JP6236689B2 - Pneumatic permeability measurement device - Google Patents
Pneumatic permeability measurement device Download PDFInfo
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- JP6236689B2 JP6236689B2 JP2013069999A JP2013069999A JP6236689B2 JP 6236689 B2 JP6236689 B2 JP 6236689B2 JP 2013069999 A JP2013069999 A JP 2013069999A JP 2013069999 A JP2013069999 A JP 2013069999A JP 6236689 B2 JP6236689 B2 JP 6236689B2
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Description
本発明は、透水機能と騒音低減の機能を合わせ持つ内部に空隙の有る高機能舗装の機能
性を評価するための空圧式透水性能測定装置及び測定方法に関する。
The present invention relates to a pneumatic permeation performance measuring apparatus and a measuring method for evaluating the functionality of a high-performance pavement having an air gap inside having both a water permeation function and a noise reduction function.
従来から、高機能舗装の透水性を評価するために現場透水試験機が使用されている。 Conventionally, in-situ permeability testing machines have been used to evaluate the permeability of highly functional pavements.
機能性の評価に従来から行われている現場透水試験機は、直径15cmの円形の舗装面におい
て15秒間に透水する水量で評価する方法であるが、水の粘性摩擦の影響が大きく、機能性
の評価としては差が表れにくい測定方法である。
The on-site permeability tester that has been used for the evaluation of functionality is a method that evaluates the amount of water that permeates in a 15-cm-diameter circular pavement surface for 15 seconds. This is a measurement method in which the difference hardly appears.
また、測定する舗装面の各々の箇所において、シール材として粘土やパテなどの防水材を
設置する必要があるため、測定装置のセッティングに要する時間と手間がかかり、広い舗
装面を対象とする場合には不向きである。
Also, since it is necessary to install a waterproofing material such as clay or putty as a sealing material at each location on the pavement surface to be measured, it takes time and labor to set the measuring device, and targets a wide pavement surface Not suitable for.
また、シール材として防水材の粘土やパテなどを用いるため、使用する防水材の量が多く
なると透水面積を少なくすることがあり、また防水材の量が少ないと透水面積を多くする
ことがあるため、舗装面の透水性能は防水材の量に左右されることになる。この防水材の
使用量は、個人差や測定環境によっても異なるため、測定結果にばらつきが生じる原因と
なる。
In addition, since a waterproof material such as clay or putty is used as the sealing material, the water-permeable area may be reduced if the amount of the waterproof material used is large, and the water-permeable area may be increased if the amount of the waterproof material is small. For this reason, the water permeability of the paved surface depends on the amount of the waterproof material. The amount of the waterproof material used varies depending on individual differences and the measurement environment, which causes variations in measurement results.
さらに、シール材としての防水材に粘土やパテなどを用いているため、除去しても粘土や
パテが測定後の舗装面に残り、舗装面の透水性を悪化させるおそれがあるという問題も生
じる。
In addition, since clay or putty is used for the waterproofing material as the sealing material, there is a problem that even if it is removed, the clay or putty may remain on the pavement surface after measurement, which may deteriorate the water permeability of the pavement surface. .
また、現場透水試験は水を使用するため、水を使用する清掃作業における清掃直後の舗装
面の測定はできない。
In addition, since the on-site permeability test uses water, it is not possible to measure the pavement surface immediately after cleaning in a cleaning operation using water.
特許文献1に記載の透水試験装置及び製造方法においては、シール材としての防水材を乾
燥固形化したパテを使用しているため、現場透水試験機の粘土やパテが舗装面に残ってし
まうような問題もなく、防水材の埋設量を調節可能とすることで、試験装置の設置時の安
定性及び透水試験時間の調整が図れるものである。
In the water permeability test apparatus and the manufacturing method described in Patent Document 1, since a putty obtained by drying and solidifying a waterproof material as a sealing material is used, it seems that clay and putty of an on-site water permeability tester remain on the pavement surface. It is possible to adjust the stability and the water permeability test time when the test apparatus is installed by making it possible to adjust the embedment amount of the waterproof material without any problems.
しかしながら前記特許文献1の透水試験装置は、従来方式のように透水量で評価する方法
であるため、水の粘性摩擦の影響が大きく、機能性の評価としては差が表れにくい測定方
法である。また、従来方式と同じに水を使うため、水を使用する清掃作業における清掃直
後の測定はできない。
However, since the water permeation test apparatus of Patent Document 1 is a method that evaluates by the water permeation amount as in the conventional method, it is a measurement method that is greatly affected by the viscous friction of water and that hardly shows a difference in functional evaluation. Moreover, since water is used in the same manner as in the conventional method, measurement immediately after cleaning in a cleaning operation using water cannot be performed.
次に、乾燥固形化したパテの柔軟性がどの程度確保されるかは疑問であり、とくに高機能
舗装の舗装面が凹凸である状況に対する防水性が不足してしまうと、測定結果のばらつき
につながる可能性がある。
Next, it is questionable how flexible the putty that has been dried and solidified will be, especially if the waterproofing performance of the pavement surface of high-performance pavement is not sufficient, the measurement results will vary. There is a possibility of connection.
また特許文献2に記載の舗装面の透気性評価装置及び方法においては、ガスを利用し、そ
の圧送されるガスの圧力と流量とを検出して、透気係数などの透気性の評価をするもので
ある。シール部には、Оリングとグリースを使用するが、そのためガスを準備する必要が
あり、測定後には舗装面にグリースが残ってしまう。同じ場所の再度の測定も困難である
。
Moreover, in the air permeability evaluation apparatus and method of a pavement surface described in Patent Literature 2, the gas is used, and the pressure and flow rate of the pumped gas are detected to evaluate the air permeability such as the air permeability coefficient. Is. An O-ring and grease are used for the seal part. Therefore, it is necessary to prepare gas, and grease remains on the pavement surface after measurement. It is also difficult to measure again at the same location.
また特許文献3に記載の透水性舗装の試験方法と試験装置においては、空気を利用する方
法であるが、装置の構造上ピストン等の自重による負荷変動のための摩擦の影響が大きく
、測定の再現性に問題がある。
Moreover, in the test method and test apparatus of the water-permeable pavement described in Patent Document 3, air is used. However, due to the structure of the apparatus, the influence of friction due to load fluctuation due to the weight of the piston and the like is large, There is a problem with reproducibility.
本発明は、このような点に鑑みてなされたものであり、その目的は上述した従来の問題を
解消するため、舗装面に空気を送り込み、圧力と空気流量を測定することにより、透水性
能の機能性を評価でき、結果として騒音低減性能の評価も判断出来る、空圧式透水性能測
定装置を提供することにある。
The present invention has been made in view of the above points, and its purpose is to solve the conventional problems described above, by sending air to the pavement surface, and measuring the pressure and air flow rate. An object of the present invention is to provide a pneumatic permeation performance measuring apparatus that can evaluate functionality and, as a result, judge noise reduction performance.
空圧式透水性能測定装置であって、ブロワ―、リリーフバルブ、流量計、圧力計、空圧式試験器で構成される各機器が、この順でホースで中継されていると共に、台車の上にすべての機器が配置されており、前記台車により、測定場所近くに、前記空圧式透水性能測定装置を移動させて、前記空圧式試験器のパッキンが測定する地点の舗装面に接するように降ろして設置し、前記ブロワ―により空気を前記舗装内に送り込み、その時の空気の圧力と空気流量を記録することにより舗装面の透水性能を測定することを特徴とする空圧式透水性能測定装置。であるPneumatic permeability measurement device, which consists of a blower, a relief valve, a flow meter, a pressure gauge, and a pneumatic tester. The pneumatic permeable performance measuring device is moved close to the measurement location by the carriage, and the pneumatic tester packing is lowered and installed so as to be in contact with the pavement surface where the measurement is performed. A pneumatic permeation performance measuring apparatus for measuring the water permeation performance of a pavement surface by feeding air into the pavement by the blower and recording the air pressure and air flow rate at that time. Is
本発明の空圧式透水性能測定装置は、台車に装置のすべての機器類を配置できる移動式
のため、測定箇所への移動が容易であり、空圧式試験器のみを舗装面に降ろしたあと、空
気を送り込む簡単な操作により測定できる。実際に行ったフィールドテストでは1箇所1
分程度の時間で測定できるため、広い舗装道路での多くの測定箇所においても、高機能舗
装の機能性を短時間に簡単に測定することが可能となる。
Pneumatic water permeability measuring device of the present invention, the mobile can be placed all the equipment of the device to the base vehicle, it is easy to move to the measurement point, after down only pneumatic tester on pavement It can be measured by a simple operation of sending air. 1 field 1 in actual field test
Since measurement can be performed in minutes, it is possible to easily measure the functionality of high-performance pavement in a short time at many measurement points on a wide paved road.
パッキンには吸水性のない表皮付きポリウレタンフォームを使用しており、水を使用した
清掃作業直後の濡れた舗装面でも測定が可能である。
The packing uses polyurethane foam with no skin absorption and can be measured even on wet pavement surfaces immediately after cleaning using water.
この表皮付きポリウレタンフォームは、気密性と柔軟性をあわせもち、舗装面の凹凸に対
するシール性に優れおり、個人差や測定環境に影響されにくい材料である。この表皮付き
ポリウレタンフォームの変形量は、空圧式試験器を定盤に設置した状態では元の高さに対
し49%に変形し、3kPaの空気を送り込むと59%の変形となる。また、この3kPaの
空気を送り込む場合でも流量は0リットル/minを示していることから、機密性と柔軟性
に優れているといえる。
This polyurethane foam with skin has both airtightness and flexibility, is excellent in sealing performance against unevenness of the paved surface, and is a material that is not easily affected by individual differences or measurement environment. The deformation amount of the polyurethane foam with a skin is 49% of the original height when the pneumatic tester is installed on the surface plate, and 59% when 3 kPa of air is fed. Further, even when this 3 kPa air is fed, the flow rate is 0 liter / min, so it can be said that it is excellent in confidentiality and flexibility.
また、粘土等を使用する方法と比較しても、測定後の舗装面に付着物が無く、清掃作業の
手間も不要である。
Moreover, even if compared with the method using clay etc., there is no deposit on the pavement surface after measurement, and the labor of cleaning work is unnecessary.
従来の測定方法では測定箇所ごとに水や粘土等を消費するため、測定箇所分の水や粘土等
を用意する必要があったが、本測定装置は空気を使用するため、100V電源を供給する
のみである。
In the conventional measurement method, water, clay, etc. are consumed for each measurement location, so it was necessary to prepare water, clay, etc. for the measurement location. However, since this measurement device uses air, 100 V power is supplied. Only.
舗装内に送り込む空気の圧力は、500W程度のブロワーで供給できる1〜3kPaの低
い圧力であり、ガスなどの供給設備等は不要である。
The pressure of the air sent into the pavement is a low pressure of 1 to 3 kPa that can be supplied by a blower of about 500 W, and supply equipment such as gas is unnecessary.
舗装内に空気を送り込むことにより、透水性能にかかわる空隙の通りやすさと、騒音低減
性能にかかわるタイヤ溝と舗装面の間に挟まれた空気の逃げやすさを、圧力と空気流量に
より評価することが可能である。
By sending air into the pavement, evaluate the ease of passage of air gaps related to water permeability and the ease of escape of air sandwiched between tire grooves and pavement surfaces related to noise reduction performance by pressure and air flow rate. Is possible.
以下、本発明の実施例を、図面を参照しながら詳細に説明する。 Hereinafter, embodiments of the present invention will be described in detail with reference to the drawings.
図1は、本発明に係る空圧式透水性能測定装置の全体配置図である。図1において、本発
明の空圧式透水性能測定装置は、ブロワー1、リリーフバルブ2、流量計3、圧力計(マ
ノメータ)4、空圧式試験器5の順で構成され、各機器はホースで中継されており、台
車7の上にすべて配置され、移動式である。
FIG. 1 is an overall layout view of a pneumatic water permeability measuring device according to the present invention. In Figure 1, a pneumatic water permeability measuring device of the present invention, the blower 1, the relief valve 2, the flow meter 3, a pressure gauge (manometer) 4, is composed in the order of pneumatic tester 5, each device in the hose It is relayed, is placed all over the carriage 7 and is mobile.
図3は、本発明に係る空圧式透水性能測定装置の空圧式試験器5である。図3において、
空圧式試験器5は、気密性と柔軟性をあわせもち、吸水性のない表皮付きポリウレタンフ
ォームを使用したパッキン6により、常に安定したシール性を確保している。
FIG. 3 shows a pneumatic tester 5 of the pneumatic water permeability measurement device according to the present invention. In FIG.
The pneumatic tester 5 has both airtightness and flexibility, and the packing 6 using a polyurethane foam with a skin that does not absorb water always ensures a stable sealing performance.
測定作業は、測定場所近くに空圧式透水性能測定装置を移動させ、空圧式試験器5を測定
地点の舗装面に降ろして設置し、ブロワー1の電源を入れる。ブロワー1により昇圧され
た空気は、ホースに導かれリリーフバルブ2、流量計3、圧力計4を経由して空圧式試験
器5から測定場所の舗装内へ送られる。ブロワー1の回転数とリリーフバルブ2で1.5
kPa〜2.5kPaの範囲の圧力に調整し、圧力と空気流量を記録することにより測定
作業を終了する。
In the measurement work, the pneumatic permeation performance measuring device is moved near the measurement location, the pneumatic tester 5 is lowered and installed on the pavement surface of the measurement point, and the blower 1 is turned on. The air pressurized by the blower 1 is guided to a hose and sent from the pneumatic tester 5 into the pavement at the measurement location via the relief valve 2, the flow meter 3 and the pressure gauge 4. The number of revolutions of blower 1 and relief valve 2 is 1.5
The measurement operation is completed by adjusting the pressure in the range of kPa to 2.5 kPa and recording the pressure and the air flow rate.
以上、本発明の実施の形態を説明したが、本発明の範囲は、これに限定されるものでは
なく、本発明の要旨を逸脱しない範囲内において種々変更を加え得ることは勿論である。
Although the embodiment of the present invention has been described above, the scope of the present invention is not limited to this, and it goes without saying that various modifications can be made without departing from the scope of the present invention.
また、本発明は上述の発明を実施するための最良の形態に限らず、本発明の要旨を逸脱
することなく、その他種々構成を取り得ることは勿論である。
Further, the present invention is not limited to the best mode for carrying out the invention described above, and it is needless to say that various other configurations can be taken without departing from the gist of the present invention.
1 ブロワー
2 リリーフバルブ
3 流量計
4 圧力計(マノメータ)
5 空圧式試験器
6 パッキン
7 台車
1 Blower 2 Relief Valve 3 Flowmeter 4 Pressure Gauge (Manometer)
5 Pneumatic tester 6 Packing 7 Dolly
Claims (1)
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP2013069999A JP6236689B2 (en) | 2013-03-28 | 2013-03-28 | Pneumatic permeability measurement device |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP2013069999A JP6236689B2 (en) | 2013-03-28 | 2013-03-28 | Pneumatic permeability measurement device |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JP2014194111A JP2014194111A (en) | 2014-10-09 |
| JP6236689B2 true JP6236689B2 (en) | 2017-11-29 |
Family
ID=51839517
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP2013069999A Active JP6236689B2 (en) | 2013-03-28 | 2013-03-28 | Pneumatic permeability measurement device |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP3070945B2 (en) | 1990-10-30 | 2000-07-31 | 三洋電機株式会社 | Electric vacuum cleaner |
Families Citing this family (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN114324118B (en) * | 2022-01-11 | 2025-03-18 | 中国公路工程咨询集团有限公司 | A device and method for measuring water seepage coefficient of road surface |
| CN118706703B (en) * | 2024-06-12 | 2025-01-21 | 中交一公局集团有限公司 | Road and bridge water seepage detection device |
Family Cites Families (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS5316081A (en) * | 1976-07-30 | 1978-02-14 | Toyo Rubber Chemical Ind Co | Manufacture of plastic foam with skin |
| JPS5539835Y2 (en) * | 1977-05-10 | 1980-09-17 | ||
| JPH0587726A (en) * | 1991-03-08 | 1993-04-06 | Osaka Gas Co Ltd | Device and method for evaluating permeability on paved surface |
| JP2002174588A (en) * | 2000-12-07 | 2002-06-21 | Fukuda Road Construction | Method and apparatus for test of water-permeable pavement |
| JP2002243709A (en) * | 2001-02-21 | 2002-08-28 | Pasuko:Kk | Road surface drainage measurement device and road surface drainage measurement vehicle |
| JP4264721B2 (en) * | 2003-10-02 | 2009-05-20 | 株式会社Ihi | Noise reduction performance testing equipment for drainage pavement |
| JP3802534B2 (en) * | 2004-01-30 | 2006-07-26 | 東エン株式会社 | Method and apparatus for measuring sound absorption coefficient of road pavement |
| JP5423195B2 (en) * | 2009-07-15 | 2014-02-19 | 横浜ゴム株式会社 | Laminated structure of low noise pavement and repair method of low noise pavement |
-
2013
- 2013-03-28 JP JP2013069999A patent/JP6236689B2/en active Active
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP3070945B2 (en) | 1990-10-30 | 2000-07-31 | 三洋電機株式会社 | Electric vacuum cleaner |
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