JPS59150861A - Hanging construction method of fragile matter - Google Patents

Hanging construction method of fragile matter

Info

Publication number
JPS59150861A
JPS59150861A JP2291283A JP2291283A JPS59150861A JP S59150861 A JPS59150861 A JP S59150861A JP 2291283 A JP2291283 A JP 2291283A JP 2291283 A JP2291283 A JP 2291283A JP S59150861 A JPS59150861 A JP S59150861A
Authority
JP
Japan
Prior art keywords
groove
depth
grooves
approximately
brittle
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
JP2291283A
Other languages
Japanese (ja)
Other versions
JPH0213113B2 (en
Inventor
戸塚 学
高橋 健徳
吉川 文彦
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.)
Kanagawa Prefecture
Taiheiyo Cement Corp
Original Assignee
Kanagawa Prefecture
Nihon Cement 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 Kanagawa Prefecture, Nihon Cement Co Ltd filed Critical Kanagawa Prefecture
Priority to JP2291283A priority Critical patent/JPS59150861A/en
Publication of JPS59150861A publication Critical patent/JPS59150861A/en
Publication of JPH0213113B2 publication Critical patent/JPH0213113B2/ja
Granted legal-status Critical Current

Links

Landscapes

  • Working Measures On Existing Buildindgs (AREA)

Abstract

(57)【要約】本公報は電子出願前の出願データであるた
め要約のデータは記録されません。
(57) [Summary] This bulletin contains application data before electronic filing, so abstract data is not recorded.

Description

【発明の詳細な説明】 本発明は岩石あるいはコンクリートなどのような脆性物
体の表面を下部にほとんど影響を与えずはつる工法に関
する。
DETAILED DESCRIPTION OF THE INVENTION The present invention relates to a method for constructing a brittle object such as rock or concrete with little influence on the surface below.

従来化学工場、食品工場等のコンクリートの床あるいは
壁等、コンクリートの表面が損傷した場合、その部分を
はつって除いた後、再度コンクリートを打設して補修し
ているが現在このはつり作業は手作業で行なわれている
ため多大の手間を要している。
Traditionally, when the concrete surface of a chemical factory, food factory, etc., such as a concrete floor or wall, is damaged, the damaged part is removed by chiseling and then concrete is poured again to repair it.Currently, however, this chiseling work is Since it is done manually, it requires a lot of effort.

そこで本発明者らは手軽に行なえるはつり方法を求めて
研究した結果、例えば現在岩石あるいはコンクリートな
どのような脆性物体の破壊用に市販されている生石灰あ
るいはドロマイトのごとき水和消化の際に体積膨張を生
ずる物質を含んでなる破壊剤を用い、破壊剤を脆性物体
に充填するための孔を溝状とし、その溝の大きさ、間隔
及び破壊剤の充填方法を特定すれば目的を達成できると
の知見を得て本発明を完成するにいたった。
Therefore, the present inventors conducted research in search of an easy-to-perform chisel method, and found that, for example, when hydrating and digesting quicklime or dolomite, which are currently commercially available for breaking brittle objects such as rocks or concrete, The objective can be achieved by using a rupturing agent containing a substance that causes expansion, making the hole for filling the brittle object with the rupturing agent into a groove shape, and specifying the size and spacing of the grooves and the method for filling the rupturing agent. This knowledge led us to complete the present invention.

すなわち本発明はコンクリート構築物、岩石等の脆性物
体の表面をはつるにあたり、該物体の表面にはつる深さ
と略同じ深さの溝を略等間隔に多数形成し、その溝の1
つおきに膨張性物質を充填し、その膨張圧によってはつ
ることを要旨とするものである。
That is, the present invention involves forming a large number of grooves at approximately equal intervals on the surface of a brittle object such as a concrete structure or rock, the depth of which is approximately the same as the depth of the vine, and one of the grooves.
The gist of the device is to fill each tube with an expandable substance and to make it expand depending on the expansion pressure.

本発明に用いる膨張性物質としては、現在緩制破砕剤あ
るいは静的破砕剤として岩石あるいはコンクリートなど
の脆性物体の破壊用に市販されている日本セメント株式
会社製「カームマイト」(商品名以下同様)小野田セメ
ント株式会社製「プライスター」及び住友セメント株式
会社製「Sマイト」等のほが、生石灰又はドロマイトの
ごとき水和消化の際体積膨張を生ずる物質あるいは相変
化もしくはその他化学反応により膨張する物質を用いる
ことができる。
The expansible substance used in the present invention is "Calmite" (product name below) manufactured by Nippon Cement Co., Ltd., which is currently commercially available as a slow crushing agent or a static crushing agent for breaking brittle objects such as rocks or concrete. Substances that expand in volume during hydration and digestion, such as "Plystar" manufactured by Onoda Cement Co., Ltd. and "S Mite" manufactured by Sumitomo Cement Co., Ltd., quicklime or dolomite, or substances that expand due to phase change or other chemical reactions. can be used.

これら膨張性物質を充填する孔は図示の如く溝状とし、
その幅aを深さhの115以下にするのが好ましい。
The holes filled with these expandable substances are groove-shaped as shown in the figure.
It is preferable that the width a is 115 or less of the depth h.

溝の幅が深さの115以上になると膨張圧が溝の上部開
口部方向に逃げ、溝の側壁へ作用する膨張圧が小さくな
りはつりが良好に行われない。
If the width of the groove exceeds the depth by 115 mm, the expansion pressure will escape toward the upper opening of the groove, and the expansion pressure acting on the side walls of the groove will become small, making it difficult to properly lift the groove.

また溝の深さははつる深さと同じにする必要がある。は
つる深さより浅い溝を設けるとはつられずに残る部分が
生じ、反対にはつる深さより深い溝を設けるとはつりす
ぎることになる。
Also, the depth of the groove needs to be the same as the depth of the vine. If a groove is shallower than the vine depth, some parts will remain unhanged, and on the other hand, if a groove is deeper than the vine depth, the vine will be too tight.

この場合、溝の容積は、はつる対象物の強度によっても
異なるが、溝の両側に1接するはつり対象容積の和の1
/30〜1/100にするのが一応の目安となる。1/
100以下になると溝に充填される膨張性物質の量が少
なすぎ、得られる膨張圧力が小さいためはつることが墾
きない場合がある。
In this case, the volume of the groove is equal to the sum of the volumes of the object to be lifted, which are in contact with both sides of the groove, although it also depends on the strength of the object to be lifted.
A rough guideline is to set it between /30 and 1/100. 1/
If it is less than 100, the amount of expandable substance filled in the groove is too small, and the resulting expansion pressure is small, which may result in insufficient growth.

膨張性物質を充填する溝と、そうでない−とは必ずしも
同一サイズにする必要はないが、作業性の面゛からいえ
ば同一サイズにしたほうが作業性は上がる。
Although it is not necessarily necessary that the grooves to be filled with the expandable substance and the grooves to be filled with the expandable substance be the same size, from the viewpoint of workability, it is better to make them the same size.

これらの溝を設けるにあたっては例え゛ばコンクリート
の圧縮強度210 K gf/ cm2程度の鉄筋コン
クリート表面をはつる場合において、膨張圧が200 
K gf/ cm2程度以上となる膨張性物質を使用す
るとき、溝の間隔すを深さhの2.5倍以下の間隔とし
、かつ各溝間を略等間隔とするのが好ましい。該間隔を
溝の深さの2.5倍以上にするとはつりが均一に行われ
ず、はつられずに残る部分が生じるとともに溝の深さよ
り深い箇所のはつるべきでない部分に亀裂が生じること
がある。しかし溝の間隔をその深さの2.5倍以下とし
、しかも略等間隔とすることによりはつり対象面を余す
ところなく、きれいにはつることができる。
When installing these grooves, for example, when cutting a reinforced concrete surface with a concrete compressive strength of about 210 K gf/cm2, the expansion pressure should be 200 K gf/cm2.
When using an expansible material having a value of about K gf/cm2 or more, it is preferable that the groove spacing is 2.5 times the depth h or less, and the grooves are spaced at approximately equal intervals. If the spacing is 2.5 times or more the depth of the groove, the lifting will not be done uniformly, leaving some parts uncut, and cracking may occur in areas deeper than the groove depth that should not be lifted. . However, by setting the spacing between the grooves to 2.5 times the depth or less, and making them approximately equally spaced, it is possible to completely cover the surface to be lifted and to hang neatly.

溝に膨張性物質を充填する際には1つおきの溝に充填す
ることが必須の要件であり、全ての溝に充填すると両端
部ははつれるが中央部分ははつられずにそのまま残るこ
とがあるので避けねばならない。
When filling grooves with an expandable substance, it is essential to fill every other groove, and if all grooves are filled, both ends will peel off, but the center portion will remain intact. Therefore, it must be avoided.

本発明の方法によれば従来法に比し、手軽にしかもきれ
いにはつることができる。
According to the method of the present invention, hanging can be done more easily and neatly than in the conventional method.

以下本発明を実施例に基づいて説明する。The present invention will be explained below based on examples.

コンクリートの表面を深さ7.5cm、幅170CIl
11長、さ3300!Itはつるにあたり、幅4mm、
深さ7.5cm、長さ330cmの溝を12cm間隔で
設け、これらの溝の1つおきに市販の小野田セメント株
式会社製「プライスター」に水を加え混練してスラリー
状にしたものを流しこんだ。流しこんで24時間後には
つり面が盛りあがり、ハンマーで軽く叩くだけできれい
にはつることができた。
The concrete surface is 7.5cm deep and 170CIl wide.
11 length, 3300! It corresponds to the vine, width 4mm,
Grooves with a depth of 7.5 cm and a length of 330 cm were provided at 12 cm intervals, and in every other groove, a slurry made by adding water and kneading commercially available "Plystar" manufactured by Onoda Cement Co., Ltd. was poured. It's here. 24 hours after pouring, the hanging surface was raised, and I was able to hang it cleanly just by tapping it lightly with a hammer.

友I」L コンクリートの表面を深さ2Qcm、幅200 cm1
長さ200cmはつるにあたり、幅10IllII11
深さ2Qcm、長さ2000+11の溝を5Qcm間隔
で設け、これらの溝に1つおきに市販の小野田セメント
株式会社製「プライスター」に水を加えてスラリー状に
したものに流し込んだ。流しこんで24時間後にはつり
面が盛りあがり、ハンマーで軽く叩(たけてきれいには
つることができた。
Tomo I”L Concrete surface 2Qcm deep, 200cm wide
The length is 200cm, and the width is 10IllII11.
Grooves with a depth of 2Qcm and a length of 2000+11 were provided at intervals of 5Qcm, and a slurry made by adding water to commercially available "Plystar" manufactured by Onoda Cement Co., Ltd. was poured into every other groove. 24 hours after pouring, the surface of the hanging surface rose, and when I tapped it lightly with a hammer, I was able to hang it cleanly.

比較例1 コンクリートの表面を深さ6CIl11幅1oocm。Comparative example 1 The concrete surface is 6 CIl 11 deep and 1 oocm wide.

長さ200 cmはつるにあたり、幅4111I111
深さ60I11長さ200011の溝を5cm間隔で設
け、これらの溝全部に市販の小野田セメント株式会社製
「プライスター」に水を加えてスラリー状としたものを
流し込んだ、ながし込んで24時間後には両端部のみは
はつれたが中央部分は全く変らずハンマーで軽く叩くだ
けではつることができず、この部分については従来と同
程度の手間をかけてやっとはつることができた。
Length 200 cm corresponds to the vine, width 4111I111
Grooves with a depth of 60I11 and a length of 200011 were made at 5cm intervals, and a slurry made by adding water to commercially available "Plystar" manufactured by Onoda Cement Co., Ltd. was poured into all of these grooves. 24 hours after pouring. Only the ends came off, but the center part did not change at all and could not be removed with just a light tap with a hammer.This part required the same amount of effort as before and was finally able to be removed.

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

図面は本発明の工法の施工状態の一例を示す部分縦断斜
視図である。 特許出願人 神   奈   川   系間   日本
セメント株式会社
The drawing is a partially vertical perspective view showing an example of a construction state of the construction method of the present invention. Patent applicant: Kannagawa Keima Nippon Cement Co., Ltd.

Claims (1)

【特許請求の範囲】[Claims] (1)  コンクリート構築物、岩石等の脆性物体の表
面をはつるにあたり、該物体の表面にはつる深さと略同
じ深さの溝を略等間隔に多数形成し、その溝の1つおき
に膨張性物質を充填し、その膨張圧によってはつること
を特徴とする脆性物体のはつり工法。 ■ 膨張性物質を充填する溝の幅を深さの115以下と
なす特許請求の範囲第(1)項記載の脆性物体のはつり
工法。 ■ 溝間の間隔を該溝の深さの略2.5倍以下となし、
かつ、その溝内に略200 Kgf/cm2以上の膨張
圧を発現する膨張性物質を充填する特許請求の範囲第(
1)項もしくは第■項記載の脆性物体のはつり工法。
(1) When scraping the surface of a brittle object such as a concrete structure or rock, a large number of grooves with approximately the same depth as the groove depth are formed at approximately equal intervals on the surface of the object, and every other groove is expanded. A method for chiseling brittle objects, which is characterized by filling the material with a resilient material and causing it to break due to its expansion pressure. (2) A method for chiseling a brittle object according to claim (1), wherein the width of the groove filled with the expandable substance is 115 or less of the depth. ■ The distance between the grooves is approximately 2.5 times the depth of the groove or less,
In addition, the groove is filled with an expandable substance that exhibits an expansion pressure of approximately 200 Kgf/cm2 or more.
Chiseling method for brittle objects described in item 1) or item (■).
JP2291283A 1983-02-16 1983-02-16 Hanging construction method of fragile matter Granted JPS59150861A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP2291283A JPS59150861A (en) 1983-02-16 1983-02-16 Hanging construction method of fragile matter

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP2291283A JPS59150861A (en) 1983-02-16 1983-02-16 Hanging construction method of fragile matter

Publications (2)

Publication Number Publication Date
JPS59150861A true JPS59150861A (en) 1984-08-29
JPH0213113B2 JPH0213113B2 (en) 1990-04-03

Family

ID=12095845

Family Applications (1)

Application Number Title Priority Date Filing Date
JP2291283A Granted JPS59150861A (en) 1983-02-16 1983-02-16 Hanging construction method of fragile matter

Country Status (1)

Country Link
JP (1) JPS59150861A (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS61186673A (en) * 1985-02-13 1986-08-20 神奈川県 Engraving of surface of concrete

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
TWI441915B (en) 2007-09-07 2014-06-21 Nisshin Oillio Group Ltd Method of fractionating 1, 3-disaturated-2-unsaturated triglyceride

Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS58146665A (en) * 1982-02-22 1983-09-01 戸田建設株式会社 Peeling of hardened concrete

Patent Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS58146665A (en) * 1982-02-22 1983-09-01 戸田建設株式会社 Peeling of hardened concrete

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS61186673A (en) * 1985-02-13 1986-08-20 神奈川県 Engraving of surface of concrete

Also Published As

Publication number Publication date
JPH0213113B2 (en) 1990-04-03

Similar Documents

Publication Publication Date Title
KR850001746B1 (en) Crushing cartridge of hydration expansive force
JPS59150861A (en) Hanging construction method of fragile matter
ES2199063A1 (en) Formwork element
JP4199219B2 (en) Static crushing auxiliary tool and static crushing method using the same
CN109827479A (en) High efficiency static explosion auxiliary directional device and construction method for the big drilling of grooving
JPS6436812A (en) Decorative concrete slab for river bank wall and river bank wall covering work therewith
CN214246303U (en) Self-heat-preservation masonry plate
BG105105A (en) Building stone
JPS61186673A (en) Engraving of surface of concrete
CN214614981U (en) Autoclaved aerated concrete block
JPS6272820A (en) Settling of caisson
CN209429366U (en) A kind of assembled cement brick block
CN208830460U (en) A kind of thermal construction modular structure
CN207700453U (en) A kind of novel building environment protection wall board
CA2353967A1 (en) Cut-off device for concrete structures
KR100367262B1 (en) A loess wall or manufacturing method of loess wall
JP2007162338A (en) Construction method of building making use of underground outer circumferential wall of existing building and construction structure
JP2005200963A (en) Sleeve
SU1707209A1 (en) Method of placing large-sized bodies in underground space
JPS62233351A (en) Anchor construction method and heat resistant member therefor
JPS6190756A (en) Method of breaking brittle body
JP2002275898A (en) Earth retaining air bag
JPH11131504A (en) Manufacture of l-shaped retaining wall of natural stone and construction thereof
CN2512936Y (en) Fastening piece
JPS60172359A (en) Crushing of fragile matter