JP3407144B2 - Method for collecting residual concrete in pipes - Google Patents

Method for collecting residual concrete in pipes

Info

Publication number
JP3407144B2
JP3407144B2 JP21748793A JP21748793A JP3407144B2 JP 3407144 B2 JP3407144 B2 JP 3407144B2 JP 21748793 A JP21748793 A JP 21748793A JP 21748793 A JP21748793 A JP 21748793A JP 3407144 B2 JP3407144 B2 JP 3407144B2
Authority
JP
Japan
Prior art keywords
concrete
pipe
pumping
pump
water supply
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 - Fee Related
Application number
JP21748793A
Other languages
Japanese (ja)
Other versions
JPH0769448A (en
Inventor
中西正明
諸井陽児
忍 山崎
中村道雄
西田典宏
庄川選男
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 Corp
Original Assignee
Shimizu Corp
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 Corp filed Critical Shimizu Corp
Priority to JP21748793A priority Critical patent/JP3407144B2/en
Publication of JPH0769448A publication Critical patent/JPH0769448A/en
Application granted granted Critical
Publication of JP3407144B2 publication Critical patent/JP3407144B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

Links

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  • Air Transport Of Granular Materials (AREA)
  • On-Site Construction Work That Accompanies The Preparation And Application Of Concrete (AREA)

Description

【発明の詳細な説明】 【0001】 【産業上の利用分野】本発明は、地下のコンクリート工
事に係わり、生コンクリートを圧送用配管を通して地下
に圧送する方式において、圧送用配管内に残留したコン
クリートを回収する方法に関する。 【0002】 【従来の技術】地下のコンクリート工事においては、地
上に生コン車を配置し、生コンクリートを圧送用配管を
通して地下に圧送する方式が一般的である。この場合、
コンクリート打設終了時に、圧送用配管内に残留したコ
ンクリートは、地上階であれば圧送ポンプを逆転させる
ことにより回収できるが、地下の場合には、落差の圧力
の方が大きく、圧送ポンプの逆転では回収することがで
きない。 【0003】ところで、地下のコンクリート工事におい
ては、特に、地下階が多数ある場合、スラブの打設後、
スラブ上部の壁や柱の打設を行ういわゆる逆打ちを行う
場合が多い。この場合、コンクリート打設量の調整がで
きないため、残留コンクリートは、全て別途処理する必
要が生じる。従って、打設終了後、生コン車の内のコン
クリートはそのまま別途運搬できるが、地下に残った圧
送用配管内のコンクリートは、配管の接続を外し、圧送
用配管内のコンクリートを取り出し、翌日、外部へ搬出
し処分していた。 【0004】 【発明が解決しようとする課題】しかしながら、上記従
来の方法においては、圧送用配管からのコンクリートの
取り出し作業および地上への搬出作業が重労働で手間が
かかるという問題を有し、また、コンクリートを産業廃
棄物として処理しなければならないという問題を有して
いる。 【0005】本発明は、上記問題を解決するものであっ
て、生コンクリートを圧送用配管を通して地下に圧送す
る方式において、配管内に残留したコンクリートを簡単
に回収することができる方法を提供することを目的とす
る。 【0006】 【課題を解決するための手段】そのために本発明の配管
内残留コンクリート回収方法は、地上面配置された生コ
ン車2と圧送用ポンプ3から圧送用配管5を経て地下の
コンクリート打設位置にコンクリートを圧送する方式に
おいて、コンクリート打設終了後、圧送用配管5を圧送
用ポンプ3から取り外し、圧送用ポンプ3に給水用配管
7の一端を接続するとともに、給水用配管7の他端を圧
送用配管5の先端に接続し、圧送用ポンプ3により給水
用配管7および圧送用配管5に水を供給することを特徴
とする。なお、上記構成に付加した番号は、本発明の理
解を容易にするために図面と対比させるためのもので、
これにより本発明の構成が何ら限定されるものではな
い。 【0007】 【作用】本発明においては、例えば図1に示すように、
給水管8からホッパー4に水を供給し、圧送用ポンプ3
を駆動すると、水は、給水用配管6から圧送用配管5の
先端に供給され、圧送用配管5に残留していたコンクリ
ートは逆流して上昇し、回収用配管6を経て生コン車2
等に回収される。 【0008】 【実施例】以下、本発明の実施例を図面を参照しつつ説
明する。図1は、本発明の配管内残留コンクリート回収
方法の1実施例を示す断面図であり、図1(A)はコン
クリートの打設時を、図1(B)は残留コンクリートの
回収時を示している。 【0009】図1(A)は、コンクリートの打設時を示
し、1は地下に構築されるコンクリート構造物であり、
地上面には、生コン車2と圧送用ポンプ3が配置され、
圧送用ポンプ3には、地下に延びる圧送用配管5が接続
されている。生コン車2内のコンクリートは、圧送用ポ
ンプ3のホッパー4に移され、圧送用ポンプ3は、コン
クリートを圧送用配管5を経て打設位置a、b、cに送
り、打設作業を行う。 【0010】図1(B)は残留コンクリートの回収時を
示し、コンクリート打設終了後、圧送用配管5を圧送用
ポンプ3から取り外し、取り外した圧送配管5に回収用
配管6を接続する。また、圧送用ポンプ3に給水用配管
7の一端を接続し、給水用配管7の他端を圧送用配管5
の先端に接続する。なお、図では回収用配管6を生コン
車2に接続するようにしているが、他の貯槽に接続する
ようにしてもよい。 【0011】この状態で、給水管8からホッパー4に水
を供給し、圧送用ポンプ3を駆動すると、水は、給水用
配管7から圧送用配管5の先端に供給され、圧送用配管
5に残留していたコンクリートは逆流して上昇し、回収
用配管6を経て生コン車2等に回収されることになる。 【0012】 【発明の効果】以上の説明から明らかなように本発明に
よれば、生コンクリートを圧送用配管を通して地下に圧
送する方式において、特に逆打ち時に問題となっていた
残留コンクリートの回収を容易に行うことができ、しか
も、給水により回収できるため、配管が簡単なもので済
むとともに、圧送用ポンプがそのまま利用でき特別な装
置が不要となる。また、コンクリートを産業廃棄物とし
て処理する必要がなくなる。さらに、生コン車が搬入し
てきた位置で残留コンクリートを回収できるため、生コ
ン車の搬入路を別に設ける必要がないという効果を有し
ている。
Description: BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to underground concrete work, and relates to a method of pumping ready-mixed concrete underground through a pressure-feeding pipe. And a method for collecting the same. 2. Description of the Related Art In a concrete work underground, a method is generally used in which a ready-mixed concrete truck is placed on the ground and the ready-mixed concrete is pumped underground through a pipe for pumping. in this case,
At the end of concrete placement, the concrete remaining in the pumping pipe can be recovered by reversing the pump on the ground floor, but in the case of underground, the pressure at the head is larger and the pump is reversed. Cannot be recovered. [0003] In the underground concrete work, especially when there are many underground floors, after the slab is cast,
In many cases, so-called reverse striking, in which a wall or a pillar above the slab is cast. In this case, since the amount of concrete placed cannot be adjusted, all the remaining concrete needs to be separately treated. Therefore, after the casting is completed, the concrete in the ready-mixed concrete truck can be transported separately as it is, but the concrete in the pumping pipe remaining underground is disconnected, the concrete in the pumping pipe is taken out, and the next day, the concrete in the pumping pipe is taken out. Had been carried out and disposed of. [0004] However, in the above-mentioned conventional method, there is a problem that the work of taking out the concrete from the pressurizing pipe and the work of carrying it out to the ground are labor intensive and time-consuming. There is a problem that concrete must be treated as industrial waste. The present invention has been made to solve the above-mentioned problem, and provides a method for easily recovering concrete remaining in a pipe in a system for pumping ready-mixed concrete underground through a pressure-feeding pipe. With the goal. [0006] To this end, the method for recovering residual concrete in a pipe according to the present invention comprises a method of placing concrete underground from a ready-mixed concrete truck 2 and a pump 3 for pumping via a pipe 5 for pumping. In the method of pumping concrete to a position, after the concrete is poured, the pumping pipe 5 is removed from the pump 3 and one end of the water supply pipe 7 is connected to the pump 3 and the other end of the water supply pipe 7 is connected. Is connected to the tip of the pressure feed pipe 5, and water is supplied to the water supply pipe 7 and the pressure feed pipe 5 by the pressure feed pump 3. The numbers added to the above configuration are for comparison with the drawings to facilitate understanding of the present invention,
This does not limit the configuration of the present invention at all. In the present invention, for example, as shown in FIG.
Water is supplied from the water supply pipe 8 to the hopper 4 and the pump 3
When water is driven, water is supplied from the water supply pipe 6 to the tip of the pressure feeding pipe 5, and the concrete remaining in the pressure feeding pipe 5 flows backward and rises, passes through the recovery pipe 6, and returns to the ready-mixed concrete vehicle 2.
Etc. are collected. An embodiment of the present invention will be described below with reference to the drawings. FIG. 1 is a cross-sectional view showing one embodiment of the method for recovering residual concrete in a pipe according to the present invention. FIG. 1 (A) shows the time of placing concrete, and FIG. 1 (B) shows the time of recovering the residual concrete. ing. FIG. 1 (A) shows a concrete casting, 1 is a concrete structure constructed underground,
On the ground surface, a ready-mixed concrete car 2 and a pump 3 for pumping are arranged,
The pump 3 for pumping is connected to a pumping pipe 5 extending underground. The concrete in the ready-mixed concrete car 2 is transferred to the hopper 4 of the pump 3 for pumping, and the pump 3 for pumping sends the concrete to the placing positions a, b, and c via the piping 5 for pumping, and performs the placing operation. FIG. 1B shows a state in which the residual concrete is collected. After the concrete has been poured, the pumping pipe 5 is removed from the pump 3 and the collecting pipe 6 is connected to the removed pumping pipe 5. Also, one end of a water supply pipe 7 is connected to the pump 3 for pumping, and the other end of the pipe 7 for water supply is connected to the pipe 5 for pumping.
Connect to the tip of In the figure, the collection pipe 6 is connected to the ready-mixed car 2, but may be connected to another storage tank. In this state, when water is supplied from the water supply pipe 8 to the hopper 4 and the pump 3 is driven, the water is supplied from the water supply pipe 7 to the tip of the pressure supply pipe 5, and the water is supplied to the pressure supply pipe 5. The remaining concrete flows backward and rises, and is collected by the ready-mixed concrete truck 2 and the like via the collection pipe 6. As is apparent from the above description, according to the present invention, in a system in which ready-mixed concrete is pumped underground through a pressure-feeding pipe, recovery of residual concrete, which has become a problem particularly at the time of reverse striking, is performed. Since it can be easily performed and can be recovered by supplying water, the piping can be simple, and the pump for pressure feeding can be used as it is, and no special device is required. Also, there is no need to treat concrete as industrial waste. Furthermore, since the residual concrete can be collected at the position where the ready-mixed concrete car has been carried in, there is an effect that it is not necessary to separately provide a carrying-in path for the ready-mixed concrete car.

【図面の簡単な説明】 【図1】本発明の配管内残留コンクリート回収方法の1
実施例を示す断面図であり、図1(A)はコンクリート
圧送時を、図1(B)は残留コンクリート回収時を示し
ている。 【符号の説明】 1…コンクリート構造物、2…生コン車、3…圧送用ポ
ンプ、4…ホッパー 5…圧送用配管、6…回収用配管、7…給水用配管、8
…給水管
BRIEF DESCRIPTION OF THE DRAWINGS FIG. 1 shows a method of recovering concrete remaining in a pipe according to the present invention.
It is sectional drawing which shows an Example, FIG. 1: (A) shows the time at the time of concrete pumping, and FIG. [Description of Signs] 1 ... concrete structure, 2 ... ready-mixed concrete car, 3 ... pump for pumping, 4 ... hopper 5 ... piping for pumping, 6 ... piping for collection, 7 ... piping for water supply, 8
... water pipe

───────────────────────────────────────────────────── フロントページの続き (72)発明者 中村道雄 東京都港区芝浦一丁目2番3号 清水建 設株式会社内 (72)発明者 西田典宏 東京都港区芝浦一丁目2番3号 清水建 設株式会社内 (72)発明者 庄川選男 東京都港区芝浦一丁目2番3号 清水建 設株式会社内 (56)参考文献 特開 平5−171806(JP,A) 特開 昭52−80623(JP,A) 実開 平5−57212(JP,U) 実開 平4−59243(JP,U) 実開 平1−167495(JP,U) (58)調査した分野(Int.Cl.7,DB名) B65G 53/32 E04G 21/00 - 21/10 ──────────────────────────────────────────────────続 き Continued on the front page (72) Michio Nakamura, 1-3-2 Shibaura, Minato-ku, Tokyo Shimizu Construction Co., Ltd. (72) Norihiro Nishida 1-2-3, Shibaura, Minato-ku, Tokyo Shimizu Construction Corporation (72) Inventor Seio Shogawa 1-3-2 Shibaura, Minato-ku, Tokyo Shimizu Construction Corporation (56) References JP-A-5-171806 (JP, A) JP-A Sho52 -80623 (JP, A) Japanese Utility Model 557212 (JP, U) Japanese Utility Model 4-59243 (JP, U) Japanese Utility Model 1-167495 (JP, U) (58) Fields surveyed (Int.Cl) . 7, DB name) B65G 53/32 E04G 21/00 - 21/10

Claims (1)

(57)【特許請求の範囲】 【請求項1】地上面配置された生コン車と圧送用ポンプ
から圧送用配管を経て地下のコンクリート打設位置にコ
ンクリートを圧送する方式において、コンクリート打設
終了後、前記圧送用配管を圧送用ポンプから取り外し、
前記圧送用ポンプに給水用配管の一端を接続するととも
に、前記給水用配管の他端を前記圧送用配管の先端に接
続し、前記圧送用ポンプにより前記給水用配管および圧
送用配管に水を供給することを特徴とする配管内残留コ
ンクリート回収方法。
(57) [Claims] [Claim 1] In a system in which concrete is pumped from a ready-mixed concrete truck placed on the ground surface and a pump for pumping to a concrete pouring position underground via a piping for pumping, after the concrete casting is completed. Removing the pumping pipe from the pump for pumping,
One end of a water supply pipe is connected to the pump for pumping, and the other end of the pipe for water supply is connected to a tip of the pipe for pumping, and the pump for water supply supplies water to the pipe for water supply and the pipe for pumping. A method for recovering concrete remaining in a pipe.
JP21748793A 1993-09-01 1993-09-01 Method for collecting residual concrete in pipes Expired - Fee Related JP3407144B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP21748793A JP3407144B2 (en) 1993-09-01 1993-09-01 Method for collecting residual concrete in pipes

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP21748793A JP3407144B2 (en) 1993-09-01 1993-09-01 Method for collecting residual concrete in pipes

Publications (2)

Publication Number Publication Date
JPH0769448A JPH0769448A (en) 1995-03-14
JP3407144B2 true JP3407144B2 (en) 2003-05-19

Family

ID=16705013

Family Applications (1)

Application Number Title Priority Date Filing Date
JP21748793A Expired - Fee Related JP3407144B2 (en) 1993-09-01 1993-09-01 Method for collecting residual concrete in pipes

Country Status (1)

Country Link
JP (1) JP3407144B2 (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR101400024B1 (en) 2013-02-28 2014-05-30 삼성중공업 주식회사 Method for recovering of fluid in pipe line and system for the same

Families Citing this family (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN107476308A (en) * 2017-09-29 2017-12-15 中铁八局集团建筑工程有限公司 A kind of pipe-line system for the downward pumping concrete of deep basal pit
KR102425261B1 (en) * 2020-10-27 2022-07-27 현대건설 주식회사 Self-fixing type conveying apparatus for wastewater
CN112517556A (en) * 2020-11-24 2021-03-19 山西三建集团有限公司 Closed cleaning system and closed cleaning method for concrete pump pipe

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR101400024B1 (en) 2013-02-28 2014-05-30 삼성중공업 주식회사 Method for recovering of fluid in pipe line and system for the same

Also Published As

Publication number Publication date
JPH0769448A (en) 1995-03-14

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