JPH04258402A - Executing method of thickness-measurable pavement facility and measuring method of thickness of pavement of pavement facility - Google Patents
Executing method of thickness-measurable pavement facility and measuring method of thickness of pavement of pavement facilityInfo
- Publication number
- JPH04258402A JPH04258402A JP4081891A JP4081891A JPH04258402A JP H04258402 A JPH04258402 A JP H04258402A JP 4081891 A JP4081891 A JP 4081891A JP 4081891 A JP4081891 A JP 4081891A JP H04258402 A JPH04258402 A JP H04258402A
- Authority
- JP
- Japan
- Prior art keywords
- pavement
- thickness
- facility
- layer
- concrete
- 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.)
- Granted
Links
- 238000000034 method Methods 0.000 title claims abstract description 19
- XEEYBQQBJWHFJM-UHFFFAOYSA-N Iron Chemical compound [Fe] XEEYBQQBJWHFJM-UHFFFAOYSA-N 0.000 claims abstract description 16
- 239000004567 concrete Substances 0.000 claims abstract description 11
- XAGFODPZIPBFFR-UHFFFAOYSA-N aluminium Chemical compound [Al] XAGFODPZIPBFFR-UHFFFAOYSA-N 0.000 claims abstract description 10
- 239000004568 cement Substances 0.000 claims abstract description 7
- 238000010276 construction Methods 0.000 claims abstract description 7
- 239000010426 asphalt Substances 0.000 claims description 7
- 239000000463 material Substances 0.000 claims description 3
- 238000005507 spraying Methods 0.000 claims description 2
- 239000011384 asphalt concrete Substances 0.000 abstract description 4
- 239000000126 substance Substances 0.000 abstract description 4
- 239000010410 layer Substances 0.000 description 25
- 239000000839 emulsion Substances 0.000 description 3
- 229910052742 iron Inorganic materials 0.000 description 3
- 229910052782 aluminium Inorganic materials 0.000 description 2
- 238000005553 drilling Methods 0.000 description 2
- 230000000694 effects Effects 0.000 description 2
- 239000002344 surface layer Substances 0.000 description 2
- 235000008733 Citrus aurantifolia Nutrition 0.000 description 1
- 235000011941 Tilia x europaea Nutrition 0.000 description 1
- 239000000853 adhesive Substances 0.000 description 1
- 230000001070 adhesive effect Effects 0.000 description 1
- 239000006185 dispersion Substances 0.000 description 1
- 239000004571 lime Substances 0.000 description 1
- 238000005259 measurement Methods 0.000 description 1
- 239000000843 powder Substances 0.000 description 1
- 239000007921 spray Substances 0.000 description 1
Abstract
Description
【0001】0001
【産業上の利用分野】この発明は、道路等の舗装施設を
構築するに際して断面方向に形成される層の厚さを、こ
の舗装施設を破壊することなく測定することができるよ
うにした厚さ測定可能舗装施設の施工方法及び舗装施設
の舗装厚測定方法に関するものである。[Industrial Application Field] This invention is a method for measuring the thickness of a layer formed in the cross-sectional direction when constructing a paving facility such as a road without destroying the paving facility. The present invention relates to a method for constructing a measurable pavement facility and a method for measuring the pavement thickness of a pavement facility.
【0002】0002
【従来の技術及びその問題点】舗装道路に代表される舗
装施設にあっては、この舗装が各層において設計通りの
厚さを確保して舗装されているか否かを確認することが
必要である。このため従来一般に行われていた方法は、
舗設作業が終了した後、舗装面から下方に及ぶコアを切
除したり又は路盤に孔を穿設して、このコア又は孔に表
示されている各層の厚さを測定するという方法であった
。[Prior art and its problems] In paving facilities such as paved roads, it is necessary to confirm whether the pavement is paved with the designed thickness in each layer. . For this reason, the commonly used method is
After the paving work was completed, the cores extending below the pavement surface were cut out or holes were drilled in the roadbed, and the thickness of each layer indicated in the cores or holes was measured.
【0003】しかしこのようにコアを採取したり孔を穿
設するという方法によると、コアを採取したり孔を穿設
するための時間を要したり煩雑性が伴うのみならず、コ
アを採取したり孔を穿設することは舗装施設の一部を破
壊することを意味し、その結果舗装施設の強度低下を招
来するという問題を有していたのである。[0003] However, this method of collecting cores and drilling holes not only takes time and is complicated to collect cores and drill holes; Drilling a hole or hole means destroying a part of the paving facility, which has the problem of causing a decrease in the strength of the paving facility.
【0004】0004
【問題点を解決するための手段】そこでこの発明に係る
厚さ測定可能舗装施設の施工方法及び舗装施設の舗装厚
測定方法は前記の問題点を解決するために、舗装施設の
断面方向に形成される各層のうち、舗装厚の測定をする
必要がある層の下面境界面に、この舗装施設の施工過程
で、鉄粉又はアルミニウム粉末等、アスファルトコンク
リート又はセメントコンクリートと誘電率の異なる物質
を散布し、その直上層を施工した後、電磁波を放射し、
その反射によって層厚を測定することによって、この舗
装施設を破壊することなく測定することができるように
したものである。[Means for Solving the Problems] Therefore, in order to solve the above-mentioned problems, the method for constructing a pavement facility whose thickness can be measured and the method for measuring the pavement thickness of a pavement facility according to the present invention are designed to solve the above-mentioned problems. During the construction process of this pavement facility, a substance with a dielectric constant different from asphalt concrete or cement concrete, such as iron powder or aluminum powder, is sprayed on the lower boundary surface of the layer whose pavement thickness needs to be measured. Then, after constructing the layer directly above it, it emits electromagnetic waves,
By measuring the layer thickness based on the reflection, it is possible to measure the layer thickness without destroying the paving facility.
【0005】[0005]
【実施例】次にこの発明に係る厚さ測定可能舗装施設の
施工方法及び舗装施設の舗装厚測定方法の一実施例を述
べるが、ここでは道路を例にとって説明することにする
。道路の舗装には、アスファルト舗装とセメントコンク
リート舗装の2種類があり、前者は例えば路床、下層路
盤、上層路盤、基層及び表層の順で施工、構築されてお
り、後者は例えば路床、下層路盤、上層路盤及びコンク
リート版の順で施工、構築されている。したがって、い
ずれの舗装においても断面方向に複数の層が形成されて
いることになる。[Embodiment] Next, an embodiment of a method for constructing a paving facility whose thickness can be measured and a method for measuring the pavement thickness of a paving facility according to the present invention will be described, taking a road as an example. There are two types of road pavement: asphalt pavement and cement concrete pavement.The former is constructed and constructed in the order of, for example, the subgrade, lower subgrade, upper subbase, base layer, and surface layer, while the latter is constructed in the order of the subgrade, subbase, upper subbase, base layer, and surface layer. The construction is carried out in the following order: roadbed, upper roadbed and concrete slab. Therefore, in any pavement, a plurality of layers are formed in the cross-sectional direction.
【0006】そこでこれら道路の舗設にあっては、上記
各層が設計値通りの厚さを有しているか否かを確認する
必要があるが、各層の施工に際しては、まさに施工しよ
うとしている層の下面に、すなわちこれを換言すると、
すでに舗設施工が終了した層の上面に、前記アスファル
トコンクリート又はセメントコンクリートと異なる誘電
率を有する物質を該層の施工前に散布するのである。[0006] When paving these roads, it is necessary to check whether each of the above-mentioned layers has the thickness as designed. On the bottom surface, in other words,
A substance having a dielectric constant different from that of the asphalt concrete or cement concrete is sprayed on the upper surface of the layer that has already been paved before the layer is constructed.
【0007】前記誘電率の異なる物質としては、例えば
鉄又はアルミニウム等があり、この鉄又はアルミニウム
の粉末を単独で、又は従来から前記各層の境界面に散布
しているアスファルト乳剤、石灰溶液、アスファルト系
の接着剤又はアスファルトシート状のものと混合した状
態で、散布する。Examples of the substances having different dielectric constants include iron or aluminum, and iron or aluminum powder is used alone or in asphalt emulsions, lime solutions, and asphalt in which powders of iron or aluminum are conventionally sprinkled on the interfaces of the respective layers. Spray it mixed with a type of adhesive or asphalt sheet.
【0008】そしてこの散布が終了した後にその直上の
層を施工し、その施工が終了した時点で電磁波を舗設面
に放射する。放射された電磁波は層内部に浸透し、前記
鉄粉又はアルミニウム粉末に達すると反射され、これを
もってこの層の厚さを測定するのである。[0008] After this dispersion is completed, a layer immediately above it is constructed, and when the construction is completed, electromagnetic waves are radiated onto the paving surface. The emitted electromagnetic waves penetrate into the layer, and when they reach the iron powder or aluminum powder, they are reflected, and this is used to measure the thickness of this layer.
【0009】ここに用いる電磁波を放射する装置として
は、レーダがあるが、その具体例としては、例えば日本
無線株式会社製の商品名「RCレーダ JEJ−60
A」がある。[0009] The device for emitting electromagnetic waves used here is a radar, and a specific example thereof is, for example, the product name ``RC Radar JEJ-60'' manufactured by Japan Radio Co., Ltd.
There is "A".
【0010】以上の測定は、施工途中において、下層か
ら順に行うのであるが、各層に前記鉄粉又はアルミニウ
ム粉末が存在しても、放射された電磁波は、常に最上層
のものにのみ反射することになるために、各層の厚さを
常に確実に測定することができるのである。[0010] The above measurements are performed in order from the bottom layer during construction, but even if the iron powder or aluminum powder is present in each layer, the emitted electromagnetic waves are always reflected only to the top layer. Because of this, the thickness of each layer can always be measured reliably.
【0011】<実験例>本発明者が行った実験例を示す
と下記のとおりである。尚、ここに用いたレーダは前記
のものである。また層の厚さについては、5cmとした
。<Experimental Examples> Experimental examples conducted by the present inventor are as follows. Note that the radar used here is the one described above. Moreover, the thickness of the layer was set to 5 cm.
【0012】1,鉄粉のみを散布した場合散布量
0〜0.6kg/m2 測定不可能0.7〜1
.0kg/m2 測定可能ではあるが測定値が
一定しない
1.1kg/m2 以上 良好に測定可
能2,アスファルト乳剤に対して鉄粉を混入したものを
散布した場合(以下の数値は、0.4リットル/m2
のアスファルト乳剤に対する鉄粉の混入量)0〜1.6
kg/リットル 測定不可能1.7〜2.5kg/リ
ットル 測定可能ではあるが測定値が一定しない
2.6kg/リットル以上 良好に測定可能
1. When only iron powder is sprayed, the amount of spraying is 0 to 0.6 kg/m2, unmeasurable 0.7 to 1
.. 0kg/m2 Measurable but the measured value is not constant 1.1kg/m2 or more Measurable well 2. When iron powder mixed with asphalt emulsion is sprayed (the following values are 0.4 liters) /m2
(Amount of iron powder mixed into asphalt emulsion) 0 to 1.6
kg/liter Unmeasurable 1.7 to 2.5 kg/liter Measurable, but the measured value is inconsistent 2.6 kg/liter or more Can be measured well
【0013】[0013]
【発明の効果】前記のようにこの発明に係る厚さ測定可
能舗装施設の施工方法及び舗装施設の舗装厚測定方法に
よれば、舗装施設の断面方向に形成される各層のうち、
舗装厚の測定をする必要がある層の下面境界面に、この
舗装施設の施工過程で、鉄粉又はアルミニウム粉末等、
アスファルトコンクリート又はセメントコンクリートと
誘電率の異なる物質を散布し、その直上層を施工した後
、電磁波を放射し、その反射によって層厚を測定するの
で、舗装施設を破壊することなく、容易かつ正確に測定
することができるという効果を有するのである。Effects of the Invention As described above, according to the method for constructing a pavement facility whose thickness can be measured and the method for measuring the pavement thickness of a pavement facility according to the present invention, among the layers formed in the cross-sectional direction of the pavement facility,
During the construction process of this pavement facility, iron powder or aluminum powder, etc.
After spreading a material with a dielectric constant different from asphalt concrete or cement concrete and constructing a layer directly above it, electromagnetic waves are emitted and the layer thickness is measured by the reflection, so it is easy and accurate to do so without destroying the paving facility. This has the effect of being measurable.
Claims (2)
のうち、舗装厚の測定をする必要がある層の下面境界面
に、この舗装施設の施工過程で、鉄粉又はアルミニウム
粉末等、アスファルトコンクリート又はセメントコンク
リートと誘電率の異なる物質を散布することを特徴とす
る厚さ測定可能舗装施設の施工方法。Claim 1: Among the layers formed in the cross-sectional direction of the pavement facility, iron powder, aluminum powder, etc. A method for constructing a pavement facility whose thickness can be measured, characterized by spraying a material having a dielectric constant different from that of concrete or cement concrete.
のうち、舗装厚の測定をする必要がある層の下面境界面
に、この舗装施設の施工過程で、鉄粉又はアルミニウム
粉末等、アスファルトコンクリート又はセメントコンク
リートと誘電率の異なる物質を散布し、その直上層を施
工した後、電磁波を放射し、その反射によって層厚を測
定することを特徴とする舗装施設の舗装厚測定方法。Claim 2: Among the layers formed in the cross-sectional direction of the pavement facility, asphalt such as iron powder or aluminum powder is applied to the lower boundary surface of the layer whose pavement thickness needs to be measured during the construction process of the pavement facility. A method for measuring pavement thickness of paving facilities, which comprises: spreading a material having a dielectric constant different from that of concrete or cement concrete; constructing a layer directly above the concrete; emitting electromagnetic waves; and measuring the layer thickness by reflecting the electromagnetic waves.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP4081891A JP2932009B2 (en) | 1991-02-14 | 1991-02-14 | Construction method of pavement facility capable of measuring thickness |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP4081891A JP2932009B2 (en) | 1991-02-14 | 1991-02-14 | Construction method of pavement facility capable of measuring thickness |
Publications (2)
Publication Number | Publication Date |
---|---|
JPH04258402A true JPH04258402A (en) | 1992-09-14 |
JP2932009B2 JP2932009B2 (en) | 1999-08-09 |
Family
ID=12591240
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP4081891A Expired - Lifetime JP2932009B2 (en) | 1991-02-14 | 1991-02-14 | Construction method of pavement facility capable of measuring thickness |
Country Status (1)
Country | Link |
---|---|
JP (1) | JP2932009B2 (en) |
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN102505623A (en) * | 2011-11-15 | 2012-06-20 | 山东大学 | Permeability-based ultrasonic verification method of asphalt pavement preventative maintenance opportunity |
CN104631292A (en) * | 2014-12-17 | 2015-05-20 | 山西省交通科学研究院 | Roadbed rebound modulus testing method based on double-rear-axle inspection car |
-
1991
- 1991-02-14 JP JP4081891A patent/JP2932009B2/en not_active Expired - Lifetime
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN102505623A (en) * | 2011-11-15 | 2012-06-20 | 山东大学 | Permeability-based ultrasonic verification method of asphalt pavement preventative maintenance opportunity |
CN104631292A (en) * | 2014-12-17 | 2015-05-20 | 山西省交通科学研究院 | Roadbed rebound modulus testing method based on double-rear-axle inspection car |
Also Published As
Publication number | Publication date |
---|---|
JP2932009B2 (en) | 1999-08-09 |
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