JPH06158675A - Rubber composition for mounting on paved surface and manhole cover cushioning material - Google Patents

Rubber composition for mounting on paved surface and manhole cover cushioning material

Info

Publication number
JPH06158675A
JPH06158675A JP4335300A JP33530092A JPH06158675A JP H06158675 A JPH06158675 A JP H06158675A JP 4335300 A JP4335300 A JP 4335300A JP 33530092 A JP33530092 A JP 33530092A JP H06158675 A JPH06158675 A JP H06158675A
Authority
JP
Japan
Prior art keywords
weight
parts
cushioning material
general
base material
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
Application number
JP4335300A
Other languages
Japanese (ja)
Other versions
JP3073112B2 (en
Inventor
Yuichi Ozaki
裕一 尾崎
Hiroshi Watanabe
博 渡辺
Tsutomu Mishina
勉 三品
Naoteru Fukushi
直輝 福士
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.)
Nippon Telegraph and Telephone Corp
Fujikura Composites Inc
Original Assignee
Fujikura Rubber Ltd
Nippon Telegraph and Telephone Corp
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 Fujikura Rubber Ltd, Nippon Telegraph and Telephone Corp filed Critical Fujikura Rubber Ltd
Priority to JP04335300A priority Critical patent/JP3073112B2/en
Publication of JPH06158675A publication Critical patent/JPH06158675A/en
Application granted granted Critical
Publication of JP3073112B2 publication Critical patent/JP3073112B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

Links

Landscapes

  • Underground Structures, Protecting, Testing And Restoring Foundations (AREA)
  • Compositions Of Macromolecular Compounds (AREA)
  • Road Paving Structures (AREA)

Abstract

PURPOSE:To reduce the difference in wear rate between members by specifying the composition of a rubber composition for mounting on a paved surface and that of an annular cushioning material in covering the upper surface of a cover with the rubber composition and providing the annular cushioning material around it. CONSTITUTION:An embedded manhole cover 1 is covered at its upper surface with a rubber composition 4 for mounting on a paved surface and with an annular manhole cover cushioning material 5 and is embedded while its upper surface is flush with a road surface. The rubber composition 4 and the cushioning material 5 are both composed of 100 parts by weight of general-purpose rubber or a mixture of general-purpose rubber and thermoplastic resin, 70 to 300 parts by weight of soft carbon and 30 to 300 parts by weight of white filling agent. when necessary 5 to 25 parts by weight of black substitute and 0 to 20 parts by weight of cork powder are added thereto. A display portion of characters, etc., made from a material with a wear rate equivalent to that of the cushioning material 5 is embedded in the cushioning material 5 in such a manner as to pass through the material in the direction of thickness. Formation of a gap due to the difference in wear and flowing properties between them can thus be prevented and the loss of the display portion due to wear can be prevented.

Description

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

【0001】[0001]

【発明の産業上利用分野】本発明は舗装面設置用ゴム組
成物およびそのゴム組成物を使用したマンホール蓋用緩
衝材に関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a rubber composition for installing on a pavement surface and a cushioning material for a manhole cover using the rubber composition.

【0002】[0002]

【従来技術】舗道などの舗装面下にケーブル、管などを
敷設する場合、修理などの必要性よりマンホールを設け
ることが行われている。
2. Description of the Related Art When laying cables, pipes, etc. under a pavement surface such as a pavement, a manhole is often provided because of necessity of repair or the like.

【0003】このようなマンホールには金属製の蓋が設
けられ、自動車、歩行者などの通行に邪魔にならないよ
うにしてある。このとき、図5に示すように前記マンホ
ール用蓋1は、マンホール2内に設置された受枠3に舗
装面4とマンホール用蓋1の上面11が同一面になるよ
うに載置したものであった。
Such a manhole is provided with a metal lid so as not to obstruct the passage of cars, pedestrians and the like. At this time, as shown in FIG. 5, the manhole cover 1 is mounted on the receiving frame 3 installed in the manhole 2 so that the pavement surface 4 and the upper surface 11 of the manhole cover 1 are flush with each other. It was

【0004】[0004]

【発明が解決する問題点】このため下記の問題点があっ
た。
Therefore, there are the following problems.

【0005】(1)舗装面と蓋の摩耗度が異なるため、舗
装面部分42が先に摩耗し、蓋1と舗面4に段差を生じ
る。
(1) Since the pavement surface and the lid have different degrees of wear, the pavement surface portion 42 wears first, resulting in a step between the lid 1 and the pavement surface 4.

【0006】(2)舗装面とマンホールの夏場のフロー性
の相違により、両者の境界に段差が生じる。
(2) Due to the difference in flowability between the pavement surface and the manhole in the summer, a step is generated at the boundary between the two.

【0007】(3)自動車などが通過するときに振動の発
生及び蓋1と受枠3との衝突による金属音が発生する。
(3) When a vehicle or the like passes by, vibration is generated and a metallic noise is generated due to the collision between the lid 1 and the receiving frame 3.

【0008】(4)前記蓋1の振動により蓋の周辺部の舗
装面41が破損される恐れがある。
(4) Vibration of the lid 1 may damage the pavement surface 41 around the lid.

【0009】(5)積雪量の多い地方においては、除雪車
の刃先が前記金属製の蓋1や受枠3にあたって、損傷す
る恐れがある。
(5) In a region with a large amount of snow, the cutting edge of the snow remover may be damaged by the metal lid 1 or the receiving frame 3.

【0010】このため舗装面の高さに合わせ蓋の高さ調
整をしばしば行う必要がある。
For this reason, it is often necessary to adjust the height of the lid according to the height of the paved surface.

【0011】上記の問題点は、マンホールの蓋が舗装面
に露出していることから発生するものであり、本出願人
は前記マンホールの蓋を舗装面中に埋設する施工方法を
発明した。図1は前記施工方法を実施したときの断面図
であるが、この図より明らかなように、受枠3は舗装面
4の水平面より下方に(深く)形成されており、前記マ
ンホール用蓋1はこの受枠3に載置されている。このマ
ンホール用蓋1の上部にはリング状のゴム製緩衝材5が
載置され、この緩衝材5のリング内部が舗装された構造
になっている。
The above problems are caused by the fact that the manhole cover is exposed on the pavement surface, and the applicant of the present invention invented a construction method in which the manhole cover is embedded in the pavement surface. FIG. 1 is a cross-sectional view when the construction method is carried out. As is clear from this figure, the receiving frame 3 is formed (deeply) below the horizontal plane of the pavement surface 4, and the manhole cover 1 is It is placed on the receiving frame 3. A ring-shaped rubber cushioning material 5 is placed on the upper portion of the manhole cover 1, and the inside of the ring of the cushioning material 5 is paved.

【0012】なお、この緩衝材5は、路面4に埋没した
マンホール2の位置を示すためのものである。
The cushioning material 5 is for indicating the position of the manhole 2 buried in the road surface 4.

【0013】上述のような施工方法を採用することによ
り図2に施工後の舗装面の斜視図を示すように、蓋1は
舗装面4に露出しておらず、自動車がマンホールの上を
通過しても、振動の発生及び蓋と受枠との衝突による金
属音が発生したり、周辺部の舗装面を破損する恐れがな
くなる。また除雪車の作業中に刃先を損傷する恐れもな
くなるという利点がある。
By adopting the above-mentioned construction method, as shown in the perspective view of the pavement surface after construction in FIG. 2, the lid 1 is not exposed on the pavement surface 4 and the car passes over the manhole. Even if it does, there is no risk of vibration, metal noise caused by the collision between the lid and the receiving frame, and damage to the pavement surface in the peripheral portion. Further, there is an advantage that there is no fear of damaging the cutting edge during the operation of the snow plow.

【0014】しかしながら、前記舗装面4と緩衝材5と
の摩耗度が異なるため、舗装面と緩衝材との摩耗度の差
により、段差を生じることは避けがたいという欠点があ
る。
However, since the paved surface 4 and the cushioning material 5 have different degrees of wear, it is inevitable that a step difference is unavoidable due to the difference in the degree of wear between the paved surface and the cushioning material.

【0015】[0015]

【発明の目的】本発明は上述の問題点に鑑みなされたも
のであり、前記舗装面と緩衝材との摩耗度の差を極小に
抑制することにより、摩耗により発生する段差の発生を
防止したゴム組成物および前記ゴム組成物を使用した緩
衝材を提供することを目的とする。
SUMMARY OF THE INVENTION The present invention has been made in view of the above problems, and by suppressing the difference in the degree of wear between the paved surface and the cushioning material to a minimum, the occurrence of a step caused by wear is prevented. It is an object to provide a rubber composition and a cushioning material using the rubber composition.

【0016】[0016]

【問題点を解決するための手段】上記目的を達成するた
め、本発明による舗装面設置用ゴム組成物は、汎用ゴム
基材または汎用ゴム基材と熱可塑性樹脂の混合物100
重量部に対し、ソフトカーボン70〜300重量部、白
色充填剤30〜300重量部添加したことを特徴として
いる。
In order to achieve the above object, a rubber composition for paving a surface according to the present invention comprises a general-purpose rubber base material or a mixture of a general-purpose rubber base material and a thermoplastic resin 100.
70 to 300 parts by weight of soft carbon and 30 to 300 parts by weight of white filler are added to the parts by weight.

【0017】また、本発明による第二の舗装面設置用ゴ
ム組成物は、汎用ゴム基材または汎用ゴム基材と熱可塑
性樹脂の混合物100重量部に対し、ソフトカーボン7
0〜300重量部、白色充填剤30〜300重量部添加
すると共に、さらに黒サブ5〜25重量部およびコルク
粉末0〜20重量部添加したことを特徴とする。
The second rubber composition for paving a surface according to the present invention contains 7 parts by weight of soft carbon based on 100 parts by weight of a general-purpose rubber base material or a mixture of a general-purpose rubber base material and a thermoplastic resin.
It is characterized in that 0 to 300 parts by weight, 30 to 300 parts by weight of white filler are added, and further 5 to 25 parts by weight of black sub and 0 to 20 parts by weight of cork powder are added.

【0018】本発明は、また上記組成物を使用したマン
ホール蓋用緩衝材を提供するものであり、汎用ゴム基材
または汎用ゴム基材と熱可塑性樹脂の混合物100重量
部に対し、ソフトカーボン70〜300重量部、白色充
填剤30〜300重量部添加したリング状マンホール蓋
用緩衝材本体に、前記本体と同一またはほぼ同じの摩耗
度を有し、かつ所定の文字または模様またはこれらの組
み合わせを厚さ方向に貫通して形成した表示部を埋設し
たことを特徴とするものである。
The present invention also provides a cushioning material for a manhole cover using the above composition, wherein soft carbon 70 is added to 100 parts by weight of a general-purpose rubber base material or a mixture of a general-purpose rubber base material and a thermoplastic resin. ˜300 parts by weight and a white filler 30 to 300 parts by weight are added to a ring-shaped manhole cover cushioning material main body, which has the same or almost the same degree of wear as the main body and has a predetermined character or pattern or a combination thereof. It is characterized in that a display portion formed so as to penetrate therethrough in the thickness direction is embedded.

【0019】本発明による第二のマンホール蓋用緩衝材
は、汎用ゴム基材または汎用ゴム基材と熱可塑性樹脂の
混合物100重量部に対し、ソフトカーボン70〜30
0重量部、白色充填剤30〜300重量部添加すると共
に、さらに黒サブ5〜25重量部およびコルク粉末0〜
20重量部添加したリング状マンホール蓋用緩衝材本体
に、前記本体と同一またはほぼ同じの摩耗度を有し、か
つ所定の文字または模様またはこれらの組み合わせを厚
さ方向に貫通して形成した表示部を埋設したことを特徴
とする。
The second manhole cover cushioning material according to the present invention contains 70 to 30 parts of soft carbon based on 100 parts by weight of a general-purpose rubber base material or a mixture of a general-purpose rubber base material and a thermoplastic resin.
0 parts by weight, 30 to 300 parts by weight of white filler are added, and further 5 to 25 parts by weight of black sub and cork powder 0 to
Indication that the buffer material for the ring-shaped manhole lid added with 20 parts by weight has the same or substantially the same degree of wear as the above-mentioned main body, and has a predetermined character or pattern or a combination thereof penetrating in the thickness direction. It is characterized in that the part is buried.

【0020】[0020]

【発明の具体的説明】本発明による舗装面設置用ゴム組
成物は、舗装面とほぼ同一または近似した摩耗度を有す
ることが必要になる。この要求を達成するため、本発明
による舗装面設置用ゴム組成物に使用する基材となるゴ
ムには摩耗調整材が添加されている。
DETAILED DESCRIPTION OF THE INVENTION The rubber composition for paving the surface according to the present invention is required to have a degree of wear which is substantially the same as or close to that of the paving surface. In order to achieve this requirement, a rubber as a base material used in the rubber composition for paving the surface according to the present invention is added with a wear modifier.

【0021】前記基材となるゴムは、本発明において基
本的に限定されるものではなく、イソプレンゴム、クロ
ロプレンゴム、ニトリルゴム、天然ゴムなど汎用ゴム一
般が有効に使用できる。
The rubber as the base material is not basically limited in the present invention, and general purpose rubbers such as isoprene rubber, chloroprene rubber, nitrile rubber and natural rubber can be effectively used.

【0022】この汎用ゴム基材と混合される熱可塑性樹
脂としては、エチレン−酢酸ビニルコーポリマー、ポリ
ウレタン樹脂、エチレンブテン系ポリマー、スチレン樹
脂、クロロスルホン化ポリエチレン、エチレンプロピレ
ンポリマーなど軟化温度が100℃以下の熱可塑性樹脂
を使用することができる。
As the thermoplastic resin mixed with this general-purpose rubber base material, ethylene-vinyl acetate copolymer, polyurethane resin, ethylene butene polymer, styrene resin, chlorosulfonated polyethylene, ethylene propylene polymer, etc., having a softening temperature of 100 ° C. The following thermoplastic resins can be used.

【0023】上述の熱可塑性樹脂の軟化点は100℃以
下であるが、100℃を越えると、道路上の温度と車荷
重による舗装面と一定になることが望めない。
The above-mentioned thermoplastic resin has a softening point of 100 ° C. or lower, but if it exceeds 100 ° C., it cannot be expected that the pavement surface will be constant due to the temperature on the road and the vehicle load.

【0024】また、上述の熱可塑性樹脂は汎用ゴム基材
と混合するとき、混合物全体を100とするとき0〜9
0重量%の割合で添加される。90重量%を越えると、
道路上の温度と車荷重により熱可塑性樹脂としての特性
のため変形し蓋の開閉などメンテナンスの問題が生じ
る。
When the above-mentioned thermoplastic resin is mixed with a general-purpose rubber base material, 0-9 when the whole mixture is 100.
It is added in a proportion of 0% by weight. If it exceeds 90% by weight,
Due to the characteristics of the thermoplastic resin due to the temperature on the road and the vehicle load, it deforms and causes maintenance problems such as opening and closing the lid.

【0025】このような汎用ゴム基材または汎用ゴム基
材と熱可塑性樹脂の混合物に添加される摩耗調整材とし
ては、ソフトカーボンおよび白色充填剤を使用してい
る。
Soft carbon and a white filler are used as wear modifiers added to such a general-purpose rubber base material or a mixture of a general-purpose rubber base material and a thermoplastic resin.

【0026】ソフトカーボンは、ハードカーボンに対し
て粒子径が大きく、約40mμ〜210mμの範囲に粒
子径があり、ハードカーボンがゴムの補強材として使用
されるのに対して、ソフトカーボンは充填材として一般
に使用されている。本発明におけるソフトカーボンは、
前述の汎用ゴム基材または汎用ゴム基材と熱可塑性樹脂
の混合物の摩耗を大きくするために添加され、その添加
量は汎用ゴム基材または汎用ゴム基材と熱可塑性樹脂の
混合物100重量部に対し、70〜300重量部であ
る。70重量部未満であると、摩耗調整効果がなく、一
方300重量部を越えると、ゴム特性が著しく悪化し、
使用できなくなる恐れを生じるからである。
Soft carbon has a larger particle size than hard carbon and has a particle size in the range of about 40 mμ to 210 mμ, whereas hard carbon is used as a reinforcing material for rubber, whereas soft carbon is a filler. Is commonly used as. The soft carbon in the present invention is
It is added to increase the wear of the above-mentioned general-purpose rubber base material or a mixture of a general-purpose rubber base material and a thermoplastic resin, and the addition amount is 100 parts by weight of a general-purpose rubber base material or a mixture of a general-purpose rubber base material and a thermoplastic resin. On the other hand, it is 70 to 300 parts by weight. If it is less than 70 parts by weight, the effect of adjusting wear is not obtained, while if it exceeds 300 parts by weight, rubber properties are significantly deteriorated.
This is because there is a risk that it will become unusable.

【0027】このようなソフトカーボンとしては、たと
えばファーストエクストリュディングF(FEF)、ハ
イモジュラスF(HMF)、ジェネラルパーポーズF
(GPF)、セミラインフォルシング(SRF)、ファ
インサーマル(FT)、メディアムサーマル(Mt)な
どの一種以上を使用できる。
As such soft carbon, for example, first extruding F (FEF), high modulus F (HMF), general purpose F
(GPF), semi-line forcing (SRF), fine thermal (FT), medium thermal (Mt), etc. can be used.

【0028】このソフトカーボン粉末の粒径は、好まし
くは30〜200mμであるのがよい。30mμ未満で
あると、ゴム基材の摩耗が小さく、舗装面との摩耗度が
大きく相違する恐れがあり、一方200mμを越える
と、ゴム基材の特性が損なわれると共に、摩耗度が大き
くなりすぎる恐れがある。
The particle size of this soft carbon powder is preferably 30 to 200 mμ. If it is less than 30 mμ, the abrasion of the rubber base material is small, and the degree of abrasion with the pavement surface may be significantly different. On the other hand, if it exceeds 200 mμ, the characteristics of the rubber substrate are impaired and the abrasion degree becomes too large. There is a fear.

【0029】このソフトカーボン粉末と組み合わされる
白色充填剤粉末は、前記ソフトカーボン粉末を補完する
ために添加される。その添加量は汎用ゴム基材または汎
用ゴム基材と熱可塑性樹脂の混合物100重量部に対
し、30〜300重量部である。30重量部未満である
と、摩耗調整効果がなく、一方300重量部を越える
と、ゴム特性が著しく悪化し、使用できなくなる恐れを
生じるからである。一般にソフトカーボン粉末の添加量
が多い場合には、白色充填剤粉末の添加量は少なくな
り、ソフトカーボン粉末の添加量が少ないときには白色
充填剤粉末の添加量は多くなる傾向があり、白色充填剤
は補強性を有しないので、粒径の違いによる摩耗性は変
わらない。
The white filler powder combined with the soft carbon powder is added to complement the soft carbon powder. The addition amount is 30 to 300 parts by weight with respect to 100 parts by weight of a general-purpose rubber base material or a mixture of a general-purpose rubber base material and a thermoplastic resin. If it is less than 30 parts by weight, the effect of adjusting the wear is not obtained, while if it exceeds 300 parts by weight, the rubber properties are remarkably deteriorated and there is a fear that it cannot be used. Generally, when the addition amount of the soft carbon powder is large, the addition amount of the white filler powder is small, and when the addition amount of the soft carbon powder is small, the addition amount of the white filler powder tends to be large. Has no reinforcing property, the wear property does not change due to the difference in particle size.

【0030】白色充填剤としては、炭酸カルシウム、タ
ルク、クレー、ケイ藻土、硫酸バリウムなどの一種以上
を使用できる。
As the white filler, one or more of calcium carbonate, talc, clay, diatomaceous earth, barium sulfate and the like can be used.

【0031】白色充填剤は補強性を有しないため粒径の
違いによって摩耗性は変わらない。
Since the white filler has no reinforcing property, the wear resistance does not change depending on the difference in particle size.

【0032】上述のような舗装面設置用ゴム組成物に対
し、さらに黒サブ5〜25重量部およびコルク粉末0〜
20重量部添加することができる。
With respect to the rubber composition for paving the surface as described above, 5 to 25 parts by weight of black sub and 0 to cork powder are further added.
20 parts by weight can be added.

【0033】上記黒サブおよびコルク粉末は汎用ゴム基
材または汎用ゴム基材と熱可塑性樹脂の混合物を摩耗し
やすくするために添加され、黒サブの添加量は、5〜2
5重量部である。5重量部未満であると、添加効果がな
く、一方25重量部を越えると、ゴム基材の摩耗が大き
くなる傾向がある。
The black slab and cork powder are added in order to make the general-purpose rubber base material or the mixture of the general-purpose rubber base material and the thermoplastic resin easy to wear.
5 parts by weight. If it is less than 5 parts by weight, the effect of addition is not obtained, while if it exceeds 25 parts by weight, abrasion of the rubber base material tends to increase.

【0034】またコルク粉末の添加量は、0〜20重量
部である。20重量部を越えると、ゴムの特性が著しく
落ち、また摩耗も大きくなる。
The amount of cork powder added is 0 to 20 parts by weight. If it exceeds 20 parts by weight, the properties of the rubber will be significantly deteriorated and the abrasion will be increased.

【0035】さらに、コルク粉末の粒径は0.1〜0.
3mmであるのがよい。0.1mm未満であると、摩耗
が大きくならず舗装面との摩耗度が相違する恐れがあ
り、一方0.3mmを越えると、ゴムの特性が著しく落
ちる。
Further, the particle size of the cork powder is 0.1 to 0.
It is good that it is 3 mm. If it is less than 0.1 mm, the abrasion may not be so large that the degree of abrasion with the pavement surface may be different. On the other hand, if it exceeds 0.3 mm, the rubber properties are remarkably deteriorated.

【0036】上述の摩耗調整剤の粒径は、一般に使用さ
れている粒径に比較して大きい。これは摩耗度を舗装面
と同様に調整するためである。
The particle size of the above-mentioned wear modifier is large as compared with the commonly used particle size. This is to adjust the degree of wear in the same manner as the paved surface.

【0037】本発明による舗装面設置用ゴム組成物は、
マンホール用緩衝材材料として説明しているが、これに
限定されるものではなく、舗装面に埋設して使用するよ
うなゴム部品用の材料として広く使用できるのは明らか
である。
The rubber composition for paving the surface according to the present invention comprises
Although it has been described as a cushioning material for manholes, it is not limited to this, and it is obvious that it can be widely used as a material for a rubber component such as being embedded in a pavement surface.

【0038】本発明は上記ゴム組成物を使用したマンホ
ール用緩衝材も開示するものであり、図2および図3に
示すように、上述のようなゴム組成物によって製造され
たリング状マンホール用緩衝材本体51に所定の文字、
模様またはこれらの組み合わせ(以下、標章という)よ
りなる、例えば社章などが形成された表示部52を設け
てなるものである。
The present invention also discloses a manhole cushioning material using the above rubber composition. As shown in FIGS. 2 and 3, a ring-shaped manhole cushioning material produced from the rubber composition as described above. Predetermined characters on the material body 51,
The display unit 52 is provided with a pattern or a combination thereof (hereinafter, referred to as a mark), for example, a company emblem or the like.

【0039】この表示部52は図4に図3のA−A断面
図を示すように、文字、模様又はこれらの組み合わせを
表現するための標章部521と表示部本体522からな
り、前記標章部521は表示部52の厚さ方向全体に貫
通して形成されており、一方表示部本体522はテーパ
状断面を有している。
As shown in FIG. 4 which is a sectional view taken along the line AA of FIG. 4, the display section 52 comprises a mark section 521 for expressing characters, patterns or a combination thereof, and a display section main body 522. The chapter portion 521 is formed so as to penetrate through the entire thickness direction of the display portion 52, while the display portion main body 522 has a tapered cross section.

【0040】このような表示部52は、緩衝材本体51
の厚さ方向に貫通して形成された取付け穴511に嵌め
合わされ、相互に接着されている。この場合、テーパの
漸減するほうが緩衝材本体51の表(舗装面に露出する
側)になるように形成する。
The display portion 52 as described above is provided in the cushioning material main body 51.
Are fitted into the mounting holes 511 formed through in the thickness direction thereof and adhered to each other. In this case, the taper is formed so that the taper gradually decreases to the surface (the side exposed on the pavement surface) of the cushioning material main body 51.

【0041】上述のように、舗装面に露出する側がテー
パの漸減した面とすることにより、前記表示部52は舗
装面方向には抜脱しにくくなるという利点を生じる。
As described above, by making the side exposed on the pavement surface a taper taper, there is an advantage that it is difficult for the display portion 52 to be pulled out in the direction of the pavement surface.

【0042】このような表示部52は、前記マンホール
の所有者あるいは管理者を示すマークなどを表示するた
めに使用される。このためこの表示部52に表示された
社章などの標章は摩耗などによって消失しないことが要
求される。上記事実を勘案し、本発明においては、前記
標章部521を前記表示部52の厚さ全体に貫通して形
成している。従って、緩衝材本体51および表示部52
が徐々に摩耗しても、緩衝材本体51および表示部52
が摩耗して全部失われないかぎり、標章が消失する恐れ
がない。
The display unit 52 is used to display a mark indicating the owner or manager of the manhole. Therefore, it is required that the mark such as the company emblem displayed on the display unit 52 does not disappear due to wear or the like. In consideration of the above facts, in the present invention, the mark portion 521 is formed so as to penetrate the entire thickness of the display portion 52. Therefore, the cushioning material main body 51 and the display unit 52
Even if the wear gradually increases, the cushioning material main body 51 and the display unit 52
There is no danger of the mark disappearing unless it is worn and lost.

【0043】このような表示部52は、緩衝材本体51
と同一又はほぼ同一に摩耗していくことが必要である。
このため、前記緩衝材本体と同一ほぼ同一の摩耗どの材
料を使用して製造する。例えば緩衝材と顔料を変化させ
たのみの同一又は類似のゴム組成物を使用し、二色成形
などの方法により製造することができる。
The display portion 52 as described above is provided with the cushioning material main body 51.
It is necessary to wear the same or almost the same.
Therefore, the cushioning material body is manufactured by using the same wear material as that of the cushioning material body. For example, the same or similar rubber composition in which only the cushioning material and the pigment are changed can be used, and the rubber composition can be produced by a method such as two-color molding.

【0044】[0044]

【実施例1】下記の組成による舗装面設置用ゴム組成物
を使用し、マンホール蓋用緩衝材を製造した。
Example 1 A cushioning material for a manhole cover was produced using a rubber composition for paving a surface having the following composition.

【0045】 組成1 クロロプレンゴム 100重量部 ソフトカーボン 210重量部 (平均粒径90mμ) 炭酸カルシウム 30重量部Composition 1 Chloroprene rubber 100 parts by weight Soft carbon 210 parts by weight (average particle size 90 mμ) Calcium carbonate 30 parts by weight

【0046】 組成2 クロロプレンゴム 100重量部 ソフトカーボン 210重量部 (平均粒径90mμ) 炭酸カルシウム 30重量部 黒サブ 25重量部Composition 2 Chloroprene rubber 100 parts by weight Soft carbon 210 parts by weight (average particle size 90 mμ) Calcium carbonate 30 parts by weight Black sub 25 parts by weight

【0047】 組成3 クロロプレンゴム 100重量部 ソフトカーボン 70重量部 (平均粒径90mμ) 炭酸カルシウム 300重量部 黒サブ 25重量部 コルク粉末 20重量部 (平均粒径0.10〜0.30mm)Composition 3 Chloroprene rubber 100 parts by weight Soft carbon 70 parts by weight (average particle size 90 mμ) Calcium carbonate 300 parts by weight Black sub 25 parts by weight Cork powder 20 parts by weight (average particle size 0.10 to 0.30 mm)

【0048】上記組成1、組成2、組成3を使用し、マ
ンホール蓋用緩衝材を製造した。なお表示部の表示部本
体はそれぞれ組成1、組成2、組成3と同一のゴム組成
物を使用し、標章部は前記組成物のそれぞれの顔料を変
化させたものを使用した。
A cushioning material for a manhole cover was manufactured by using the above composition 1, composition 2 and composition 3. The main body of the display part of the display part was the same rubber composition as the composition 1, the composition 2 and the composition 3, and the mark part was the composition in which the pigment of each of the compositions was changed.

【0049】上記組成1、組成2、組成3の緩衝材およ
び密粒度アスコン(舗装面)上を、20kgの荷重のス
パイクホイールで1000回走行させて摩耗度を測定し
た。なお、試験は乾燥状態で、温度は−10℃の条件で
行なった。
Abrasion degree was measured by running 1000 times with a spike wheel having a load of 20 kg on the cushioning material of composition 1, composition 2 and composition 3 and dense-grained ascon (pavement surface). The test was carried out in a dry state and at a temperature of -10 ° C.

【0050】この結果、組成1、組成2、組成3のの摩
耗量はそれぞれ1.01cm2、1.10cm2、1.3
5cm2であり、一方アスコンの摩耗量は0.70〜
1.30cm2であった。
As a result, the wear amounts of Composition 1, Composition 2 and Composition 3 were 1.01 cm 2 , 1.10 cm 2 and 1.3, respectively.
5 cm 2 , while the wear amount of Ascon is 0.70
It was 1.30 cm 2 .

【0051】[0051]

【実施例2】下記の組成による舗装面設置用ゴム組成物
を使用し、サンプルを製造した。
Example 2 A sample was manufactured using a rubber composition for paving a surface according to the following composition.

【0052】 組成4 クロロプレンゴム 50重量部 熱可塑性樹脂 50重量部 (エチレン酢酸コポリマー) ソフトカーボン 100重量部 (平均粒径90mμ) 炭酸カルシウム 50重量部Composition 4 Chloroprene rubber 50 parts by weight Thermoplastic resin 50 parts by weight (ethylene acetic acid copolymer) Soft carbon 100 parts by weight (average particle size 90 mμ) Calcium carbonate 50 parts by weight

【0053】サンプルとして大きさ300mm×300
mm×50mm(厚さ)を作成し、温度60℃、時間2
時間で流動性の指標である動的安定度を測定したところ
10500回/mmであった。
As a sample, size 300 mm × 300
Create mm x 50 mm (thickness), temperature 60 ℃, time 2
When the dynamic stability, which is an index of fluidity, was measured with time, it was 10500 times / mm.

【0054】また、摩耗輪として自動車のタイヤを想定
してウレタンゴムを使用し、テーパ摩耗試験を行なっ
た。
Further, assuming a tire of an automobile as a wear wheel, urethane rubber was used and a taper wear test was conducted.

【0055】結果を下記の表1に示す。The results are shown in Table 1 below.

【0056】[0056]

【表1】 [Table 1]

【0057】[0057]

【発明の効果】本発明による舗装面設置用ゴム組成物に
よれば、舗装面とほぼ同様の摩耗度およびフロー性であ
るため、前記ゴム組成物によって製造されたゴム部品を
埋設した場合でも、摩耗およびフロー性の相違による段
差を生じることがないという利点がある。
EFFECTS OF THE INVENTION The rubber composition for paving the surface according to the present invention has almost the same degree of wear and flowability as the paving surface, and therefore, even when the rubber part manufactured by the rubber composition is embedded, There is an advantage that a step due to difference in wear and flowability is not generated.

【0058】また、本発明によるマンホール蓋用緩衝材
によれば、所定の文字または模様またはこれらの組み合
わせを厚さ方向に貫通して形成した表示部を埋設してあ
るので、前記マンホールの所有者、管理者などの標章が
摩耗により消失しないという利点がある。
Further, according to the manhole cover cushioning material of the present invention, since the display portion formed by penetrating a predetermined character or pattern or a combination thereof in the thickness direction is embedded, the manhole owner There is an advantage that the marks of managers, etc. do not disappear due to wear.

【0059】[0059]

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

【図1】 マンホール蓋用緩衝材の使用状態を示した断
面図。
FIG. 1 is a cross-sectional view showing a usage state of a cushioning material for a manhole cover.

【図2】 上記マンホールの施工後の斜視図。FIG. 2 is a perspective view of the manhole after construction.

【図3】 本発明のマンホール蓋用緩衝材の一部正面
図。
FIG. 3 is a partial front view of a cushioning material for a manhole cover of the present invention.

【図4】 前記図3のA−A断面図。4 is a sectional view taken along line AA of FIG.

【図5】 従来のマンホールの施工状態の断面図であ
る。
FIG. 5 is a cross-sectional view of a conventional manhole installation state.

【符号の説明】[Explanation of symbols]

1 マンホール蓋 2 マンホール 3 受枠 4 舗装面 5 マンホール蓋用緩衝材 51 緩衝材本体 52 表示部 1 Manhole Cover 2 Manhole 3 Receiving Frame 4 Pavement Surface 5 Manhole Cover Cushioning Material 51 Cushioning Material Main Body 52 Display

フロントページの続き (72)発明者 三品 勉 東京都千代田区内幸町1丁目1番6号 日 本電信電話株式会社内 (72)発明者 福士 直輝 東京都千代田区内幸町1丁目1番6号 日 本電信電話株式会社内Front page continued (72) Inventor Tsutomu Sanshin 1-1-6 Uchisaiwaicho, Chiyoda-ku, Tokyo Nihon Telegraph and Telephone Corporation (72) Naoki Fukushi 1-1-6 Uchisaiwaicho, Chiyoda-ku, Tokyo Nihon Telegraph Phone Co., Ltd.

Claims (4)

【特許請求の範囲】[Claims] 【請求項1】 汎用ゴム基材または汎用ゴム基材と熱可
塑性樹脂の混合物100重量部に対し、ソフトカーボン
70〜300重量部、白色充填剤30〜300重量部添
加したことを特徴とする舗装面設置用ゴム組成物。
1. A pavement characterized by adding 70 to 300 parts by weight of soft carbon and 30 to 300 parts by weight of a white filler to 100 parts by weight of a general-purpose rubber base material or a mixture of a general-purpose rubber base material and a thermoplastic resin. Rubber composition for surface installation.
【請求項2】 汎用ゴム基材または汎用ゴム基材と熱可
塑性樹脂の混合物100重量部に対し、ソフトカーボン
70〜300重量部、白色充填剤30〜300重量部添
加すると共に、さらに黒サブ5〜25重量部およびコル
ク粉末0〜20重量部添加したことを特徴とする舗装面
設置用ゴム組成物。
2. 70 to 300 parts by weight of soft carbon and 30 to 300 parts by weight of white filler are added to 100 parts by weight of a general-purpose rubber base material or a mixture of a general-purpose rubber base material and a thermoplastic resin, and a black sub 5 is further added. -25 parts by weight and 0 to 20 parts by weight of cork powder are added.
【請求項3】 汎用ゴム基材または汎用ゴム基材と熱可
塑性樹脂の混合物100重量部に対し、ソフトカーボン
70〜300重量部、白色充填剤30〜300重量部添
加したリング状マンホール蓋用緩衝材本体に、前記本体
と同一またはほぼ同じの摩耗度を有し、かつ所定の文字
または模様またはこれらの組み合わせを厚さ方向に貫通
して形成した表示部を埋設したことを特徴とするマンホ
ール蓋用緩衝材。
3. A cushion for a ring-shaped manhole lid, wherein 70 to 300 parts by weight of soft carbon and 30 to 300 parts by weight of a white filler are added to 100 parts by weight of a general-purpose rubber base material or a mixture of a general-purpose rubber base material and a thermoplastic resin. A manhole cover having a material body having the same or substantially the same degree of wear as the body and having a display portion formed by penetrating a predetermined character or pattern or a combination thereof in the thickness direction. Cushioning material.
【請求項4】 汎用ゴム基材または汎用ゴム基材と熱可
塑性樹脂の混合物100重量部に対し、ソフトカーボン
70〜300重量部、白色充填剤30〜300重量部添
加すると共に、さらに黒サブ5〜25重量部およびコル
ク粉末0〜20重量部添加したリング状マンホール蓋用
緩衝材本体に、前記本体と同一またはほぼ同じの摩耗度
を有し、かつ所定の文字または模様またはこれらの組み
合わせを厚さ方向に貫通して形成した表示部を埋設した
ことを特徴とするマンホール蓋用緩衝材。
4. To 100 parts by weight of a general-purpose rubber base material or a mixture of a general-purpose rubber base material and a thermoplastic resin, 70 to 300 parts by weight of soft carbon and 30 to 300 parts by weight of a white filler are added, and a black sub 5 is further added. .About.25 parts by weight and 0 to 20 parts by weight of cork powder are added to the main body of the cushioning material for the ring-shaped manhole lid, which has the same or almost the same degree of wear as the main body and has a predetermined character or pattern or a combination thereof. A cushioning material for a manhole lid, characterized in that a display portion formed so as to penetrate in the vertical direction is embedded.
JP04335300A 1992-11-20 1992-11-20 Rubber composition for pavement surface installation and cushioning material for manhole cover Expired - Fee Related JP3073112B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP04335300A JP3073112B2 (en) 1992-11-20 1992-11-20 Rubber composition for pavement surface installation and cushioning material for manhole cover

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP04335300A JP3073112B2 (en) 1992-11-20 1992-11-20 Rubber composition for pavement surface installation and cushioning material for manhole cover

Publications (2)

Publication Number Publication Date
JPH06158675A true JPH06158675A (en) 1994-06-07
JP3073112B2 JP3073112B2 (en) 2000-08-07

Family

ID=18286982

Family Applications (1)

Application Number Title Priority Date Filing Date
JP04335300A Expired - Fee Related JP3073112B2 (en) 1992-11-20 1992-11-20 Rubber composition for pavement surface installation and cushioning material for manhole cover

Country Status (1)

Country Link
JP (1) JP3073112B2 (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US6702723B2 (en) * 1999-07-28 2004-03-09 Hampton Fitness Products, Ltd. Weightlifting plate

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN100519645C (en) * 2007-10-21 2009-07-29 邸云龙 Environmental protection well cover and its preparation method

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US6702723B2 (en) * 1999-07-28 2004-03-09 Hampton Fitness Products, Ltd. Weightlifting plate

Also Published As

Publication number Publication date
JP3073112B2 (en) 2000-08-07

Similar Documents

Publication Publication Date Title
US8118517B2 (en) Manhole cover device
DE60236090D1 (en) IEDRIGER SPECIFIC SURFACE
CN101113638B (en) Floor covering
KR101104054B1 (en) Low noise paving mixture to improve the aggregate gradation
JP3196038B2 (en) Road pavement method
KR102472250B1 (en) Grooving structure of pavement
JPH06158675A (en) Rubber composition for mounting on paved surface and manhole cover cushioning material
CN110799381A (en) Haul truck body and method for manufacturing a haul truck body
WO2000024969A1 (en) Surface covering intended to be used on marking coverings for roads, parking areas and the like
EP0538723B1 (en) Tire with dual cap tread
JP3021801B2 (en) Pneumatic tire
US20020098038A1 (en) Replaceable, reusable insert that protects vehicular traffic from recessed roadway structures
AU2003206152B2 (en) Tire having tread structure for improving static discharging property
US20180290497A1 (en) Vehicle tire
JP4594658B2 (en) Rubber composition for tire and pneumatic tire using the same
CN211713556U (en) Energy-concerving and environment-protective cement regeneration asphalt concrete pavement structure
US8136562B2 (en) Tire bead insulation
JP2008267067A (en) Elastic paving material
JPH06248609A (en) Reinforcement of asphalt pavement
US20220259102A1 (en) Conglomerate for making road pavements,compound for making the conglomerate and related production method
JP4630013B2 (en) Rubber composition for tire and pneumatic tire using the same
CN205369080U (en) Luminous type can roll railway spike
JP2002019654A (en) Rubber crawler
JP2005272602A (en) Rubber composition for tire and pneumatic tire using the rubber composition
JPH0689182B2 (en) Rubber composition with improved cut resistance and chipping resistance

Legal Events

Date Code Title Description
A01 Written decision to grant a patent or to grant a registration (utility model)

Free format text: JAPANESE INTERMEDIATE CODE: A01

Effective date: 20000516

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

FPAY Renewal fee payment (event date is renewal date of database)

Free format text: PAYMENT UNTIL: 20090602

Year of fee payment: 9

FPAY Renewal fee payment (event date is renewal date of database)

Free format text: PAYMENT UNTIL: 20100602

Year of fee payment: 10

LAPS Cancellation because of no payment of annual fees