JPH08278268A - Water content meter using electrical detection circuit and concrete placement compartment detection device - Google Patents

Water content meter using electrical detection circuit and concrete placement compartment detection device

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Publication number
JPH08278268A
JPH08278268A JP11536395A JP11536395A JPH08278268A JP H08278268 A JPH08278268 A JP H08278268A JP 11536395 A JP11536395 A JP 11536395A JP 11536395 A JP11536395 A JP 11536395A JP H08278268 A JPH08278268 A JP H08278268A
Authority
JP
Japan
Prior art keywords
concrete
electrode
construction
detection circuit
signal
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
JP11536395A
Other languages
Japanese (ja)
Inventor
Tadashi Matsuoka
正 松岡
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.)
Individual
Original Assignee
Individual
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 Individual filed Critical Individual
Priority to JP11536395A priority Critical patent/JPH08278268A/en
Publication of JPH08278268A publication Critical patent/JPH08278268A/en
Pending legal-status Critical Current

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  • On-Site Construction Work That Accompanies The Preparation And Application Of Concrete (AREA)
  • Investigating Or Analyzing Materials By The Use Of Electric Means (AREA)

Abstract

PURPOSE: To provide a detector of concrete before curing for automating and rationalizing the concrete placement construction of construction and engineering works. CONSTITUTION: In a unit detector, a pair of different kinds of metals are mounted to a concrete form as electrodes 11 through an insulator 03 and each electrode is connected to a signal converter 04 to constitute a concrete detection circuit. For automating concrete placement construction, data for indicating the progress condition of the filling operation of concrete which nearly correspond to the final process are required. Since the signal of the concrete detection circuit is an electrical signal and hence can be simultaneously used to control all processes, the signal is used, for example, to switch a transport pipeline, operate a pressure-feed pump, and control the operation of a batch plant, thus rationalizing and automating concrete placement operation. Then, the detector can be utilized as a monitoring meter of water content at the surface part of concrete after placement.

Description

【発明の詳細な説明】Detailed Description of the Invention

【0001】[0001]

【産業上の利用分野】コンクリート・ポンプを使用し圧
送してコンクリートを打設しようとする建築、土木の、
[Industrial application] Construction, civil engineering, which uses concrete pumps to send concrete by pressure.

【0002】[0002]

【従来の技術】土木、建築の分野での大規模なコンクリ
ート打設工事では、コンクリートをバッチ・プラントで
製造後、施工計画に従って速やかに運搬し、直ちに型枠
のすみずみまで及び鉄筋の周囲に行き渡るように打ち込
み、その後は速やかに充分締固めねばならない。運搬か
ら締固め終了まで、コンクリートの材料分離が出来るだ
け小さく成るように注意しなければ成らない。そして練
り混ぜから打ち終わるまでの時間は、外気温が25℃を
越える場合は1.5間以内、25℃以下の場合は2.0
時間以内と土木学会標準仕方書に規定されている。
2. Description of the Related Art In large-scale concrete pouring work in the fields of civil engineering and construction, after concrete is manufactured in a batch plant, it is quickly transported according to the construction plan and immediately around the corners of the formwork and around the reinforcing bars. You must drive it in all the way and then quickly and fully compact it. Care must be taken to ensure that the material separation of concrete is as small as possible from transport to the end of compaction. And, the time from kneading to finishing is less than 1.5 when the outside temperature exceeds 25 ° C and 2.0 when the outside temperature is below 25 ° C.
It is prescribed within the time limit and the standard method of JSCE.

【0003】一般に、施工上の理由から定まる1施工ブ
ロックのコンクリート量は、練り混ぜ、運搬、打ち込
み、締め固めが終了するまでの作業時間と投入すること
が可能な施工機器能力と作業員数とに左右される。硬化
後のコンクリートの品質を左右するものとして、混練り
される租骨材、細骨材、セメントと水そして必要に応じ
て使用する混和剤等の比率が大事であり、目的用途によ
りその比率を変えて用いる事に成ります。そこで所要の
品質のコンクリートを得る為には仕方書で示された材料
を必要な精度で計量し、此れらを充分に練り混ぜてバッ
チ間の差異の少ない均質なコンクリートとする必要があ
る。
Generally, the amount of concrete in one construction block, which is determined for construction reasons, depends on the work time until the completion of kneading, transporting, driving, compaction, and the capacity of construction equipment and the number of workers. It depends. As the quality of the concrete after hardening is affected, the ratio of kneaded aggregate, fine aggregate, cement and water, and admixtures used as needed, etc. is important, and the ratio varies depending on the intended use. Will be used. Therefore, in order to obtain concrete of the required quality, it is necessary to weigh the materials indicated in the method manual with the required accuracy and sufficiently mix these to make homogeneous concrete with little difference between batches.

【0004】そしてコンクリートの打設作業として、一
体構造物の中にあっても構造力学上各部位毎に異なる配
合比率のコンクリートの打設を必要とする場合が有る。
此の場合上記の混練り素材の配合比率を変えて設計され
た区分に打設して完成後の適正なコンクリート構築物の
性能を確保する。
As a concrete pouring work, there is a case where it is necessary to pour concrete having a different mixing ratio for each part in terms of structural mechanics even in an integrated structure.
In this case, the composition ratio of the above-mentioned kneading materials is changed and the composition is poured into the designed section to ensure proper performance of the concrete structure after completion.

【0005】そして、コンクリートが設計通りの強度、
耐久性、水密性等の確保する為に、セメントの水和反応
が充分に成される事が必要条件であるが、コンクリート
は打設後の早い時期に表面乾燥が進む事になるので、水
和反応に必要な内部の水分が不足する。其の防護策とし
てコンクリートの表面を一定期間湿潤状態に保つ必要が
ある、此れを養生と称し重要な品質管理の手段でありま
す。
Then, the concrete has the strength as designed,
In order to ensure durability, watertightness, etc., it is a necessary condition that the hydration reaction of the cement is sufficiently performed, but since the surface drying of concrete will progress early after pouring, Insufficient internal water content for the sum reaction. As a protective measure, it is necessary to keep the concrete surface in a wet state for a certain period of time. This is called curing and is an important quality control measure.

【0006】そして材料比率の異なるコンクリートのバ
ッチ識別と打設区画の検知の目的の為のセンサーとして
は、特公平6−3071に記述されている発音もしくは
発光機能を持たせた電子デヴァイスを用意し、コンクリ
ートと共に打設し、そのデヴァイスの移動とその位置を
当該電子デヴァイスの発する信号、即ち、音、光りを検
知する事でコンクリート打設のレベルもしくは混練り比
率の変更のバッチ識別の為に供される。
As a sensor for the purpose of batch identification of concrete having different material ratios and detection of the placement section, an electronic device having a sounding or emitting function described in Japanese Patent Publication No. 6-3071 is prepared. , It is placed with concrete, and the movement of the device and its position are used for batch identification of the level of concrete placement or the change of the kneading ratio by detecting the signal emitted by the electronic device, that is, sound and light. To be done.

【0007】[0007]

【発明が解決しようとする課題】コンクリート工事の機
械化及び自動化の現状及び動向を考察するとき、種々の
データに依ると若年層の建設業への希望者が減少する傾
向にある事が明らかであり、此の様な背景で、現状そし
て将来的に見ても労働力不足及び熟練労働力不足が考え
られ、此れに対応する為に、コンクリート工事の省力化
並びに合理化を目指した施工方法の開発、機械化、自動
化等が進められている。
When considering the current state and trends of mechanization and automation of concrete construction, it is clear that the number of young people who want to build construction tends to decrease according to various data. Against this background, there is a shortage of labor and skilled labor in the present situation and in the future, and in order to respond to this, the development of construction methods aiming at labor saving and rationalization of concrete work. , Mechanization and automation are being promoted.

【0008】コンクリート打設区画の検知の手法として
前述の特公平6−3071の方法を適用する為には目視
出来る事、聴音等の手段で当該デヴィスの動きを追跡す
る事が必要最小限の条件となるので、型枠で閉塞した空
間にコンクリートを注入打設するのには使用する事が不
可能である。
In order to apply the method of Japanese Patent Publication No. 6-3071 mentioned above as a method of detecting a concrete placing section, it is necessary to visually check and to follow the movement of the device by a means such as hearing sound. Therefore, it cannot be used for pouring concrete into the space closed by the formwork.

【0009】そして前述のコンクリート打設区画の検知
の手段を使用するに際して、検知器の視認の為に作業員
を特別に配置して、其の情報の伝達には検知器の視認者
に依り特別に用意した手段を用いてコンクリート・ポン
プ操作者にコンクリート打設現場の状況を知らしめる情
報を転送する事になる。従って全ての作業は人為的な操
作を経て遂行される事に成るので、作業のより高度な自
動化は望めない。
When using the above-mentioned means for detecting the concrete pouring section, a worker is specially arranged for visually recognizing the detector, and the transmission of the information depends on the person who visually recognizes the detector. The information prepared to inform the concrete pump operator of the situation at the concrete pouring site will be transmitted using the means prepared in. Therefore, since all the work is carried out through an artificial operation, a higher degree of automation of the work cannot be expected.

【0010】[0010]

【課題を解決する為の手段】当発明に適用したコンクリ
ート検知回路の動作を、一つのモデルとして、添付の図
1で説明するとき、固化前のコンクリートは一種の水溶
液と見なせるので、異種金属から成る電極(甲)11と
電極(乙)12をコンクリート01に浸し、両電極を破
線で示すように導線Sで結んだとき、コンクリート中の
両電極間にはイオンの移動が有り、即ちイオン電導に依
り両電極間に閉回路が構成され外部導線Sには電流Iが
流れる、此の電流を信号変換器で検出する事で、乾燥す
る前のコンクリートが当該領域に存在するかどうかを直
接検知する事が可能と成る。此の信号をコンクリート圧
送ポンプもしくは輸送管路変更の操作信号、バッチ・プ
ラントの制御信号とする。
When the operation of the concrete detection circuit applied to the present invention is explained as a model with reference to the attached FIG. 1, concrete before solidification can be regarded as a kind of aqueous solution. When the composed electrode (A) 11 and electrode (B) 12 are immersed in concrete 01, and both electrodes are connected by a conducting wire S as shown by a broken line, there is migration of ions between the two electrodes in concrete, that is, ion conduction. Due to this, a closed circuit is formed between both electrodes and a current I flows through the external conductor S. By detecting this current with a signal converter, it is possible to directly detect whether concrete before drying exists in the area. It becomes possible to do. This signal is used as an operation signal for changing the concrete pressure pump or transportation pipeline, and a control signal for the batch plant.

【0011】図2に示したような閉塞された部位にコン
クリートの打設を計画する場合のコンクリートの打設区
画の検知装置として、検知器の構成要素である11、1
2、13の組み合わせに成る電極群と21、22、23
の組み合わせに成る電極群を型枠02に絶縁体03を介
して設置する、そしてコンクリートには粘性があるの
で、供給されたコンクリートは水平面に対して破線で示
したコンクリート封絡線Nとグランド・レベルGLとが
作る安息角Pを以て流動する事に成るので、一つの供給
点Mの分担する領域の型枠に図3に示すように検知電極
を配置し、検知回路を構成する事で、コンクリートの流
れを監視しながら当該領域にコンクリートが充填された
か、どうかの確認が出来る打設検知回路を構成する。
[0011] As a device for detecting a concrete pouring section when planning the pouring of concrete in a closed area as shown in FIG.
Electrode group consisting of combination of 2, 13 and 21, 22, 23
The electrode group, which is a combination of the above, is installed on the frame 02 via the insulator 03, and the concrete is viscous, so the supplied concrete is the concrete envelope N and the ground Since the fluid flows at an angle of repose P created by the level GL, by arranging the detection electrodes as shown in FIG. 3 in the formwork of the region shared by one supply point M and forming the detection circuit, concrete can be obtained. A pouring detection circuit that can check whether the area is filled with concrete or not while monitoring the flow of

【0012】[0012]

【作用】コンクリート検知信号は、コンクリート型枠外
で検知が可能となるので、型枠で完全に閉塞された領域
に、例えば図2の様に隧道の壁面と型枠の間隙に一体構
造に成るようにコンクリートの打設が可能となり、また
コンクリート打設作業の連続性の確保が容易になる事
で、より性能の良いコンクリート構造物の構築が可能と
なる。
The concrete detection signal can be detected outside the concrete form, so that it can be integrated in the area completely closed by the form, for example, in the gap between the wall of the tunnel and the form as shown in FIG. Since concrete can be placed in the concrete and the continuity of concrete placing work can be easily secured, it becomes possible to construct a concrete structure with better performance.

【0013】そして、検知信号に電流を用いることで信
号線の延長が〜20kmの範囲内で延長出来る事、そし
て電気信号なので作業現場内のどこに於いても同時性を
以て利用することが可能となるので総合的な作業管理が
可能となり、原材料の、時間的な、そして人的な諸々の
ロスの少ない、そして高い品質管理を期する事が可能と
なる。
Further, by using current for the detection signal, the extension of the signal line can be extended within a range of up to 20 km, and since it is an electric signal, it can be used simultaneously at any place in the work site. Therefore, comprehensive work management is possible, and it is possible to achieve high quality control of raw materials with little loss in time and personnel.

【0014】そして、コンクリート打設作業の終了後は
当該検知回路をコンクリート表面の乾燥の度合い、即ち
イオンの易動度が検知信号電流値に影響するので、コン
クリート表層部の含水率の判定機とする事が可能と成り
ますので、養生の為の条件設定及び型枠の解体時期を的
確に把握出来る。
After the concrete pouring work is completed, the detection circuit is used as a device for determining the water content of the concrete surface layer because the degree of drying of the concrete surface, that is, the ion mobility affects the detection signal current value. Since it is possible to do so, it is possible to accurately grasp the condition setting for curing and the timing of dismantling the formwork.

【0015】[0015]

【実施例】以下、本発明の実施例を添付の図面を用いて
説明する。図3のグランド・レベルをGLとしたとき、
検知電極11,21を共通電極甲として、11に対して
12、13,14の電極乙の組み合わせに成る、そして
21に対する22、23、24の電極乙の組み合わせに
成る二組の検知回路の電極の配置の実施例を示すもの
で、電極乙の12、13、14もしくは22、23、2
4はスイッチ(Sw)切り替えで検知電極の設置位置に
対応する検知回路とする。従ってコンクリートが破線N
で示される状態に在るとき、21と22、23、の電極
各々の組み合わせに成る検知回路が作動してコンクリー
トの状態を示す事に成り、電極からの信号線を圧送ポン
プの操作点に導き操作者が打設現場の情報を直接知るこ
とが出来るようにする。他方自動化を考えるとき、各電
極の出力を圧送ポンプの送出管路の開閉弁の制御信号、
輸送管路の変更、圧送ポンプへのコンクリートの供給量
の制御信号、もしくはバッチ・プラントの制御信号とす
る。
Embodiments of the present invention will be described below with reference to the accompanying drawings. When the ground level in FIG. 3 is GL,
With the sensing electrodes 11 and 21 as a common electrode shell, electrodes 11 and 12, 13 and 14 have a combination of electrodes B, and electrodes 21 and 22 have a combination of electrodes 23 and 24, which are electrodes of two sets of sensing circuits. An example of the arrangement of the electrodes is shown in FIG.
Reference numeral 4 denotes a detection circuit corresponding to the installation position of the detection electrode by switching the switch (Sw). Therefore, the concrete is broken line N
When it is in the state shown by, the detection circuit consisting of the combination of each of the electrodes 21 and 22, 23 is activated to indicate the state of concrete, and the signal line from the electrode is guided to the operating point of the pump. Allow the operator to directly know the information on the setting site. On the other hand, when considering automation, the output of each electrode is the control signal of the on-off valve of the delivery line of the pressure pump,
It is used as a control signal for changing the transportation pipeline, a concrete supply amount to the pressure pump, or a batch plant control signal.

【0016】以上記述した検知器を構成する両電極は型
枠に対して絶縁されているが、甲乙何れかの一方の電極
にコンクリート型枠を電極として代用する事も可能であ
る。
Although both electrodes constituting the detector described above are insulated from the mold, it is also possible to substitute the concrete mold as an electrode for either one of the electrodes.

【0017】[0017]

【発明の効果】本発明は以上説明したように、検知信号
の同時性を利用して大掛かりな建設現場に於いて、複数
の圧送ポンプの並列運転又は配合比率の異なるバッチ・
プラントの並列運転をコンクリートの打設現場の随時情
報に基づき自動運転する事が可能と成りますので、構築
物の構造解析に基づいた異なる性質のコンクリートの打
設作業のプログラムも可能となり、一連の作業の省力化
及び自動化並びに作業記録の自動的な収集等が可能とな
り建設作業のより高度な品質管理が可能と成ります。
INDUSTRIAL APPLICABILITY As described above, the present invention utilizes the simultaneity of detection signals in a large-scale construction site in parallel operation of a plurality of pressure feed pumps or batches with different mixing ratios
Since it is possible to automatically operate the parallel operation of the plant based on the information of the concrete pouring site at any time, it is also possible to program a concrete pouring work of different properties based on the structural analysis of the structure, and a series of work It enables labor saving and automation, and automatic collection of work records, which enables higher quality control of construction work.

【0018】当発明に用いた検知器の動作原理上、検知
器の電極に外部より給電の必要がない。従って、信号線
は単位電極当たり一本でよいので、取り扱いが簡単であ
り、漏電等の事故心配が無く必要に応じて移動、敷設の
変更等の多い現場作業に適する。そして、検知用電極は
繰り返し使用が可能なので経済的である。
Due to the operating principle of the detector used in the present invention, it is not necessary to supply power to the electrodes of the detector from the outside. Therefore, since only one signal line is required per unit electrode, it is easy to handle and is suitable for field work where there are many accidents such as electric leakage and movement and laying changes are required as needed. Further, the detection electrode is economical because it can be used repeatedly.

【0019】コンクリート打設後は、コンクリート表層
部の水分計として機能させることが可能となるので、養
生作業の管理と型枠の解体の時期等を的確に把握する事
が容易となる。
After the concrete is poured, it becomes possible to function as a moisture meter for the concrete surface layer, so that it becomes easy to accurately control the curing work and the timing of dismantling the formwork.

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

【図1】:コンクリート検知回路説明図[Figure 1]: Concrete detection circuit diagram

【図2】:型枠と隧道の断面図[Fig.2]: Cross section of formwork and tunnel

【図3】:型枠の正面図と電極配置図[Fig. 3]: Front view of the mold and electrode arrangement diagram

【符号の説明】[Explanation of symbols]

01:充填されたコンクリート 02:構築された型枠 03:電極絶縁体 04:電流/電圧信号変換器 11:共通電極(甲) 12:電極(乙) 13:電極(乙) 14:電極(乙) 21:共通電極(甲) 22:電極(乙) 23:電極(乙) 24:電極(乙) I :電流 M :コンクリート注入口 N :注入コンクリート封絡線 P :安息角 S :仮想短絡導線 SW:入力信号切り替えスイッチ GL:グランド・レベル 01: Filled concrete 02: Constructed formwork 03: Electrode insulator 04: Current / voltage signal converter 11: Common electrode (A) 12: Electrode (B) 13: Electrode (B) 14: Electrode (B) ) 21: Common electrode (A) 22: Electrode (Otsu) 23: Electrode (Otsu) 24: Electrode (Otsu) I: Current M: Concrete injection port N: Injection concrete envelope P: Repose angle S: Virtual short-circuit conductor SW: Input signal switch GL: Ground level

Claims (3)

【特許請求の範囲】[Claims] 【請求項1】建築、土木のコンクリート打設工事に於い
てコンクリートが所定の区画に充填、打設されたかどう
かの検知の為に、現場で組み立て使用されるコンクリー
ト型枠に取り付け穴を穿ち異種金属甲、乙を作業上及び
コンクリートの品質管理上最も適する位置に絶縁体を介
して取り付けて、此れ等を信号変換器に接続して、固化
する前のコンクリートの存在の検知回路を構成するする
ことが出来る事を特徴とするコンクリートの打設区画の
検知装置。
1. In construction and civil engineering concrete pouring work, in order to detect whether or not concrete has been filled and placed in a predetermined section, mounting holes are drilled in a concrete formwork to be assembled and used on site, and different types are constructed. Attach the metal shell and the metal shell to the most suitable position for work and concrete quality control through an insulator, connect these to a signal converter, and configure a detection circuit for the presence of concrete before solidification. A device for detecting a concrete placing section, which is characterized by being able to do.
【請求項2】上記請求項1のコンクリート検知装置の構
成を用いて打設後のコンクリートの表層部位の含水率計
とする。
2. A water content meter for a surface layer portion of concrete after pouring, using the construction of the concrete detecting device according to claim 1.
【請求項3】上記請求項1で記述したコンクリート打設
用型枠に電極挿入が容易で、電極挿入の際に絶縁体と成
り得る材料で、電極取り付け穴が塞がれているコンクリ
ート打設用の型枠。
3. A concrete pouring method in which an electrode can be easily inserted into the concrete pouring formwork described in claim 1 and an electrode mounting hole is closed by a material which can serve as an insulator when the electrode is inserted. Formwork for.
JP11536395A 1995-04-04 1995-04-04 Water content meter using electrical detection circuit and concrete placement compartment detection device Pending JPH08278268A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP11536395A JPH08278268A (en) 1995-04-04 1995-04-04 Water content meter using electrical detection circuit and concrete placement compartment detection device

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP11536395A JPH08278268A (en) 1995-04-04 1995-04-04 Water content meter using electrical detection circuit and concrete placement compartment detection device

Publications (1)

Publication Number Publication Date
JPH08278268A true JPH08278268A (en) 1996-10-22

Family

ID=14660677

Family Applications (1)

Application Number Title Priority Date Filing Date
JP11536395A Pending JPH08278268A (en) 1995-04-04 1995-04-04 Water content meter using electrical detection circuit and concrete placement compartment detection device

Country Status (1)

Country Link
JP (1) JPH08278268A (en)

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2011180118A (en) * 2010-02-05 2011-09-15 Tobishima Corp Concrete filling state inspecting method
JP2014035269A (en) * 2012-08-09 2014-02-24 Shibaura Institute Of Technology Quality determination method in curing of cast concrete, curing completion time determination method, and quality determination framework
JP2015180801A (en) * 2015-05-07 2015-10-15 佐藤工業株式会社 Resistance value measurement formwork for placed concrete

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2011180118A (en) * 2010-02-05 2011-09-15 Tobishima Corp Concrete filling state inspecting method
JP2014035269A (en) * 2012-08-09 2014-02-24 Shibaura Institute Of Technology Quality determination method in curing of cast concrete, curing completion time determination method, and quality determination framework
JP2015180801A (en) * 2015-05-07 2015-10-15 佐藤工業株式会社 Resistance value measurement formwork for placed concrete

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