29 1981-09-29 Crushing agent for concrete, rock and the like Granted JPS5857485A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP15456081A JPS5857485A (en) 1981-09-29 1981-09-29 Crushing agent for concrete, rock and the like

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP15456081A JPS5857485A (en) 1981-09-29 1981-09-29 Crushing agent for concrete, rock and the like

Publications (2)

Publication Number Publication Date
JPS5857485A true JPS5857485A (en) 1983-04-05
JPS6363598B2 JPS6363598B2 (en) 1988-12-07

Family

ID=15586909

Family Applications (1)

Application Number Title Priority Date Filing Date
JP15456081A Granted JPS5857485A (en) 1981-09-29 1981-09-29 Crushing agent for concrete, rock and the like

Country Status (1)

Country Link
JP (1) JPS5857485A (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN107842350A (en) * 2017-11-07 2018-03-27 河南理工大学 A kind of method that extraction rate is improved in high gas remainder quantity coal seam of underground coal mine

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN107842350A (en) * 2017-11-07 2018-03-27 河南理工大学 A kind of method that extraction rate is improved in high gas remainder quantity coal seam of underground coal mine
CN107842350B (en) * 2017-11-07 2019-08-02 河南理工大学 A kind of method that extraction rate is improved in the high gas remainder quantity coal seam of underground coal mine

Also Published As

Publication number Publication date
JPS6363598B2 (en) 1988-12-07

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