JPS6111596A - Removal of clinker layer - Google Patents

Removal of clinker layer

Info

Publication number
JPS6111596A
JPS6111596A JP13094284A JP13094284A JPS6111596A JP S6111596 A JPS6111596 A JP S6111596A JP 13094284 A JP13094284 A JP 13094284A JP 13094284 A JP13094284 A JP 13094284A JP S6111596 A JPS6111596 A JP S6111596A
Authority
JP
Japan
Prior art keywords
clinker layer
clinker
agent
holes
expansion
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
Application number
JP13094284A
Other languages
Japanese (ja)
Inventor
Shoichi Masuko
益子 庄一
Masanori Wada
和田 昌則
Takeo Mita
三田 武雄
Hideki Marubayashi
丸林 秀樹
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.)
Mitsubishi Power Ltd
Original Assignee
Babcock Hitachi 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 Babcock Hitachi KK filed Critical Babcock Hitachi KK
Priority to JP13094284A priority Critical patent/JPS6111596A/en
Publication of JPS6111596A publication Critical patent/JPS6111596A/en
Pending legal-status Critical Current

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  • Incineration Of Waste (AREA)

Abstract

PURPOSE:To shatter and remove the clinker layer efficiently and prefectly by employing expansion-shattering agent. CONSTITUTION:A hammer drill 5 rotates and vibrates a drill tip 6 thereby drilling the clinker layer 4 easily. A predetermined number of holes 6 are formed on the clinker layer 4, thereafter, these holes 6 are filled with the expansion shattering agent. Then, water is applied to the shattering agent and these holes 6 are left as they are for a predetermined hours (24hr for example). The clinker layer may be shattered by the expanding force of the shattering agent, therefore, the shattered clinker is removed and the removal work is finished. Here, the expansion shattering agent is consisting of silicate mineral containing about 50% of CaO and is produced by sintering after adding SiO2, CaSO4 or the like other than CaO.

Description

【発明の詳細な説明】 〈産業上の利用分野〉 この発明はボイラ内面に対して強固に付着したクリンカ
層を除去する方法に関する。
DETAILED DESCRIPTION OF THE INVENTION <Industrial Application Field> The present invention relates to a method for removing a clinker layer firmly attached to the inner surface of a boiler.

〈従来技術及びその問題点〉 例えば発電所用大型ボイラを始めとする産業用大型ボイ
ラにおいては、燃焼ガスと共に運ばれるダストが高温の
溶融状態のままボイラ内壁面に付着する。特に第3図に
示す様に、過熱器や再熱器等の伝熱管群1及び2を配置
したボイラ頂部の床面3においては、タリンカが付着堆
積しクリンカ層4を形成する。このクリンカ層は床面3
を形成する水管壁に対する伝熱を妨げるので除去せねば
ならないが、ボイラを停止して除去作業を行う場合には
コンクリートの様に強固に固化してしまう。このため、
除去作業は非常に困難であり、ボイラ内に入った作業員
がドリル、ハンマー等を用いて人力により破砕除去せね
ばならず、除去作業には長時間を要することになる。発
電所用人型ボイラの場合、−日のボイラの運転停止1ユ
で、電気料換算で数千万円の損失となるのでタリン力除
去作業の効率化は急務である。さらにタリン力の破砕除
去のため周囲には大量の粉塵が飛散し、かつ作業の場所
が地上数メートルの高所であることも考え合せると、人
力による破砕除去作業は危険かつ不衛生である。また場
合によっては破砕作業中に水管壁たる床面に損傷を与え
る虞れもある。
<Prior art and its problems> For example, in large industrial boilers such as large boilers for power plants, dust carried along with combustion gas adheres to the inner wall surface of the boiler in a high-temperature molten state. In particular, as shown in FIG. 3, on the floor surface 3 at the top of the boiler where the heat exchanger tube groups 1 and 2 such as a superheater and a reheater are arranged, tarinka adheres and accumulates to form a clinker layer 4. This clinker layer is the floor surface 3
It must be removed because it impedes heat transfer to the water pipe walls that form the boiler, but if the boiler is stopped and the removal work is carried out, it will harden like concrete. For this reason,
Removal work is very difficult and requires a worker who has entered the boiler to manually crush and remove using a drill, hammer, etc., and the removal work takes a long time. In the case of human-shaped boilers for power plants, every 1 unit of boiler operation stoppage on -day results in a loss of tens of millions of yen in electricity charges, so there is an urgent need to improve the efficiency of the talin force removal work. Furthermore, considering the fact that a large amount of dust is scattered around the Tallinn force and the work is carried out several meters above the ground, manual fragmentation removal work is dangerous and unsanitary. In some cases, there is also a risk that the floor surface, which is the wall of the water pipe, may be damaged during the crushing operation.

〈問題点を解決するだめの手段〉 この発明はI−述した問題点に鑑め構成したものであり
、ボイラ床面に損傷を与えることなく、かつ効率良くク
リンカ層を破6令除去し得る方法である。
<Means to Solve the Problems> This invention is constructed in view of the problems mentioned above, and is capable of efficiently removing the clinker layer without damaging the boiler floor surface. It's a method.

〈手段の概要〉 要するにこの発明は膨張破砕剤を用いてクリンカ層を効
率良く、安全に破砕除去し得る方法である。
<Summary of Means> In short, the present invention is a method for efficiently and safely crushing and removing a clinker layer using an expanding crushing agent.

〈実施例〉 以ドこの発明の実施例を図面を用いて説明する。<Example> Embodiments of the present invention will now be described with reference to the drawings.

第1図において、符号5は水管壁である床面3の−1−
に生長したクリンカ層4に対して膨張破砕剤を配置する
六6を形成するためのハンマードリルである。このハン
マードリルはドリル先端6を回転させると共に振動さぜ
、クリンカ層4に対する穿孔を容易に行う。この場合ド
リル先端が床面に接触すると水管を破損する虞れがある
ので、これを防止する手段を構しておく。具体的には超
14波7を発射してドリル本体5と床面との距離を計測
しドリル先端が床面に接触する前にドリルを停+I−す
るよう構成する。また他の例としては、ドリル先端をあ
ら力しめ設定した高さ工・に保持し、ドリル下降距離を
この設定した高さよりも小ざく設定することによりドリ
ル先!7#ifが管体3と接触するのを防止するように
してもよい。以上の方法によりクリンカ層4に対して所
定の個数の穴6を形成したならばこの穴6に対して膨張
破砕剤を入れる。膨張破砕剤は粉状のものの外、固形の
棒状に固めたもの等があるが、棒状のものの場合にはド
リル本体5に対してチャック8を介して破砕剤9を取り
付は穴6が形成されたならばこの穴に破砕剤9を挿入す
るようにしてもよい。全ての穴に破砕剤9を配置し終っ
たならばこの破砕剤に対して水を加えて膨張させ、所定
時間(例えば−昼夜)放置する。この破砕剤の膨張力に
よりクリンカ層は破砕されるので、破砕されたクリンカ
を除去することにより作業は終了する。従って作業員は
ハンマードリル等の穿孔機を操作しかつ破砕剤を穴に配
置する場合以外はボイラ内に立入る必要はないので作業
は大幅に軽減でき、しかも安全である。
In Fig. 1, the reference numeral 5 indicates -1- of the floor surface 3, which is the water pipe wall.
This is a hammer drill for forming a hole 6 for disposing an expanding crushing agent on the clinker layer 4 that has grown. This hammer drill rotates and vibrates the drill tip 6 to facilitate drilling into the clinker layer 4. In this case, if the tip of the drill comes into contact with the floor surface, there is a risk of damaging the water pipe, so a means to prevent this should be provided. Specifically, the configuration is such that the distance between the drill body 5 and the floor is measured by emitting ultra-14 waves 7, and the drill is stopped before the tip of the drill comes into contact with the floor. Another example is to tighten the tip of the drill and hold it at a set height, and then set the drill descent distance to be smaller than the set height. 7#if may be prevented from coming into contact with the tube body 3. After a predetermined number of holes 6 are formed in the clinker layer 4 by the above method, an expanding crushing agent is poured into the holes 6. Expandable crushing agents are available in powder form and solid rod-shaped ones, but in the case of rod-shaped crushing agents, holes 6 are formed to attach the crushing agent 9 to the drill body 5 via a chuck 8. If so, a crushing agent 9 may be inserted into this hole. Once the crushing agent 9 has been placed in all the holes, water is added to the crushing agent to expand it, and the crushing agent is left for a predetermined period of time (for example, day and night). Since the clinker layer is crushed by the expansion force of this crushing agent, the work is completed by removing the crushed clinker. Therefore, it is not necessary for the worker to enter the boiler except when operating a drilling machine such as a hammer drill and disposing the crushing agent in the hole, so the work can be greatly reduced and it is also safe.

ここで、膨張破砕剤とは、OaOを約50%含む珪酸塩
鉱物であって、caoの外に5j−(h。
Here, the expanding crushing agent is a silicate mineral containing approximately 50% OaO, and includes 5j-(h) in addition to cao.

0a304等を添加して焼結することにより形成する。It is formed by adding 0a304 or the like and sintering it.

この破砕剤に対して水を注入することにより膨張を起さ
せるのであるが、膨張はOaOの水和反応により形成さ
れるOa (OH)2の結晶成長期の圧力により生じる
。この圧力は100Kg/。m2〜300 yiにもな
るのでづ[張り強度が約20〜30〜のクリンカ層は容
易に破砕される。
Expansion is caused by injecting water into this crushing agent, and the expansion is caused by the pressure during the crystal growth period of Oa (OH) 2 formed by the hydration reaction of OaO. This pressure is 100Kg/. Since the clinker layer has a tensile strength of about 20 to 30 m, it is easily crushed.

なお、クリンカ層に対する穿孔は床面に対してほぼ垂直
に実施する外、第2図の如く碍めに形成すると破砕前の
膨張力が矢印の如く作用するのでクリンカ層を床面3か
ら剥離する」:う破砕することができ1.より効果的に
クリンカ層を除去し得る。
Note that if the holes in the clinker layer are not only perpendicularly perpendicular to the floor surface but also formed in a fine manner as shown in Fig. 2, the expansion force before crushing will act as shown by the arrow, causing the clinker layer to peel off from the floor surface 3. ”: Can be crushed 1. The clinker layer can be removed more effectively.

く効果〉 この発明を実施することによりボイラに付着した強固な
クリンカ層を安全、確実かつ迅速に除去するこ吉ができ
る。
Effect> By carrying out the present invention, it is possible to safely, reliably and quickly remove a strong clinker layer attached to a boiler.

また破砕時に殆んど騒音を発することがなく騒音公害の
虞れも全くない。
In addition, almost no noise is emitted during crushing, and there is no risk of noise pollution.

【図面の簡単な説明】[Brief explanation of drawings]

第1図はクリンカ層に対する穿孔状態を示す図、第2図
は別の実施例を示すクリンカ層断面図、第3図はクリン
カ層の形成状態を示すボイラ断面部分図である。 3・・・・・・ボイラ床面 4・・・・・クリンカ層 6・・・・・・穴 9・・・・・・膨張破砕剤 第3図 σ]
FIG. 1 is a diagram showing the state of perforation in the clinker layer, FIG. 2 is a sectional view of the clinker layer showing another embodiment, and FIG. 3 is a partial sectional view of the boiler showing the state of formation of the clinker layer. 3... Boiler floor surface 4... Clinker layer 6... Hole 9... Expanding crushing agent Fig. 3 σ]

Claims (1)

【特許請求の範囲】 1、燃焼装置内面に層を成して付着固化したクリンカ層
に対して穴を穿設し、かつこの穴に対して膨張破砕剤を
配置し、膨張破砕剤の膨張力によりクリンカ層を破砕す
ることを特徴とするクリンカ層除去方法。 2、前記穴を燃焼装置内面に対して斜めに形成したこと
を特徴とする特許請求の範囲第1項記載のクリンカ層除
去方法。
[Scope of Claims] 1. A hole is formed in the clinker layer that has adhered and solidified in layers on the inner surface of the combustion device, and an expanding crushing agent is placed in the hole, and the expansion force of the expanding crushing agent is A clinker layer removal method characterized by crushing the clinker layer. 2. The clinker layer removing method according to claim 1, wherein the hole is formed obliquely with respect to the inner surface of the combustion device.
JP13094284A 1984-06-27 1984-06-27 Removal of clinker layer Pending JPS6111596A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP13094284A JPS6111596A (en) 1984-06-27 1984-06-27 Removal of clinker layer

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP13094284A JPS6111596A (en) 1984-06-27 1984-06-27 Removal of clinker layer

Publications (1)

Publication Number Publication Date
JPS6111596A true JPS6111596A (en) 1986-01-18

Family

ID=15046275

Family Applications (1)

Application Number Title Priority Date Filing Date
JP13094284A Pending JPS6111596A (en) 1984-06-27 1984-06-27 Removal of clinker layer

Country Status (1)

Country Link
JP (1) JPS6111596A (en)

Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5880418A (en) * 1981-11-06 1983-05-14 Babcock Hitachi Kk Method of removing clinker layer of mgo recovering boiler
JPS58101995A (en) * 1981-12-14 1983-06-17 日本ロツクエンジニアリング株式会社 Drilling of tunnel

Patent Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5880418A (en) * 1981-11-06 1983-05-14 Babcock Hitachi Kk Method of removing clinker layer of mgo recovering boiler
JPS58101995A (en) * 1981-12-14 1983-06-17 日本ロツクエンジニアリング株式会社 Drilling of tunnel

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