JP2869605B2 - Top measuring device for cast concrete - Google Patents

Top measuring device for cast concrete

Info

Publication number
JP2869605B2
JP2869605B2 JP27868992A JP27868992A JP2869605B2 JP 2869605 B2 JP2869605 B2 JP 2869605B2 JP 27868992 A JP27868992 A JP 27868992A JP 27868992 A JP27868992 A JP 27868992A JP 2869605 B2 JP2869605 B2 JP 2869605B2
Authority
JP
Japan
Prior art keywords
hose
concrete
measuring device
liquid
weight
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
JP27868992A
Other languages
Japanese (ja)
Other versions
JPH06128956A (en
Inventor
克己 岡村
正昭 加倉井
雅路 青木
英二 佐藤
篤 大河原
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.)
Takenaka Komuten Co Ltd
Original Assignee
Takenaka Komuten 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 Takenaka Komuten Co Ltd filed Critical Takenaka Komuten Co Ltd
Priority to JP27868992A priority Critical patent/JP2869605B2/en
Publication of JPH06128956A publication Critical patent/JPH06128956A/en
Application granted granted Critical
Publication of JP2869605B2 publication Critical patent/JP2869605B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

Links

Description

【発明の詳細な説明】DETAILED DESCRIPTION OF THE INVENTION

【0001】[0001]

【産業上の利用分野】この発明は、場所打ちコンクリー
ト杭や連続地中壁(以下、高耐力場所打ちコンクリート
杭等と云う)の構築において、掘削孔等に打設されるコ
ンクリートの天端の位置(上昇の状況)をリアルタイム
に測定する天端測定装置に関する。
BACKGROUND OF THE INVENTION The present invention relates to the construction of cast-in-place concrete piles and continuous underground walls (hereinafter referred to as high-strength cast-in-place concrete piles). The present invention relates to a top end measuring device for measuring a position (ascending situation) in real time.

【0002】[0002]

【従来の技術】場所打ちコンクリート杭等の構築に際し
ては、掘削孔内に打設したコンクリートの天端の位置を
測定しつつコンクリート打設作業が行なわれる。従来、
打設コンクリートの天端位置の測定法としては、例え
ば、目盛りの付いたテープに重錘を取付け、この重錘
を作業員の感覚で掘削孔内の安定液中に垂下させ、目盛
り付きの当該テープを伸ばしてコンクリートの天端の位
置を測定する方法が一般に行なわれている。また、ワ
イヤーに重錘を付けたものを掘削孔内の安定液中に垂下
させ、打設コンクリート内に貫入するや否や即座に当該
重錘を巻上げる上下運動を約3〜10秒の間隔で連続的
に自動制御によって行ない、打設コンクリートの天端位
置を測定する方法も行なわれる。この場合、コンクリー
ト内に重錘が貫入したかどうかの確認は、掘削孔内の安
定液とコンクリートの比重差や重錘のコンクリートへの
貫入抵抗などによる重錘の重さの変化値を検出すること
によって行なう。
2. Description of the Related Art When constructing a cast-in-place concrete pile or the like, concrete placement work is performed while measuring the position of the top of concrete placed in an excavation hole. Conventionally,
As a method of measuring the top end position of the poured concrete, for example, a weight is attached to a tape with a scale, and the weight is dripped down into the stable liquid in the excavation hole with a sense of an operator, and the scale with the scale is attached. It is common to measure the position of the top of the concrete by stretching the tape. In addition, a wire attached with a weight is dripped into the stable liquid in the excavation hole, and as soon as it penetrates into the poured concrete, the vertical motion of hoisting the weight is performed at intervals of about 3 to 10 seconds. A method of continuously measuring the top position of cast concrete by automatic control is also used. In this case, whether the weight has penetrated into the concrete is confirmed by detecting the change in the weight of the weight due to the specific gravity difference between the stable liquid and the concrete in the drilling hole and the resistance of the weight to penetrate into the concrete. By doing.

【0003】[0003]

【本発明が解決しようとする課題】上記したの測定方
法は、完全な手作業であるため大変面倒な上、云わば感
覚的な目分量で行われるため正確に打設コンクリートの
天端位置を測ることが困難である。また、の測定方法
は、自動化されてはいるが、連続的な上下運動を定期的
に確実に行なわせる必要があるため装置が複雑になると
共に、当該装置の製作コストも高騰するという問題があ
り、これらの点が解決すべき課題とされている。
The above-described measuring method is very troublesome because it is a complete manual operation, and it is performed with a sensible scale. Difficult to measure. Although the measuring method is automated, there is a problem that the apparatus is complicated because continuous up and down movements need to be performed periodically and reliably, and the manufacturing cost of the apparatus increases. However, these points are issues to be solved.

【0004】したがって、本発明の目的は、機構が単純
・簡便な構造で、しかも打設コンクリートの天端の位置
を正確に測定できる打設コンクリートの天端測定装置を
提供することにある。
SUMMARY OF THE INVENTION Accordingly, an object of the present invention is to provide an apparatus for measuring the top of cast concrete, which has a simple and simple mechanism and can accurately measure the position of the top of cast concrete.

【0005】[0005]

【課題を解決するための手段】上記課題を解決するため
の手段として、本発明に係る打設コンクリートの天端測
定装置は、図面に実施例を示したとおり、下端が密閉さ
れ内部に水等の液体1が一杯に注入され掘削孔3の底部
から上端部に亘る当該掘削孔3の内壁に沿って設置され
たホース2と、当該ホース2の上端開口2bから流出す
る前記液体1の体積又は重量を計量するため地上に設置
された計量器4とより成り、前記ホース2は掘削孔3内
に打設されたコンクリート5の側圧によって押し潰され
る柔軟な材質とされ、同ホース2が押し潰されることに
より流出し前記計量器4内に収容された液体1の体積又
は重量を計測して打設コンクリート5の天端の位置が計
測されることを特徴とする。
As a means for solving the above-mentioned problems, a top-end measuring device for cast concrete according to the present invention has a closed lower end and water or the like inside as shown in the embodiment in the drawings. And the hose 2 installed along the inner wall of the drilling hole 3 from the bottom to the upper end of the drilling hole 3 and the volume of the liquid 1 flowing out from the upper end opening 2b of the hose 2 The hose 2 is made of a flexible material that is crushed by the lateral pressure of concrete 5 placed in the excavation hole 3. The hose 2 is crushed. As a result, the volume or weight of the liquid 1 flowing out and contained in the measuring device 4 is measured to measure the position of the top end of the cast concrete 5.

【0006】[0006]

【作用】下端2aが密閉されて内部に水等の液体1が注
入され、かつ材質が打設コンクリート5の側圧によって
押し潰され得る柔軟な構成のホース2が、掘削孔3の底
部から上部までの同掘削孔3の内壁に設置され、当該ホ
ース2の上端開口2bから流出する液体1の体積又は重
量を計測する計量器4が地上に設置されているので、掘
削孔3内に打設されたコンクリート5の側圧によって前
記ホース2が押し潰されと、その押し潰された部分の液
体1があふれ出して前記計量器4内に収容される。そこ
で、この計量器4内の液体1の体積又は重量を計測し、
ホース2の内容積(横断面積×長さ)に換算することに
より、リアルタイムにしかも簡便に打設コンクリート5
の天端位置を決定することができる。
The hose 2 has a flexible structure in which the lower end 2a is closed, the liquid 1 such as water is injected into the inside, and the material can be crushed by the lateral pressure of the cast concrete 5 from the bottom to the top of the borehole 3. Since the measuring device 4 for measuring the volume or weight of the liquid 1 flowing out from the upper end opening 2b of the hose 2 is installed on the ground, When the hose 2 is crushed by the lateral pressure of the concrete 5, the liquid 1 in the crushed portion overflows and is stored in the measuring device 4. Therefore, the volume or weight of the liquid 1 in the measuring device 4 is measured,
By converting to the internal volume of the hose 2 (cross-sectional area x length), the concrete 5
Can be determined.

【0007】[0007]

【実施例】次に、図面に示した本発明の実施例を説明す
る。図1に本発明に係る打設コンクリートの天端測定装
置の全体図を示した。図中2は、場所打ちコンクリート
杭等の施工に際して掘削された掘削孔6内に設置された
ホースである。ホース2の下端2aは密閉してめくら処
理されており、このホース2内には好ましくは掘削孔3
内の安定液6より比重の大きい液体1(但し、通常は
水)が地上レベルまで一杯に注入されている。そして、
通常は、図示を省略した鉄筋籠の側壁に当該ホース2を
取付け同鉄筋籠を掘削孔3内に挿入することにより、掘
削孔3の底部から上端部に亘る当該掘削孔3の内壁に沿
って設置されている。つまり、当該ホース2は、全長が
掘削孔3の深さよりやや長く、内径が約10〜100m
m程度とされ、且つその材質は、掘削孔3内に打設され
たコンクリート5の側圧によって完全に押し潰され得る
合成樹脂製等の柔軟なチューブとされている。
Next, an embodiment of the present invention shown in the drawings will be described. FIG. 1 shows an overall view of a device for measuring the top of cast concrete according to the present invention. In the figure, reference numeral 2 denotes a hose installed in an excavation hole 6 excavated when constructing a cast-in-place concrete pile or the like. The lower end 2a of the hose 2 is hermetically sealed and blinded.
A liquid 1 (but usually water) having a higher specific gravity than the stabilizing liquid 6 in the inside is fully filled to the ground level. And
Normally, the hose 2 is attached to a side wall of a reinforced cage, not shown, and the reinforced cage is inserted into the drilled hole 3 so as to extend along the inner wall of the drilled hole 3 from the bottom to the upper end of the drilled hole 3. is set up. That is, the hose 2 has an overall length slightly longer than the depth of the borehole 3 and an inner diameter of about 10 to 100 m.
m, and is made of a flexible tube made of synthetic resin or the like that can be completely crushed by the lateral pressure of the concrete 5 cast into the excavation hole 3.

【0008】図中4は前記ホース2の上端開口2bから
流出する液体1の体積又は重量を計量する計量器であっ
て地上に設置されている。ホース2の上端開口2bが当
該計量器4の内部方向に向けて設置されている。この計
量器4には、予め体積(又は重量)と打設コンクリート
位置との関係がマーキングして表示されている。したが
って、掘削孔3内にコンクリート5が打設されていく
と、該掘削孔3の底部から充填されていくコンクリート
5の側圧によって前記ホース2は押し潰され、その押し
潰された部分の液体1が地上でホース2の上端開口2b
からあふれ出し前記計量器4内に収容される。よって、
当該計量器4内の液体1の体積又は重量を計測するだけ
で、簡単にしかもリアルタイムに打設コンクリート5の
天端位置を決定し、管理することができる。
In the figure, reference numeral 4 denotes a measuring device for measuring the volume or weight of the liquid 1 flowing out of the upper end opening 2b of the hose 2, and is installed on the ground. The upper end opening 2 b of the hose 2 is installed toward the inside of the measuring device 4. The relationship between the volume (or weight) and the concrete placement position is marked and displayed on the measuring device 4 in advance. Therefore, when the concrete 5 is poured into the excavation hole 3, the hose 2 is crushed by the lateral pressure of the concrete 5 filling from the bottom of the excavation hole 3, and the liquid 1 in the crushed portion is crushed. Is the upper end opening 2b of the hose 2 on the ground
And overflows from the measuring device 4. Therefore,
Only by measuring the volume or weight of the liquid 1 in the measuring device 4, the top position of the cast concrete 5 can be determined and managed simply and in real time.

【0009】[0009]

【本発明が奏する効果】本発明に係る打設コンクリート
の天端測定装置によれば、簡単な当該装置により掘削孔
内に打設されたコンクリートの天端位置が簡便に正確に
リアルタイムで測定され、当該測定値にしたがって正確
にコンクリートの打設を行うことができるので、経費の
節減が図れて経済的な上、高品質な高耐力場所打ちコン
クリート杭等の構築に寄与する。
According to the apparatus for measuring the top of cast concrete according to the present invention, the position of the top of concrete poured into the excavation hole can be simply and accurately measured in real time by the simple apparatus. Since the concrete can be poured accurately according to the measured value, the cost can be reduced and the cost can be reduced, and it is economical and contributes to the construction of a high quality, high strength cast-in-place concrete pile or the like.

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

【図1】この発明に係る天端測定装置の全体図である。FIG. 1 is an overall view of a top end measuring device according to the present invention.

【符号の説明】[Explanation of symbols]

1 液体 2 ホース 3 掘削孔 2b 上端開口 4 計量器 5 コンクリート DESCRIPTION OF SYMBOLS 1 Liquid 2 Hose 3 Drilling hole 2b Upper end opening 4 Meter 5 Concrete

───────────────────────────────────────────────────── フロントページの続き (72)発明者 佐藤 英二 東京都江東区南砂二丁目5番14号 株式 会社竹中工務店技術研究所内 (72)発明者 大河原 篤 東京都江東区南砂二丁目5番14号 株式 会社竹中工務店技術研究所内 (56)参考文献 特開 平4−62227(JP,A) 特開 平4−62226(JP,A) (58)調査した分野(Int.Cl.6,DB名) E02D 15/04 ──────────────────────────────────────────────────続 き Continuing on the front page (72) Eiji Sato, Inventor 2-5-1-14 Minamisuna, Koto-ku, Tokyo Inside the Technical Research Institute, Takenaka Corporation (72) Inventor Atsushi Okawara 2-5-1, Minamisuna, Koto-ku, Tokyo No. Takenaka Corporation Technical Research Institute Co., Ltd. (56) References JP-A-4-62227 (JP, A) JP-A-4-62226 (JP, A) (58) Fields studied (Int. Cl. 6 , DB (Name) E02D 15/04

Claims (1)

(57)【特許請求の範囲】(57) [Claims] 【請求項1】下端が密閉され内部に水等の液体が一杯に
注入され掘削孔の底部から上端部に亘る掘削孔内壁に沿
って設置されたホースと、当該ホースの上端開口から流
出する前記液体の体積又は重量を計量するため地上に設
置された計量器とより成り、前記ホースは掘削孔内に打
設されたコンクリートの側圧によって押し潰される柔軟
な材質とされ、同ホースが押し潰されることにより流出
し前記計量器内に収容された液体の体積又は重量を計測
して打設コンクリートの天端位置が計測されることを特
徴とする、打設コンクリートの天端位置測定装置。
1. A hose which is closed along its lower end and which is filled with a liquid such as water therein and which is installed along the inner wall of the drilling hole from the bottom to the upper end of the drilling hole, and the hose which flows out from the upper end opening of the hose. It consists of a measuring device installed on the ground to measure the volume or weight of the liquid, and the hose is made of a flexible material that is crushed by the lateral pressure of concrete poured into the drilling hole, and the hose is crushed. The top position of the poured concrete is measured by measuring the volume or weight of the liquid flowing out and stored in the measuring instrument.
JP27868992A 1992-10-16 1992-10-16 Top measuring device for cast concrete Expired - Fee Related JP2869605B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP27868992A JP2869605B2 (en) 1992-10-16 1992-10-16 Top measuring device for cast concrete

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP27868992A JP2869605B2 (en) 1992-10-16 1992-10-16 Top measuring device for cast concrete

Publications (2)

Publication Number Publication Date
JPH06128956A JPH06128956A (en) 1994-05-10
JP2869605B2 true JP2869605B2 (en) 1999-03-10

Family

ID=17600809

Family Applications (1)

Application Number Title Priority Date Filing Date
JP27868992A Expired - Fee Related JP2869605B2 (en) 1992-10-16 1992-10-16 Top measuring device for cast concrete

Country Status (1)

Country Link
JP (1) JP2869605B2 (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN103437358A (en) * 2013-09-13 2013-12-11 杭州银博交通工程材料有限公司 Concrete pouring control system and method for cast-in-place pile

Families Citing this family (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN105298147A (en) * 2015-10-13 2016-02-03 中建一局集团建设发展有限公司 Ultra-deep foundation pit spiral descending quick material transportation passage and construction method thereof
CN107794924A (en) * 2016-09-06 2018-03-13 北京新桥技术发展有限公司 A kind of concrete pouring control system and method for cast-in-place pile based on electrical conductivity

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN103437358A (en) * 2013-09-13 2013-12-11 杭州银博交通工程材料有限公司 Concrete pouring control system and method for cast-in-place pile

Also Published As

Publication number Publication date
JPH06128956A (en) 1994-05-10

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