JPS58209516A - Method of cooling aggregate using slip pipe - Google Patents

Method of cooling aggregate using slip pipe

Info

Publication number
JPS58209516A
JPS58209516A JP9262082A JP9262082A JPS58209516A JP S58209516 A JPS58209516 A JP S58209516A JP 9262082 A JP9262082 A JP 9262082A JP 9262082 A JP9262082 A JP 9262082A JP S58209516 A JPS58209516 A JP S58209516A
Authority
JP
Japan
Prior art keywords
aggregate
cooling
slit
slip pipe
cold air
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
JP9262082A
Other languages
Japanese (ja)
Other versions
JPH0213884B2 (en
Inventor
定 小野
前田 宗司
野村 碩彦
徳増 秀雄
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.)
Shimizu Construction Co Ltd
Original Assignee
Shimizu Construction 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 Shimizu Construction Co Ltd filed Critical Shimizu Construction Co Ltd
Priority to JP9262082A priority Critical patent/JPS58209516A/en
Publication of JPS58209516A publication Critical patent/JPS58209516A/en
Publication of JPH0213884B2 publication Critical patent/JPH0213884B2/ja
Granted legal-status Critical Current

Links

Landscapes

  • Devices For Post-Treatments, Processing, Supply, Discharge, And Other Processes (AREA)
  • Preparation Of Clay, And Manufacture Of Mixtures Containing Clay Or Cement (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】 本発明は部材寸法の大きい構造物、いわゆるマスコンク
リートを施工する場合に、セメントの水和熱に起因する
温度ひびわれf防止する措置としてのスリット管を用い
た骨材の冷却力法に関する。
DETAILED DESCRIPTION OF THE INVENTION The present invention is a method for constructing aggregates using slit pipes as a measure to prevent temperature cracking caused by the heat of hydration of cement when constructing structures with large member dimensions, so-called mass concrete. Concerning cooling power method.

一般に、コンクリート施工時に発生する温度ひひわれの
対策としては、コンクリートの練り上かり温a’を低く
するブレクーリング工法か採られている。この工法は、
コンクリートの構成材料であ2、セメント、水、砂およ
び砂利を予め、冷水、冷多戚いU氷により冷却しておき
、冷却された材料を使用することによりコンクリートの
練り上がり温度を低くする方法である。
Generally, as a countermeasure against temperature cracks that occur during concrete construction, a brecooling method is used to lower the temperature a' of the concrete after mixing. This construction method is
The constituent materials of concrete are 2. A method in which cement, water, sand, and gravel are cooled in advance with cold water or ice, and the temperature at which concrete is mixed is lowered by using the cooled materials. It is.

ここで、冷風によシ骨材を冷却する場合、ストックした
骨材内部に冷風をいかKして吹き込むかが重要である。
Here, when cooling the aggregate with cold air, it is important to determine how hot the cold air is blown into the stocked aggregate.

しかるに1上記冷風により骨材を冷却する方法としては
、第1図又は第2図に示すようにストックビンの上方又
は下方から冷風を吹き込む方式、或いは第3図に示すよ
うに骨材運搬中に冷風を吹き付ける方式が実施されてい
る。
However, 1. As a method of cooling the aggregates with the above-mentioned cold air, there is a method of blowing cold air from above or below the stock bin as shown in Figure 1 or 2, or a method of blowing cold air from above or below the stock bin as shown in Figure 3. A method of blowing cold air is being implemented.

しかしながら、上記従来の方式にて骨材を冷却する場合
には、ストックビンの上方又は下方より吹き込む風圧を
大きくしなければならず、風圧を大きくし大割には骨材
の内部に冷風が入り―いという欠点があるとともに、骨
拐運伽中に冷却するには運搬速度が遅くなシ、しかもあ
る榛簾長い運搬距離が必誉になる等、設備が大規模にな
る等の欠点があった。
However, when cooling aggregates using the conventional method described above, it is necessary to increase the wind pressure blown from above or below the stock bin. In addition, there are disadvantages such as slow transportation speed for cooling during bone removal, long transportation distance, and large-scale equipment. Ta.

本発明は、上述17t*米方式の欠点を解決するために
なされたもので、ストック中のinn内直0C冷風吹き
込む手段として、骨材ストックビンの内部にスリット栴
造を有する銅管を設置し、上1fI!4+Ii′のスリ
ット部から骨材に冷風カーゆき亘るようにしてなるスリ
ット管を用いた?相の冷却方法をa−供するものである
The present invention was made in order to solve the drawbacks of the above-mentioned 17t * rice system, and as a means for blowing cold air directly into the inn in the stock, a copper pipe with slits is installed inside the aggregate stock bin. , Upper 1fI! A slit pipe was used that allowed cold air to pass through the aggregate from the slit section of 4+Ii'. This provides a method for cooling the phase.

以下、本発明による実施?=l ?第4図ないし第7図
にもとづいて詐細に鮫ψ1する。第4図は地下水位の低
下に使用しているスリット1aを外周に多数穿孔したス
リット管1のfi+視図であり、このスリット管1ね、
第5図(イ)、(ロ)に示す如くストックビン2の骨相
3の内部に適正配置で配般芒ねている。
Is the following implementation according to the present invention? =l? Based on Figures 4 to 7, the shark ψ1 is fraudulently drawn. Figure 4 is a fi+ view of a slit pipe 1 with many slits 1a drilled on its outer periphery, which is used to lower the groundwater level.
As shown in FIGS. 5(a) and 5(b), the awns are properly arranged inside the bone structure 3 of the stock bin 2.

上記スリット管1には、他の図示しない込&機により冷
風か吹き込まれるよう!lc&続されている。
Cold air is blown into the slit pipe 1 by another machine (not shown)! lc & continued.

また、上記スリット管1の上方には下方から送られる冷
却風の風圧でバランスするストツノ4/−4か組み込ま
れており、第6図(イ)、(→に示す如く、ストックビ
ン2内の骨材3か充填されていないスリット管lの上7
j部からの冷却風の無駄な吐出を防止するためP0骨I
3の増加に伴なってストン・9−4かLカに押し7上け
られるよう罠なっている。
In addition, a stock horn 4/-4 is installed above the slit pipe 1, which is balanced by the wind pressure of the cooling air sent from below. Top 7 of slit pipe l that is not filled with aggregate 3
P0 bone I to prevent wasteful discharge of cooling air from part j
As the number of 3 increases, it becomes a trap where you can be pushed up by 7 to Stone 9-4 or L.

従って、上述したようにスリット管lのスリン)1aか
ら吠き出さ1する冷却IIJi1目第7図目示7図うに
1骨材3のl′1iiil!iI!より膨曲に拡散さh
1骨材3の冷却か十分に行なわれるものである。
Therefore, as mentioned above, the cooling IIJi1 is blown out from the sulin) 1a of the slit pipe l. iI! It spreads more and more
1. The aggregate 3 is sufficiently cooled.

9F畦釉+に5明(またように、本発明のスリット管を
用いた骨材の冷却方法によれば、外脚に多数のスリット
を有するスリット管をコンクリート骨材鰹の内部に適正
配置して、スリット管に冷却風を吹き込み、この冷却風
をスリットを介して骨材内にゆきわたらせてなる本ので
あり、簡単な構成により効果的な冷却を行なうことがで
きる。
9F ridge glaze + 5 light Cooling air is blown into the slit tube, and the cooling air is spread through the slits into the aggregate, allowing for effective cooling with a simple structure.

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

諏1図ないしw,3図は従来の実施例を示す概略111
o図、第4図は本発明による実施例のスリット管を示す
斜視図、第5図0》、(ロ)は本発明による実施方法を
示す縦断面図、及び横断面図、第6図({)、(口)は
本発に!AKよる作動を152明する要部の拡大詳細図
、jI7図は本発明による作動を脱明する要部の正面図
である。 1・・・・・・スリット9、la・・・・・・スリット
、2・・・・・・ストックビン、3・・・・・・骨相、
4・・・・・・ストンI?−。 特 許 出 願 人    清水建設株式会社伏理人 
弁理士 佐藤英II白 l11Iafs2Ii!1 m3m      、、14g 噴5tll(す ’i7e!Il
Figures 1 to 3 are schematic diagrams 111 showing conventional embodiments.
Figures o and 4 are perspective views showing a slit pipe according to an embodiment of the present invention, Figures 5 and 4 are longitudinal and transverse cross-sectional views showing an implementation method according to the present invention, and Figure 6 {), (mouth) is the main thing! An enlarged detailed view of the main part to clarify the operation by AK, and Figure jI7 is a front view of the main part to clarify the operation according to the present invention. 1... Slit 9, la... Slit, 2... Stock bin, 3... Phrenology,
4... Stone I? −. Patent applicant Fushimi Shimizu Corporation
Patent Attorney Hide Sato II Hakul11Iafs2Ii! 1 m3m,, 14g 5tll (S'i7e!Il

Claims (1)

【特許請求の範囲】[Claims] ストックした骨材内部に冷却風を吹き込む方法において
、骨材ストックビンの内部にスリットを多数穿孔したス
リット管を適正配置に配設し、上!irスリット管に供
給した冷却風をスリット部から骨材内に吹き田すように
してなるスリット管を用いた骨材の冷却方法。
In the method of blowing cooling air into the stocked aggregate, a slit pipe with a number of slits is placed in an appropriate position inside the aggregate stock bin. A method for cooling aggregate using a slit pipe in which cooling air supplied to the IR slit pipe is blown into the aggregate from the slit part.
JP9262082A 1982-05-31 1982-05-31 Method of cooling aggregate using slip pipe Granted JPS58209516A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP9262082A JPS58209516A (en) 1982-05-31 1982-05-31 Method of cooling aggregate using slip pipe

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP9262082A JPS58209516A (en) 1982-05-31 1982-05-31 Method of cooling aggregate using slip pipe

Publications (2)

Publication Number Publication Date
JPS58209516A true JPS58209516A (en) 1983-12-06
JPH0213884B2 JPH0213884B2 (en) 1990-04-05

Family

ID=14059472

Family Applications (1)

Application Number Title Priority Date Filing Date
JP9262082A Granted JPS58209516A (en) 1982-05-31 1982-05-31 Method of cooling aggregate using slip pipe

Country Status (1)

Country Link
JP (1) JPS58209516A (en)

Cited By (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS61199912A (en) * 1985-03-04 1986-09-04 株式会社大林組 Continuous feeder for concrete
JPS61201681A (en) * 1985-03-04 1986-09-06 株式会社大林組 Method of cooling aggregate and apparatus therefor
JPS61220806A (en) * 1985-03-27 1986-10-01 鹿島建設株式会社 Concrete kneader having cooling power of kneading water and aggregate
JPS61286457A (en) * 1985-06-11 1986-12-17 株式会社大林組 Construction method of concrete
JPH0227306U (en) * 1988-04-01 1990-02-22
JPH07167542A (en) * 1993-12-14 1995-07-04 Kawasaki Heavy Ind Ltd Aggregate-cooling apparatus and its operation method

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR102146052B1 (en) * 2020-03-31 2020-08-20 국방과학연구소 Optical phased array based on LADAR system applying sequential control technique per channel and controlling method

Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5371715A (en) * 1976-12-09 1978-06-26 Hoechst Ag Housing device of catalyser grain
JPS5454716U (en) * 1977-09-22 1979-04-16

Patent Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5371715A (en) * 1976-12-09 1978-06-26 Hoechst Ag Housing device of catalyser grain
JPS5454716U (en) * 1977-09-22 1979-04-16

Cited By (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS61199912A (en) * 1985-03-04 1986-09-04 株式会社大林組 Continuous feeder for concrete
JPS61201681A (en) * 1985-03-04 1986-09-06 株式会社大林組 Method of cooling aggregate and apparatus therefor
JPH0369282B2 (en) * 1985-03-04 1991-10-31 Oobayashigumi Kk
JPS61220806A (en) * 1985-03-27 1986-10-01 鹿島建設株式会社 Concrete kneader having cooling power of kneading water and aggregate
JPS61286457A (en) * 1985-06-11 1986-12-17 株式会社大林組 Construction method of concrete
JPH0227306U (en) * 1988-04-01 1990-02-22
JPH07167542A (en) * 1993-12-14 1995-07-04 Kawasaki Heavy Ind Ltd Aggregate-cooling apparatus and its operation method

Also Published As

Publication number Publication date
JPH0213884B2 (en) 1990-04-05

Similar Documents

Publication Publication Date Title
CN111648500B (en) Construction method of EPS heat-preservation sandwich module cast-in-place concrete system
JPS58209516A (en) Method of cooling aggregate using slip pipe
CN111779279A (en) Method for controlling internal and external temperature difference of mass concrete
CN108609955B (en) T-shaped beam concrete and construction method thereof
US6197395B1 (en) Hollow reinforcing members and composites containing the same
KR101478586B1 (en) Apparatus and method for preventing the drain from freezing using the microwave
CN108425685B (en) Concrete crack control method based on cast-in-place tunnel
DE8006071U1 (en) ROOF, WALL OR FLOOR PANEL
US11408133B2 (en) Pavement deicing or snow-melting system and construction method thereof
CN1086435C (en) A set of parts for use in building and a method of using same
CN108914743A (en) A kind of heat pipes heat and fluid heating combined type road face snow-melting system and its progress control method
CN108638322A (en) Prefabricated post concreting method in a kind of assembled architecture
KR200233675Y1 (en) Hydrate heat control system of mass concrete
US3112183A (en) Underground insulating conduit
JPH01271580A (en) Cooling of concrete column
JPS56163327A (en) Repairing method for embedded concrete pipe
RU2002115841A (en) Snow melter
ES552807A0 (en) REUSABLE FORMWORK SYSTEM FOR THE MANUFACTURE OF FREE SPACES IN CONSTRUCTION MATERIALS
CN211848814U (en) Modular normal-temperature pouring type asphalt pavement early strength improving equipment
RU2084595C1 (en) Artificial two-component construction stone and method for its manufacture
CN116427414A (en) Warm-temperature continental monsoon climate concrete crack control construction method
JP2854332B2 (en) Snow melting pavement structure
CN2221741Y (en) Cement pole for living wire capable of making cable tunnel ventilate
CN206066678U (en) A kind of Portland cement drying unit for building
SU1630618A3 (en) Method of preparing road base