JPH0611989B2 - Construction controllable civil engineering / construction sheet and construction management method using this sheet - Google Patents

Construction controllable civil engineering / construction sheet and construction management method using this sheet

Info

Publication number
JPH0611989B2
JPH0611989B2 JP62286285A JP28628587A JPH0611989B2 JP H0611989 B2 JPH0611989 B2 JP H0611989B2 JP 62286285 A JP62286285 A JP 62286285A JP 28628587 A JP28628587 A JP 28628587A JP H0611989 B2 JPH0611989 B2 JP H0611989B2
Authority
JP
Japan
Prior art keywords
sheet
construction
civil engineering
electric resistance
resistance value
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
JP62286285A
Other languages
Japanese (ja)
Other versions
JPH01127715A (en
Inventor
克己 小谷
稔 前川
一郎 花森
讓 佐々木
博 荻野
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.)
KURARE KK
OOBAYASHIGUMI KK
Original Assignee
KURARE KK
OOBAYASHIGUMI KK
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 KURARE KK, OOBAYASHIGUMI KK filed Critical KURARE KK
Priority to JP62286285A priority Critical patent/JPH0611989B2/en
Publication of JPH01127715A publication Critical patent/JPH01127715A/en
Publication of JPH0611989B2 publication Critical patent/JPH0611989B2/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

Links

Description

【発明の詳細な説明】 <産業上の利用分野> 本発明は軟弱地盤の表層処理、法面保護、あるいは遮水
工法等に用いられる、いわゆるジオテキスタイル、ジオ
メンブラン用のシートまたは建築用の補強用シートに関
するものであり、主として施工工事中の重機械、車輌等
により、シートに加わる負荷重を電気的に検出し、その
施工管理にきわめて有用な情報の提供を可能とした布帛
状シートを提案するものである。
DETAILED DESCRIPTION OF THE INVENTION <Industrial field of application> The present invention is used for so-called geotextiles, geomembrane sheets, or reinforcements for construction, which are used for surface treatment of soft ground, slope protection, water-blocking construction, etc. Regarding the seat, we propose a cloth-like sheet that can electrically detect the load weight applied to the seat mainly by heavy machinery, vehicles, etc. during the construction work and provide extremely useful information for the construction management. It is a thing.

<従来の技術> 従来、前記の土木用あるいは建築用に用いられている布
帛状シートの施工上の管理技術は、過去の工事の経験お
よび工事中の重機、車輌等の作動状況を観察することに
より、工事責任者がシートに加わる負荷重を推定、工事
が可能か否かを判断する方式であり、いわゆる人間の
“カン”による施工管理を実施しているのが現状であ
る。しかし、この様な方法は工事責任者の“カン”に依
存するため、判断ミスも生じやすく、安全管理上の問題
がある。また逆に安全性において必要以上の配慮しなけ
ればならない場合もあり、このような場合には小型の機
械、車輌しか投入できず、その結果工期をいたずらに延
長するという問題がある。
<Prior art> As for the management technology for the construction of the cloth-like sheet that has been conventionally used for civil engineering or construction, observation of past construction experience and operating conditions of heavy machinery, vehicles, etc. during construction According to this method, the construction manager estimates the load applied to the seat and determines whether or not construction is possible. Currently, the construction management is carried out by the so-called “can” of human beings. However, since such a method depends on the “can” of the person in charge of construction, it is easy to make a mistake in judgment and there is a problem in safety management. On the contrary, in some cases, it is necessary to take extra consideration in safety, and in such a case, only a small machine or vehicle can be put in, and as a result, there is a problem that the construction period is unnecessarily extended.

<発明が解決しようとする問題点> 本発明は、従来の工事責任者の“カン”にたよった施工
管理を解消し、シートに加わる負荷重の計測を可能とす
るものである。
<Problems to be Solved by the Invention> The present invention eliminates the conventional construction management based on the “can” of the construction manager and enables the measurement of the load weight applied to the seat.

<問題点を解決するための手段> 本発明者らは、前記問題点を解消し計測管理を可能とす
るため、製編織された布帛状シートの構成糸の一部とし
て導電糸を打込み、かつこの導電糸が他の本体部破損に
先行して破断あるいは負荷重に共う歪発生量に同調して
導電性が変化するものとし、この導電糸の電気通電性を
計器計測することにより、施工管理が可能となることを
見出し、本発明を完成した。
<Means for Solving Problems> In order to solve the problems and enable measurement management, the present inventors drive conductive yarns as a part of the constituent yarns of the fabric sheet woven and knitted, and It is assumed that this conductive thread changes its conductivity in synchronism with the amount of strain that occurs due to breakage or load weight prior to the damage of other main body parts, and the electrical conductivity of this conductive thread is measured by a meter to perform construction. The present invention has been completed by finding that management becomes possible.

すなわち本発明は、編織布からなる土木・建築用シート
において、電気抵抗値が1Ω/mないし1000KΩ/mで
あり、シートの伸長歪量の変化に伴いその電気抵抗値が
変化する導電性糸がシート内またはシート面上に存在し
ていることを特徴とする施工管理可能土木・建築用シー
ト(以下単にシートと称することがある)である。より
好ましくは編織布を構成している経糸または緯糸の一部
が導電性糸であり、そしてまた導電性糸は伸長歪量の変
化に伴ないその電気抵抗値が変化するものであり、さら
にまたこの糸の伸長破断伸度が他部分の糸のそれに対
し、10%以上、95%以下のものである。またこの糸
は電気絶縁性の樹脂、ゴム等で被覆処理されること、あ
るいはシートの一方向または二方向以上に対し、5cm以
上、3m以下の範囲の間隔に配されてなる構造がより好
ましい。
That is, the present invention relates to a civil engineering / construction sheet made of a woven or woven fabric, which has an electric resistance value of 1 Ω / m to 1000 KΩ / m, and a conductive yarn whose electric resistance value changes with a change in elongation strain of the sheet. It is a construction-controllable civil engineering / construction sheet (hereinafter sometimes simply referred to as a sheet) that is present in or on the sheet surface. More preferably, a part of the warp yarn or the weft yarn constituting the knitted fabric is an electrically conductive yarn, and the electrically conductive yarn has its electric resistance value changed in accordance with the change of the elongation strain amount, and further The elongation at break of this yarn is 10% or more and 95% or less with respect to that of the yarn of the other part. Further, it is more preferable that the yarn is covered with an electrically insulating resin, rubber or the like, or that the yarn is arranged at intervals of 5 cm or more and 3 m or less in one direction or two or more directions of the sheet.

そしてこのような土木・建築用シートを用いる施工管理
方法として、本発明は、編織布からなる土木・建築用シ
ートに負荷重がかかるような工法を用いて施工するにあ
たり、該シートとして、電気抵抗値が1Ω/mないし10
00KΩ/mであり、シートの伸長歪量の変化に伴いその
電気抵抗値が変化する導電性糸がシート内またはシート
面上に存在しているシートを用い、施工中における該導
電性糸の電気抵抗値を観測し、その値が一定値以下とな
るような条件下で施工を行なうことを特徴とする土木・
建築用シートを用いた工法における施工管理方法であ
る。
And, as a construction management method using such a civil engineering / construction sheet, the present invention provides a sheet of electrical resistance as a construction method using a construction method in which a load is applied to the civil engineering / construction sheet made of a woven fabric. Value is 1Ω / m to 10
It is 00 KΩ / m, and the electric resistance of the conductive thread during construction is increased by using a sheet in which the conductive thread whose electric resistance value changes with the change of the elongation strain of the sheet exists inside or on the surface of the sheet. Civil engineering characterized by observing resistance and performing construction under the condition that the value is below a certain value
It is a construction management method in a construction method using a building sheet.

ここで本発明の特徴である電気導電性糸の1m長さ当り
の電気抵抗値を1Ωないし1000KΩの範囲としたのは1
Ω以下の高導電性では伸長歪量変化による抵抗値の変化
が少なすぎ本発明の目的達成に難点が生じるためであ
り、逆に1000KΩ以上では計測上の問題があるためであ
る。
Here, the electric resistance value per 1 m length of the electrically conductive yarn, which is a feature of the present invention, is within the range of 1 Ω to 1000 KΩ.
This is because when the electrical conductivity is Ω or less, the change in the resistance value due to the change in the elongation strain is too small, which causes difficulty in achieving the object of the present invention, and conversely, when 1000 KΩ or more, there is a problem in measurement.

また、その伸長時の破断伸度が他部分の糸のそれに対
し、10%以上95%以下としたのは、10%以下では
応力検出容量が少なすぎ、逆に95%以上では他部分の
破断に先行して導電性糸が破断しない場合が発生し、こ
のためより大きな電気抵抗値の変化が計測されず、管理
上より好ましくないとの理由による。
Further, the breaking elongation at the time of elongation is set to be 10% or more and 95% or less with respect to that of the yarn of the other portion, because the stress detection capacity is too small at 10% or less, and conversely at 95% or more, the other portion breaks. In some cases, the conductive yarn is not broken prior to the above, and therefore a larger change in the electric resistance value cannot be measured, which is not preferable in terms of management.

さらに樹脂、ゴムでの絶縁被覆処理加工が好ましいのは
塩水等の浸透による電気抵抗値の変化を防止するためで
あり、電気導電性糸を5cm以上、3m以下の間隔とした
のは5cm以下ではシート自体の物性を害するためであ
り、3m以上では検出精度が粗になり、目的達成に難が
生じるためである。
Furthermore, the reason why the insulating coating process with resin or rubber is preferable is to prevent the change of the electric resistance value due to the permeation of salt water, etc. This is because the physical properties of the sheet itself are impaired, and when the length is 3 m or more, the detection accuracy becomes rough, and it becomes difficult to achieve the purpose.

なお本発明の特徴である1Ω/mないし1000KΩ/mの
導電性糸素材はとくに制約の必要はなく、例えば有機繊
維、プラスチック・フイルムまたはゴム等への金属メッ
キ、導電性カーボン等の練込みあるいは各種の金属細線
等の単品およびこれらの複合も可能である。また製編性
向上等を目的に、これら導電材料と有機、無機の繊維材
料との複合も本考案の効果を害するものではない。
The conductive thread material of 1 Ω / m to 1000 KΩ / m, which is a feature of the present invention, is not particularly limited, and examples thereof include metal plating on organic fibers, plastic film or rubber, kneading with conductive carbon, or the like. It is possible to use a single item such as various fine metal wires and the like or a combination thereof. In addition, for the purpose of improving the knitting property, the composite of these conductive materials and organic or inorganic fiber materials does not impair the effect of the present invention.

なお本発明で記載の導電性糸とは形態面の制約はなく一
般的な糸コードはもちろんのことテープ状他の形態もす
べて意味する。
The conductive yarn described in the present invention is not limited in terms of form and means not only general yarn cords but also tape-like other forms.

なお本発明において、シートにかかる負荷重に応じて導
電性糸の電気抵抗値が上昇する主たる理由としては、負
荷重がかかるに従って導電性糸を構成している繊維が伸
ばされ、繊維断面積が小さくなり、その結果電気抵抗値
が上昇することが挙げられる。
In the present invention, the main reason why the electric resistance value of the conductive yarn increases in accordance with the load weight applied to the sheet is that the fibers constituting the conductive yarn are stretched as the load weight is applied, and the fiber cross-sectional area is It becomes small, and as a result, the electric resistance value rises.

導電性糸のデニール、導電性糸以外の構成糸の種類、デ
ニール、さらにシートの目付、構造等に関しては、通常
のジオテキスタイル、ジオメンブランに用いられている
のと同じようなものが使用できる。
Regarding the denier of the conductive yarn, the types of constituent yarns other than the conductive yarn, the denier, and the basis weight and structure of the sheet, those similar to those used for ordinary geotextiles and geomembranes can be used.

第1図は本発明の施工管理可能土木建築用シートの一例
の平面図で、経緯の二方向に導電糸4を打込んだもので
ある。第2図は本発明のシートを構成している導電性糸
の一例の断面図であり、導電性糸5の表面を絶縁樹脂6
が覆っている。
FIG. 1 is a plan view of an example of a construction-controllable civil engineering and construction sheet according to the present invention, in which conductive yarns 4 are driven in two directions, that is, the longitudinal direction. FIG. 2 is a cross-sectional view of an example of the conductive yarn that constitutes the sheet of the present invention.
Is covered.

以下に実施例により本発明を説明する。The present invention will be described below with reference to examples.

実施例1 500デニールのポリエステル・フィラメント糸をメイ
ン糸とし、導電性糸には20℃における電気抵抗値が1.
2KΩ/mの金属細線と金属メッキ処理有機繊維の30
0デニール糸を用い、かつその表面をポリエステル樹脂
で被覆し、900デニールとした。
Example 1 The main yarn was 500 denier polyester filament yarn, and the conductive yarn had an electric resistance value of 1.
2KΩ / m thin metal wire and metal plated organic fiber 30
900 denier was obtained by using 0 denier yarn and coating the surface thereof with a polyester resin.

この両者を使用し、経および緯方向の打込密度各々25
本/吋の模紗織基布を作製した。なお、この際の導電性
糸は経方向のみに対し、1本/20cmの密度とした。
Using both of these, the driving density in the warp and weft directions is 25 each
A book / inch sack cloth was prepared. In this case, the conductive yarn had a density of 1/20 cm only in the warp direction.

この基布を用いて、応力〜歪量の自動記録タイプの引張
試験機と電気抵抗測定器を連動させ応力と電気抵抗値の
関係を測定した。
Using this base cloth, a stress-strain amount automatic recording type tensile tester and an electric resistance measuring device were interlocked to measure the relationship between the stress and the electric resistance value.

この測定結果を第3図に示すが、この関係より実用時に
本考案の導電性糸の電気抵抗を測定することにより、シ
ートに負荷されている応力の検出が可能であることが判
る。
The measurement results are shown in FIG. 3. From this relationship, it can be seen that the stress applied to the sheet can be detected by measuring the electric resistance of the conductive yarn of the present invention in practical use.

このシートを軟弱地盤の表層処理に用い、電気抵抗値を
監視することにより、シートにかかる負荷重を確実に把
握管理することができた。
By using this sheet for the surface treatment of soft ground and monitoring the electrical resistance value, the load applied to the sheet could be grasped and managed reliably.

<発明の効果> 本発明の土木・建築用シートを用い、その電気抵抗値を
監視することにより、シートにかかる荷重を正確に把握
することができ、過荷重による事故ならびにそのような
事故が発生することを恐れるあまり工事の非能率化・長
期化が生じるという問題点を解消することができる。
<Effects of the Invention> By using the civil engineering and construction sheet of the present invention and monitoring the electric resistance value thereof, the load applied to the sheet can be accurately grasped, and an accident due to overload and such an accident occur. It is possible to solve the problem that construction becomes inefficient and lengthened due to fear of doing so.

特に本発明のシートは、水分を多く含む軟弱地盤の表層
処理、すなわち軟弱地盤の上にシートを敷き、その上に
土を乗せて軟弱地盤の表層固めおよび水分除去するのに
用いられるシート、いわゆる軟弱地盤表層処理用シート
に適している。
In particular, the sheet of the present invention is a surface treatment of a soft soil containing a large amount of water, that is, a sheet is laid on a soft soil, and a sheet used to remove soil on the soil by placing soil thereon, so-called. Suitable for soft ground surface treatment sheet.

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

第1図は本発明のシートの一例の平面図であり、図中、
1は経糸、2は緯糸、3は通常糸、4は導電性糸を示
す。 第2図は本発明のシートを構成している導電性糸の一例
の断面図であり、図中、5は導電性糸、6は絶縁被覆層
を示す。 第3図は、本発明シートの引張強力と電気抵抗値の関係
を示す。
FIG. 1 is a plan view of an example of the sheet of the present invention.
1 is a warp yarn, 2 is a weft yarn, 3 is a normal yarn, and 4 is a conductive yarn. FIG. 2 is a cross-sectional view of an example of the conductive yarn that constitutes the sheet of the present invention. In the figure, 5 is a conductive yarn and 6 is an insulating coating layer. FIG. 3 shows the relationship between the tensile strength and the electric resistance value of the inventive sheet.

───────────────────────────────────────────────────── フロントページの続き (72)発明者 花森 一郎 東京都中央区日本橋3丁目8番2号 株式 会社クラレ内 (72)発明者 佐々木 讓 東京都中央区日本橋3丁目8番2号 株式 会社クラレ内 (72)発明者 荻野 博 東京都中央区日本橋3丁目8番2号 株式 会社クラレ内 ─────────────────────────────────────────────────── ─── Continued Front Page (72) Inventor Ichiro Hanamori 3-8-2 Nihonbashi, Chuo-ku, Tokyo Kuraray Co., Ltd. (72) Inventor Satoshi Sasaki 3-8-2 Nihonbashi, Chuo-ku, Tokyo Kuraray Co., Ltd. (72) Inventor Hiroshi Ogino 3-8-2 Nihonbashi, Chuo-ku, Tokyo Within Kuraray Co., Ltd.

Claims (6)

【特許請求の範囲】[Claims] 【請求項1】編織布からなる土木・建築用シートにおい
て、電気抵抗値が1Ω/mないし1000KΩ/mであり、
シートの伸長歪量の変化に伴いその電気抵抗値が変化す
る導電性糸がシート内またはシート面上に存在している
ことを特徴とする施工管理可能土木・建築用シート。
1. A civil engineering / construction sheet made of a woven or woven fabric having an electric resistance value of 1 Ω / m to 1000 KΩ / m,
A construction-controllable civil engineering / construction sheet, characterized in that a conductive thread whose electric resistance value changes according to a change in elongation strain of the sheet is present inside or on the sheet surface.
【請求項2】経糸または緯糸の一部が導電性糸である特
許請求の範囲第1項記載の土木・建築用シート。
2. The civil / construction sheet according to claim 1, wherein a part of the warp or the weft is a conductive yarn.
【請求項3】導電性糸の伸長破断歪量が、シートを構成
する他の糸の伸長破断歪量の10〜95%である特許請
求の範囲第1、2項のいずれかに記載の土木・建築用シ
ート。
3. The civil engineering work according to claim 1, wherein the conductive yarn has an elongation at break strain amount of 10 to 95% of the amount of elongation at break strain of other yarns constituting the sheet.・ Sheet for construction.
【請求項4】導電性糸が電気絶縁性の樹脂またはゴムで
被覆されてなる特許請求の範囲第1〜3項のいずれかに
記載の土木・建築用シート。
4. The civil / construction sheet according to any one of claims 1 to 3, wherein the conductive thread is covered with an electrically insulating resin or rubber.
【請求項5】導電性糸がシートの一方向または二方向以
上に対し、5cm以上ないし3m以下の範囲の間隔でほぼ
当間隔で存在しているる特許請求の範囲第1〜4項のい
ずれかに記載の土木・建築用シート。
5. A conductive yarn according to any one of claims 1 to 4, wherein the conductive yarns are present at substantially equal intervals in a range of 5 cm or more and 3 m or less with respect to one direction or two or more directions of the sheet. Civil and construction sheet described in crab.
【請求項6】編織布からなる土木・建築用シートに負荷
重がかかるような工法を用いて施工するにあたり、該シ
ートとして、電気抵抗値が1Ω/mないし1000KΩ/m
であり、シートの伸長歪量の変化に伴いその電気抵抗値
が変化する導電性糸がシート内またはシート面上に存在
しているシートを用い、施工中における該導電性糸の電
気抵抗値を観測し、その値が一定値以下となるような条
件下で施工を行なうことを特徴とする土木・建築用シー
トを用いた工法における施工管理方法。
6. When the civil engineering / construction sheet made of woven or woven fabric is constructed using a construction method in which a load is applied, the sheet has an electric resistance value of 1 Ω / m to 1000 KΩ / m.
That is, using a sheet in which the conductive yarn whose electric resistance value changes along with the change in the elongation strain amount of the sheet is present in the sheet or on the sheet surface, the electric resistance value of the conductive yarn during construction is A construction management method in a construction method using a civil engineering and construction sheet, which is characterized by observing and performing construction under a condition where the value is below a certain value.
JP62286285A 1987-11-11 1987-11-11 Construction controllable civil engineering / construction sheet and construction management method using this sheet Expired - Lifetime JPH0611989B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP62286285A JPH0611989B2 (en) 1987-11-11 1987-11-11 Construction controllable civil engineering / construction sheet and construction management method using this sheet

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP62286285A JPH0611989B2 (en) 1987-11-11 1987-11-11 Construction controllable civil engineering / construction sheet and construction management method using this sheet

Publications (2)

Publication Number Publication Date
JPH01127715A JPH01127715A (en) 1989-05-19
JPH0611989B2 true JPH0611989B2 (en) 1994-02-16

Family

ID=17702393

Family Applications (1)

Application Number Title Priority Date Filing Date
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Country Status (1)

Country Link
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* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH08113934A (en) * 1994-08-26 1996-05-07 Maeda Kousen Kk Underwater composing sheet
JP2008115643A (en) * 2006-11-07 2008-05-22 Maeda Kosen Co Ltd Geotextile/geogrid with distortion detecting function, and distortion detecting system
EP2661159B1 (en) 2010-12-27 2019-09-11 Kuraray Co., Ltd. Circuit board and method of manufacturing same
CN108317948A (en) * 2018-01-30 2018-07-24 山东大学 Resistance value alertness grid foundation displacement tests system and method
JP7403122B2 (en) * 2019-12-04 2023-12-22 住江織物株式会社 concrete curing sheet

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