JPH056528Y2 - - Google Patents

Info

Publication number
JPH056528Y2
JPH056528Y2 JP2988088U JP2988088U JPH056528Y2 JP H056528 Y2 JPH056528 Y2 JP H056528Y2 JP 2988088 U JP2988088 U JP 2988088U JP 2988088 U JP2988088 U JP 2988088U JP H056528 Y2 JPH056528 Y2 JP H056528Y2
Authority
JP
Japan
Prior art keywords
electrode
concrete
piston rod
electrode member
electrode device
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 - Lifetime
Application number
JP2988088U
Other languages
Japanese (ja)
Other versions
JPH0212649U (en
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 filed Critical
Priority to JP2988088U priority Critical patent/JPH056528Y2/ja
Publication of JPH0212649U publication Critical patent/JPH0212649U/ja
Application granted granted Critical
Publication of JPH056528Y2 publication Critical patent/JPH056528Y2/ja
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

Links

Landscapes

  • Investigating Or Analyzing Materials By The Use Of Electric Means (AREA)

Description

【考案の詳細な説明】 [産業上の利用分野] 本考案は、コンクリート建造物の外壁面に施工
されたモルタル等の仕上材と、コンクリート駆体
との隙間に侵入している水分量を検知するための
電極装置に関する。
[Detailed description of the invention] [Industrial application field] This invention detects the amount of moisture that has entered the gap between the finishing material such as mortar applied to the exterior wall of a concrete building and the concrete base. The present invention relates to an electrode device for.

[従来の技術] コンクリート建造物は、年数が経つてくると、
その外壁面に施工されているモルタル、タイル等
のハク離を生じ、そのまま永く放置しておくと隙
間に雨水等が侵入し、更にはモルタル、タイル等
の脱落を生ずる結果となつてしまう。
[Conventional technology] As concrete buildings age,
Mortar, tiles, etc. installed on the outer wall surface will peel off, and if left as is for a long time, rainwater etc. will enter the gap, and furthermore, the mortar, tiles, etc. will fall off.

この問題を解決するために従来はモルタル、タ
イル面をハンマーで軽く叩いて音の違いでハク離
箇所を発見し、この部分に適当な孔を開けて侵入
水がある場合は、それが無くなつたと思われる頃
にこの孔から接着剤を注入する。という工法が開
発された。
In order to solve this problem, the conventional method was to tap the mortar or tile surface lightly with a hammer to find the peeling point based on the difference in sound, and then drill an appropriate hole in this area to eliminate any water that has entered. Inject adhesive through this hole when you think it is. A method was developed.

注入する接着剤は、内部の水分状態により、グ
レードを選ぶ必要がある。そのため接着剤注入箇
所の水分状態を把握しておくことは必要不可欠の
条件であり、従来は接着剤注入孔を設けるにあた
り、電極挿入孔を兼ねて2ケ所づつ等間隔で孔を
開け、電極部材を押し込んで2点間の導通を検知
するようにしていた。
The grade of adhesive to be injected must be selected depending on the internal moisture condition. Therefore, it is essential to know the moisture condition of the adhesive injection point. Conventionally, when creating adhesive injection holes, holes were drilled at two equal intervals to serve as electrode insertion holes, and was inserted to detect continuity between two points.

[考案が解決しようとする問題点] 第1a図、第1b図は従来の電極について示し
ている。ハク離を生じていると思われるコンクリ
ート駆体1に間隔dをもつて所定深さの孔4を
2ケ所づつ設け、隙間5に当接するように電極部
材10挿入し、リード線11に電気抵抗計を接続
して導通をチエツクする。しかしながら従来の電
極では、孔径に対して電極部材10の径はやや太
めに選ぶことになるので、接触不良を起し易く気
温の変化等でコンクリート駆体も変動しているの
で、複雑な問題を生じ、少しでもこの問題を解決
するため、電極部材は挿入したままにしておくこ
とが多く、場合によつては数百セツトも必要とす
ることとなる。本考案は、この接触不良の問題を
解決する電極装置を提供するにある。
[Problems to be solved by the invention] Figures 1a and 1b show conventional electrodes. Two holes 4 of a predetermined depth are provided at intervals d in the concrete body 1 that is thought to have flaked, and the electrode members 10 are inserted so as to be in contact with the gaps 5, and the lead wires 11 have electrical resistance. Connect the meter and check continuity. However, with conventional electrodes, the diameter of the electrode member 10 is selected to be slightly thicker than the hole diameter, which tends to cause poor contact, and the concrete structure also fluctuates due to changes in temperature, which can lead to complex problems. In order to solve this problem, the electrode member is often left inserted, and in some cases, several hundred sets are required. The object of the present invention is to provide an electrode device that solves this problem of poor contact.

[実施例] 図面を参照して本考案電極装置の構成、使用法
を説明する。
[Example] The configuration and usage of the electrode device of the present invention will be explained with reference to the drawings.

先ず第1a図のごとき測定孔4を等間隔で2ケ
所ずつ設ける。第2図の参照番号8で示してある
本考案の電極装置を測定の必要に応じて孔4に挿
入する。勿論電極装置8は2ケ所ずつ1セツトで
ある。
First, two measuring holes 4 as shown in FIG. 1a are provided at equal intervals. An electrode device according to the invention, indicated by reference numeral 8 in FIG. 2, is inserted into the hole 4 as required for the measurement. Of course, one set of electrode devices 8 is provided at two locations.

挿入時は第2a図の如く、所定深さにまで挿入
し込む。シリンダー12のフランジ部分12′の
下面と測定駆体面とは間隔12hをもつて多少の
隙間を有している。そこで、第2b図の如くレバ
ー16を押し下げるとシリンダー12が押し下げ
られ、電極部材10を拡巾し、測定面にしつかり
と喰い着くようになる。ピストン・ロツド13は
上部のトツプケース14まで延びており、リード
線11を経由して図示しない電気抵抗計等に繋が
れている。
When inserting, as shown in Fig. 2a, it is inserted to a predetermined depth. There is a slight gap 12h between the lower surface of the flange portion 12' of the cylinder 12 and the measurement surface. Therefore, when the lever 16 is pushed down as shown in FIG. 2b, the cylinder 12 is pushed down, and the electrode member 10 is expanded and firmly attached to the measurement surface. The piston rod 13 extends to the upper top case 14, and is connected to an electric resistance meter (not shown) via a lead wire 11.

本考案ではレバー方式で説明しているが、ネジ
式でも電極部材10を拡巾する構成とすることが
でき、又□+、□−、電極一対を一つの台板に設け、
一つのレバー機構で連動操作することも考えられ
る。電極部材としては、導電性ゴム、金属製の繊
維を束ねたもの等が考えられる。
In the present invention, a lever type is explained, but a screw type can also be used to expand the electrode member 10, and a pair of □+, □- and electrodes can be provided on one base plate.
It is also possible to perform interlocking operations using a single lever mechanism. As the electrode member, conductive rubber, a bundle of metal fibers, etc. can be considered.

以上の構成とすることにより、測定時の接触不
良を完全に取り除くことができ、又、接触不良を
生じない構成とすることができたことにより、電
極装置は1セツトあれば充分であり、経済的にも
有用である。
By adopting the above configuration, it is possible to completely eliminate contact failures during measurement, and because the configuration has been created that does not cause contact failures, one set of electrode devices is sufficient, making it economical. It is also useful.

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

第1a図、第1b図は従来方式の電極構造を示
し、第2a図,第2b図は本考案電極装置、第2
c図は本考案電極装置の断面図を示す。図におい
て、 2……モルタル、3……タイル、14……トツ
プ・ケース、15……ノツク・ピン、17……キ
ヤツプ、18……ラグ、19……止ネジ。
Figures 1a and 1b show the conventional electrode structure, and Figures 2a and 2b show the electrode structure of the present invention and the second electrode structure.
Figure c shows a cross-sectional view of the electrode device of the present invention. In the figure, 2... Mortar, 3... Tile, 14... Top case, 15... Knock pin, 17... Cap, 18... Lug, 19... Set screw.

Claims (1)

【実用新案登録請求の範囲】 コンクリートに孔を開けて電極を挿入し、該コ
ンクリートの水分を検知する電極装置8におい
て、 (1) 電極部材はピストン・ロツド13に固着され (2) 該ピストン・ロツド13はシリンダー12を
貫通し、 (3) 該シリンダー12の上部にて、ピストン・ロ
ツドはトツプ・ケース14と共にレバー機構1
6に締結され、 レバー機構16を操作することにより、電極部
材10が圧縮され電極部材10の外径が拡巾さ
れて、コンクリート孔内面との接触を完全に保
つようにしたことを特徴とするコンクリート水
分測定用電極装置。
[Claims for Utility Model Registration] In an electrode device 8 that detects moisture in concrete by inserting an electrode into the concrete, (1) the electrode member is fixed to the piston rod 13; (2) the piston rod 13 is fixed to the electrode device 8; The rod 13 passes through the cylinder 12, and (3) in the upper part of the cylinder 12, the piston rod is connected to the lever mechanism 1 together with the top case 14.
6, and by operating the lever mechanism 16, the electrode member 10 is compressed and the outer diameter of the electrode member 10 is expanded to maintain complete contact with the inner surface of the concrete hole. Electrode device for measuring concrete moisture.
JP2988088U 1988-03-08 1988-03-08 Expired - Lifetime JPH056528Y2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP2988088U JPH056528Y2 (en) 1988-03-08 1988-03-08

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP2988088U JPH056528Y2 (en) 1988-03-08 1988-03-08

Publications (2)

Publication Number Publication Date
JPH0212649U JPH0212649U (en) 1990-01-26
JPH056528Y2 true JPH056528Y2 (en) 1993-02-19

Family

ID=31254476

Family Applications (1)

Application Number Title Priority Date Filing Date
JP2988088U Expired - Lifetime JPH056528Y2 (en) 1988-03-08 1988-03-08

Country Status (1)

Country Link
JP (1) JPH056528Y2 (en)

Families Citing this family (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP6414495B2 (en) * 2015-03-24 2018-10-31 中日本高速道路株式会社 Electrode for rebar corrosion environment measurement sensor in concrete
JP7144203B2 (en) * 2018-06-13 2022-09-29 三菱重工業株式会社 Corrosion sensor and manufacturing method of corrosion sensor

Also Published As

Publication number Publication date
JPH0212649U (en) 1990-01-26

Similar Documents

Publication Publication Date Title
WO2017094995A1 (en) Method for monitoring rock grouting using electrical resistivity
CN107607030B (en) Existing roadbed and slope stability monitoring structure and construction method thereof
JPH056528Y2 (en)
CN112782239A (en) Intelligent grouting sleeve and saturation and damage position detection device and method thereof
CN203837676U (en) Inclined sensing type intelligent inclination measuring tube
CN208844797U (en) A kind of precast assembly grout sleeve monitoring grouting plumpness and stress variation
CN113203352B (en) Automatic monitoring system and monitoring method for foundation pit displacement
JP2019512626A (en) Hot melt anchor head
CN109540352B (en) Tunnel secondary lining embedded pressure sensing network structure and monitoring method thereof
CN2761846Y (en) Hollow slurry filling anchor rod capable of measuring length
JPH1031013A (en) Filling condition checking method for placed concrete
CN210658743U (en) Component for fixing building waterproof material
CN209767088U (en) Prefabricated wallboard reserved electrical pipe joint
JPH0436444Y2 (en)
CN109507243B (en) Device and method for detecting void of subway segment and embedded channel
JP3225339U (en) Crimp terminal
SU1377728A1 (en) Method of determining structural faults in constructions
CN217543241U (en) Soil resistivity test probe
CN108879120A (en) A kind of insulation puncture line clamping of extendable functions
CN212836280U (en) Take assembled grout sleeve of lightning protection downlead function
CN220893709U (en) Tunnel leakage monitoring device
JPH08379U (en) Ground electrode
CN210370718U (en) Expansion type water stop strip for waterproof of on-site built joint
JPH072811Y2 (en) Joint structure
DE10318145B3 (en) Instrument measuring moisture in building materials, especially in screeds, includes embedded probe connected with instrument measuring resistance