JPS5972325A - Pavement work for surrounding of manhole - Google Patents

Pavement work for surrounding of manhole

Info

Publication number
JPS5972325A
JPS5972325A JP57181754A JP18175482A JPS5972325A JP S5972325 A JPS5972325 A JP S5972325A JP 57181754 A JP57181754 A JP 57181754A JP 18175482 A JP18175482 A JP 18175482A JP S5972325 A JPS5972325 A JP S5972325A
Authority
JP
Japan
Prior art keywords
manhole
pavement
paving
around
cutting
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
JP57181754A
Other languages
Japanese (ja)
Other versions
JPS6133938B2 (en
Inventor
Shinichi Tsubakimori
信一 椿森
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.)
Individual
Original Assignee
Individual
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 Individual filed Critical Individual
Priority to JP57181754A priority Critical patent/JPS5972325A/en
Publication of JPS5972325A publication Critical patent/JPS5972325A/en
Publication of JPS6133938B2 publication Critical patent/JPS6133938B2/ja
Granted legal-status Critical Current

Links

Classifications

    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D29/00Independent underground or underwater structures; Retaining walls
    • E02D29/12Manhole shafts; Other inspection or access chambers; Accessories therefor

Landscapes

  • Engineering & Computer Science (AREA)
  • Environmental & Geological Engineering (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • General Life Sciences & Earth Sciences (AREA)
  • Mining & Mineral Resources (AREA)
  • Paleontology (AREA)
  • Civil Engineering (AREA)
  • General Engineering & Computer Science (AREA)
  • Structural Engineering (AREA)
  • Road Repair (AREA)
  • Underground Structures, Protecting, Testing And Restoring Foundations (AREA)

Abstract

PURPOSE:To prevent noise and vibration accompanying the crushing of pavement slab by a method in which the paved road around a manhole is cut into a circular form, and the manhole and the pavement slab adhered to the manhole are removed out together. CONSTITUTION:Tips of both legs of an inversed V-shaped part 4 are coupled with hooks provided to the manhole cover 2 on the paved road 1, the screw shaft 5 is clamped with the cnetral part of the manhole cover 2 from the crossing portions of the both legs, and the part 4 is fixed to the cover 2. A rotary arm 6 is rotatably attached to the screw shaft 5, and the base 8 of a road cutter vehicle 7 is connected to the other end of the arm 6. When the road cutter vehicle 7 is run, a circular cutting 24 is performed by a disc blade 11, and after the cutting, the manhole and pavement slab adhered to the manhole are integrally removed out, and new manhole is set and fixed.

Description

【発明の詳細な説明】 本発明は、マンホールの調整を伴なうマンホール周囲の
舗装工法に関する。
DETAILED DESCRIPTION OF THE INVENTION The present invention relates to a method of paving around a manhole that involves adjustment of the manhole.

マンホール周囲の舗装工法については、従来より、マン
ホール周囲の舗装路面の四角形切断、切断した舗装版の
破砕および取外し、マンホールの取外し、マンホール据
付基礎の調整、マンポールの据イ」け、およびアスファ
ルト舗装の施工、その他これらに付随する工程からなる
工法が広く採用されている。しかしながら、このような
舗装工法には、(a)四角形切断後の舗装版を、その舗
装版やマンホールが路面内に存在する状態で破砕するた
め沿道環境への騒音や振動が激しく、これらの対策に多
大の時間と費用を要する、(b)舗装路面を四角形に切
断するため角部に交差状の余切りが発生し、舗装の施工
に際してその余切り部分の溝を十分に充填することが困
難であると共に補修あとの美観や強度に悪影響を及ぼす
、(C)円形のマンホールの周囲に四角形の補修を行う
ため補修あとに違和感や異質感か残る、(d)舗装材を
敷設した被転用個所の形状が円弧部や角部を含み、しか
もこれを矩形の振動転[E板によって転圧するため被転
「E個所の広さを十分にとらないと所定の転圧効果が得
られず、これは補修面積の拡大につながると共に作業量
や舗装利便用量の増加、補修あとの路面の美観や強度の
低下などを招く、(e)アスファル) ff+1装の施
工であるため、強度不足で雑ψの繁茂を許したりマンホ
ールの支持や保饅が十分に得られず、またアスファルト
の流動現象により凹凸が生したり余盛りのために段差が
生じ易く、ひいては交通事故の大きな原因になる、など
多くの問題があった。
Conventional methods for paving around manholes include cutting the pavement around the manhole into squares, crushing and removing the cut pavement slabs, removing the manhole, adjusting the manhole installation foundation, installing the manpole, and asphalt paving. Construction methods consisting of construction and other related processes are widely adopted. However, in this paving method, (a) the pavement slabs after cutting into rectangles are crushed while the pavement slabs and manholes are still within the road surface, which causes severe noise and vibration to the roadside environment, and there are no countermeasures for these problems. (b) Since the paved road surface is cut into squares, cross-shaped excess cuts occur at the corners, making it difficult to sufficiently fill the grooves of the excess cuts during pavement construction. (C) A rectangular repair is performed around a circular manhole, which leaves a strange or strange feeling after the repair. (d) Areas to be repurposed where paving materials have been laid. The shape of the plate includes circular arcs and corners, and since this is rolled by a rectangular vibratory roller [E plate, the desired rolling effect cannot be obtained unless the area to be rolled E is sufficiently wide. This leads to an expansion of the repair area, an increase in the amount of work and the amount of pavement available, and a decrease in the appearance and strength of the road surface after repair. There are many problems such as allowing overgrowth, insufficient support and protection for manholes, uneven asphalt flow, and unevenness due to overfilling, which can become a major cause of traffic accidents. There was a problem.

本発明に係るマンホール周囲の舗装工法は上記のような
従来技術の難点を解消するものである。
The method of paving around manholes according to the present invention solves the problems of the prior art as described above.

まず第1の発明は、少なくともマンホール周囲の舗装路
面の切断、切断した舗装版およびマンポールの取外し、
マンホール据伺基礎の調整、マンホールの据付け、およ
び舗装の施工を含むマンホール周囲の舗装工法においズ
、マンホール周囲の舗装路面を円形状に切断すると共に
そのマンホールおよびそれに付着した舗装版を一体的に
取外すことを特徴としており、舗装路面を円形状に切断
することによって前記の難点(b)、(c)が解決され
、またマンホールと切断した舗装版を一体的に取外ずこ
吉によつT難点(a)が解決される。この場合、取外し
た舗装版付きのマンホールをその工事現場に9 イT破
砕、清掃処理し、これを後のマンポールリー:イ・」工
程に供しても沿道環境への騒音、振動の発生は従来に比
して著しく軽減されるが、好ましくは、取外した舗装版
付きのマンホールを然るべき場所に運搬して、騒音、振
動公害が生じない状態で破砕、清掃処理に供する一方、
当面のマンホール据付工程には予め破砕、清掃処理しで
ある予備のマンボールを用いることにより、舗装版の破
砕、取外しに伴なう騒音、振動公害の発生を完全に防止
しつると共に]二車現場における破砕やブライマー塗布
前の清掃などの作業を省略することかできる。
First, the first invention involves cutting the paved road surface at least around the manhole, removing the cut pavement slab and the manpole,
Adjusting the manhole foundation, installing the manhole, and paving the area around the manhole, including cutting the paved road surface around the manhole into a circular shape and removing the manhole and the pavement slab attached to it in one piece. It is characterized by the fact that the above-mentioned difficulties (b) and (c) are solved by cutting the paved road surface into a circular shape, and it is also possible to remove the manhole and the cut pavement slab in one piece. Difficulty (a) is resolved. In this case, even if the removed manhole with the paving slab is crushed and cleaned at the construction site and then subjected to the subsequent manhole repair process, no noise or vibration will be generated in the roadside environment. Although this is significantly reduced compared to the conventional method, it is preferable to transport the removed manhole with the paving slab to an appropriate location and subject it to crushing and cleaning without causing noise or vibration pollution.
By using spare manholes that have been crushed and cleaned in advance for the immediate manhole installation process, it is possible to completely prevent noise and vibration pollution caused by the crushing and removal of pavement slabs. It is possible to omit work such as crushing on site and cleaning before applying the brimer.

上記においT、舗装路面の円形切断法としては、例えば
円筒状ビットをその垂直軸線の回りに回転させる方法、
円盤状ブレードを有する路面切断型をその円盤状ブレー
ド、走行車輪などの各回転軸が回動中心に配向するよう
に保持して円形状に回動させる方法、あるいは溶断性、
高圧水噴射法などを適宜採用するこ七ができる。また、
切断した舗装版付きのマンホールの取外し方法々しては
、例えばマンホール内側に架橋するように係合させた棒
材をワイヤーローブを介[、て油圧で引上げる方法があ
る。
In the above-mentioned method, the circular cutting method of the paved road surface includes, for example, a method of rotating a cylindrical bit around its vertical axis;
A method of holding a road surface cutting die having a disc-shaped blade so that each rotating shaft of the disc-shaped blade, running wheel, etc. is oriented to the center of rotation and rotating it in a circular shape, or
High-pressure water injection methods can be adopted as appropriate. Also,
As a method for removing a manhole with a cut pavement slab, for example, there is a method in which a rod engaged in a bridging manner inside the manhole is hydraulically pulled up via a wire lobe.

次に、第2の発明は、舗装の施「に際して敷設した舗装
材を円弧状側縁を有する振動転圧板により転圧すること
を第1の発明に組合せてなるものであり、この発明によ
って前記の難点(a)、(b)、(c)に加えて難点(
d)が解決される。すなわち、ドーナツ状の被転圧個所
の形状に即応した形状の振動転圧板を使用するので転圧
の作業性や転圧効果が著しく向」−シ、最小限の被転圧
面積で均一かつ確実な転圧効果を得ることができる。例
えば、頭頂部外径915mm(−yランジ部径1 :1
.03 mm )のマンホール周囲の舗装路面を直径1
3 ]、 5 mmの円形に切断して2 j o mm
幅のドーナツ状被転圧個所が形成きねた場合でも、この
発明の効果を十分得ることができるが、ちなみにこの被
転圧個所の面積、ずなわち補修面積は、従来のような一
辺2000〜2500 mWの四角形切断の場合のそれ
に比して]15〜178である。この発明に使用しつる
振動転圧板は、舟型のものでもピストン運動によって起
振させるランマーのフート部であってもよく、その型式
、板幅、円弧部の長さなとに特別の限定はない。
Next, the second invention combines the first invention with rolling the paving material laid during pavement application using a vibrating rolling plate having an arcuate side edge. In addition to difficulties (a), (b), and (c), difficulty (
d) is solved. In other words, by using a vibrating rolling plate whose shape corresponds to the shape of the doughnut-shaped area to be rolled, the workability and rolling effect of rolling are significantly improved. A compacting effect can be obtained. For example, the outer diameter of the top of the head is 915 mm (-y lunge diameter 1:1
.. 03 mm) The paved road surface around the manhole is 1 mm in diameter.
3 ], cut into a 5 mm circle and 2 jo mm
Even if a doughnut-shaped area to be rolled and pressed with a width fails to be formed, the effects of the present invention can be fully obtained. 15-178 compared to that for a square cut of ~2500 mW. The vibratory rolling compaction plate used in this invention may be boat-shaped or may be the foot of a rammer that is vibrated by piston motion, and there are no particular limitations on its type, plate width, or arcuate length. do not have.

第3の発明は、樹脂モルタルもしくは樹脂コンクリート
からなる樹脂舗装を施工することを第」−の発明に組合
せてなるものであり、この発明によって前記の難点(a
)、(b)、(C)に加えて難点(e)が解決される。
The third invention combines the construction of a resin pavement made of resin mortar or resin concrete with the invention of the third invention.
), (b), and (C), as well as difficulty (e).

なお、この発明において、主剤樹脂の骨材に対する配合
屓が多い場合には転用作業を省略もしくは簡略化した舗
装の施工も可能となり、この場合には前記の難点(d)
の改良にもつながることになる。主剤樹脂としては、例
えばエポキシ系樹脂などを使用することができる。
In addition, in this invention, if the proportion of the base resin to the aggregate is large, it is possible to construct pavement with the diversion work omitted or simplified, and in this case, the above-mentioned difficulty (d) can be constructed.
This will also lead to improvements in the As the main resin, for example, epoxy resin can be used.

さらに、第4の発明は、樹脂モルタルもしくは樹脂コン
クリートからなる樹脂s重装を施工すると共にその舗装
の施主に際して敷設した舗装材を円弧状側縁を有する振
動転圧板により転圧することを第1の発明に組合せてな
るものであり、この発明によって前記の難点(a)、(
b)、(C)、(d)および(e)が解決されることに
なる。
Furthermore, the fourth invention provides the first aspect of the present invention, in which the paving material is compacted by a vibrating compaction plate having an arcuate side edge when the paving material is constructed by the paving owner, and the paving material is constructed of resin mortar or resin concrete. This invention solves the above-mentioned difficulties (a) and (
b), (C), (d) and (e) will be solved.

なお、マンホール据付基礎の調整に際して、樹脂モルタ
ルもしくけ樹脂コンクリートから扇形状に成形した樹脂
スペーサーの敷設および要ずhげさらに樹脂モルタルも
しくは樹脂コンクリートの塗布、充填によりマンホール
据付基礎を面状に微調整することにより、従来のように
レンガブロックなどの敷設によるマンホールの点状支持
の場合に比してきわめて安定した面状支持が得られるの
で、−に記の各発明にも併用することが好ましい。
In addition, when adjusting the manhole installation foundation, fine adjustment of the manhole installation foundation to a planar shape is necessary by laying a resin spacer molded into a fan shape from resin mortar and resin concrete, and applying and filling resin mortar or resin concrete. By doing so, extremely stable planar support can be obtained compared to the conventional point support of the manhole by laying brick blocks, etc., so it is preferable to use it together with each of the inventions described in -.

」二記の樹脂スペーサーを、マンホール据(=j 基礎
の微調整や樹脂舗装の施工に際して調合した樹脂モルタ
ルもしくは樹脂コンクリ−1・のうち余分の材料を用い
て成形するようにすれば、材料の有効利用となる。樹脂
スペーサーとしては、所定の大きさのドーナツ形状を例
えば1/2、」/4.1/6なとに分断した扇形状のも
ので、例えば5、]]020mmのような種々の厚さの
ものを準備するこ吉が好ましい。なお、マンホール据イ
」基礎の構築におけるI−記の微調整前の粗調整には、
例えばレンガブロックやドーナツ形状を適宜に分断した
扇形状の:1ンクリートブロックなどを用いねばよい。
If the resin spacer described in 2 is molded using excess material from the resin mortar or resin concrete 1 mixed during fine adjustment of the manhole foundation and construction of resin pavement, the material will be reduced. This is an effective use.As a resin spacer, it is a sector-shaped one that is a donut shape of a predetermined size divided into, for example, 1/2,''/4.1/6. It is preferable to prepare materials of various thicknesses.In addition, for rough adjustment before the fine adjustment described in I- in the construction of the manhole foundation,
For example, a brick block or a sector-shaped concrete block obtained by appropriately dividing a donut shape may be used.

第1図は、本発明に用いつる路面切断装置の要部側+f
ti図であり、舗装路面(])上にあるマンホール蓋体
(2)に起伏自在に伺役さねているフック(3)、(3
)に、逆V字状部材(4)の両脚先端部を係合L1その
両脚の交差部からネジ軸(5)を垂直に螺合、貫通させ
てマンホール蓋体(2)の表面中央部を押圧するまで締
付けることにより、ネジ軸(5)を逆v字状部材(4)
と共にマンホール蓋体(2)−ヒに垂直に固定する。
Figure 1 shows the main part side +f of the vine road cutting device used in the present invention.
This is a diagram showing the hooks (3) and (3) that are hanging freely on the manhole cover (2) on the paved road surface (]).
), engage the ends of both legs of the inverted V-shaped member (4) L1, and thread the screw shaft (5) vertically from the intersection of the two legs, passing through the center part of the surface of the manhole cover (2). By tightening until it is pressed, the screw shaft (5) is attached to the inverted V-shaped member (4).
At the same time, fix the manhole cover (2) vertically to the manhole cover (2).

ネジ軸(5)Kは回動アーム(6)が回動自在に枢着さ
れ、その回動アーム(6)の他端に路面切断車(7)の
車台(8)が連結されている。捷た、路面切断車(7)
の円盤状ブレード(9)および走行車輪(10)、(1
0)の各回転軸は回動中心たるネジ軸(5)方向に配向
し、捷た切込み深さ調節用の変位車輪(11)はキャス
ター構造が採用されている。上記の構成において1.路
面切断車(7)を走行駆動することにより所定の円形切
断が可能であるか、特に円盤状ブレード(9)の回転軸
を水平方向に対して所要角度だけ傾斜させつるようにし
たものでは、通常の円筒状取直切断ではなく円錐状傾斜
切断が可能であり、切断後のマンホールおよび舗装版の
取外しを容易にすると共に優ねた舗装を施工することが
できる。
A rotating arm (6) is rotatably attached to the screw shaft (5) K, and a chassis (8) of a road cutting vehicle (7) is connected to the other end of the rotating arm (6). Destroyed road cutting vehicle (7)
disc-shaped blade (9) and running wheels (10), (1
0) are oriented in the direction of the screw shaft (5) which is the center of rotation, and the displacement wheel (11) for adjusting the cut depth has a caster structure. In the above configuration 1. Is it possible to perform a predetermined circular cut by driving the road cutting vehicle (7), especially in a case where the rotating shaft of the disc-shaped blade (9) is tilted at a required angle with respect to the horizontal direction? Conical inclined cutting is possible instead of the usual straight cylindrical cutting, making it easy to remove manholes and pavement slabs after cutting, and making it possible to construct superior pavement.

次に、第2図(A)、(B)は本発明に用いうる転圧機
の要部正面図およびその振動転圧板の要部底面図であり
、転圧機(12)は原動機(13)、起振装置(14)
および振動転圧板(15)から基本的に構成され、その
振動転圧板(15)は円弧状側縁(16a )、(16
b)を有している。
Next, FIGS. 2(A) and 2(B) are a front view of a main part of a rolling compaction machine that can be used in the present invention and a bottom view of a main part of a vibrating compaction plate thereof. Vibration device (14)
and a vibrating rolling plate (15), and the vibrating rolling plate (15) has arcuate side edges (16a), (16
b).

また、第3図(A)、(B)は本発明の実施例に基いて
施工きれたマンホール周囲の舗装道路の平面図および部
分拡大断面図であり、旧マンポール(図示せず)周囲の
舗装路面(1)を円形状に切断すると共にその旧マンホ
ールおよびそれに付着した舗装版(図示せず)を一体重
に取外した後、地中のコンクIJ −) 9 (17)
上面に扇形状のフンクリートブロック(18)を敷設し
て粗調整を行い、次いで扇形状の樹脂スペーサー(19
)を敷設すると共にそれらの敷設で生じた段差部分や欠
損部分を樹脂塗布層(2o)によって面状に平坦化し、
マンポール据付基礎の微調整を行う。続いて、予めブラ
イマー塗布前の清掃まで完了している予備マンポール(
21)をその7ランジ部(22)がマンホール据付基礎
上に載るように据付け、各所に所要のプライマー塗布を
行った後、据付けた予備マンホール(21)と既設舗装
(23)との間に、円弧状側縁を有する振動転圧板(図
示せず)によって転圧しながら樹脂舗装(24)を施工
すると共ニマンボール内塗りを行ってマ> ホー ル周
囲の舗装工事を概ね完了している。
Moreover, FIGS. 3(A) and 3(B) are a plan view and a partially enlarged sectional view of a paved road around a manhole that has been completed based on an embodiment of the present invention. After cutting the paved road surface (1) into a circular shape and removing the old manhole and the pavement slab (not shown) attached to it, the underground concrete IJ-) 9 (17)
Rough adjustment is performed by laying a fan-shaped Funkret block (18) on the top surface, and then a fan-shaped resin spacer (19) is placed on the top surface.
) and flattened the stepped parts and missing parts caused by the laying with a resin coating layer (2o),
Fine-tune the manpole installation foundation. Next, a spare man pole (
21) so that its 7 lunge part (22) rests on the manhole installation foundation, and after applying the required primer to each place, between the installed spare manhole (21) and the existing pavement (23), The resin pavement (24) was constructed while being rolled using a vibrating rolling plate (not shown) having an arc-shaped side edge, and Niman Ball was applied inside the paving, and the paving work around the hole was almost completed.

以上のように、本発明に係るマンポール周囲の舗装工法
によれば、舗装版の破砕に伴なう騒音、振動問題を始め
とする従来]、法の難点を効果的に解決することができ
る。
As described above, according to the method of paving around manpoles according to the present invention, it is possible to effectively solve the problems of the conventional method, including the noise and vibration problems caused by the crushing of paving slabs. .

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

第1図は本発明に用いつる路面切断装置の留部側面図、
第2図(A)、(B)は本発明に用いうる転圧機の要部
正面図およびその振動転用板の要部底面図、そして第3
図(A)、(B)は本発明の実施例に基いて施工された
舗装道路の平面図および部分拡大断面図である。 1・・・舗装路面、 7・・・路面切断用、12・転用
。 機、15・・・振動転圧板+  16 a + 16 
b  −円弧状側R,17・・・コンクリ−)壁、  
1a・コノクリートブロック、  19・・・樹脂スペ
ーサー、  20・・樹脂塗布層、21・・・予備マン
ポール、23・既設舗装、24・・樹脂舗装     
    以−1−代理人 弁理士   安 藤 惇 逸
FIG. 1 is a side view of the clamp part of the vine road cutting device used in the present invention;
2(A) and 2(B) are a front view of the main parts of a rolling press that can be used in the present invention, a bottom view of the main parts of the vibration diversion plate, and a third
Figures (A) and (B) are a plan view and a partially enlarged sectional view of a paved road constructed according to an embodiment of the present invention. 1...Paved road surface, 7...For cutting road surfaces, 12.Diversion. Machine, 15... Vibratory rolling plate + 16 a + 16
b - arcuate side R, 17... concrete) wall;
1a Conocrete block, 19 Resin spacer, 20 Resin coating layer, 21 Spare manpole, 23 Existing pavement, 24 Resin pavement
I-1-Representative Patent Attorney Atsushi Ando

Claims (10)

【特許請求の範囲】[Claims] (1)  少なくともマンホール周囲の舗装路面の切断
、切断した舗装版およびマンホールの取外し、マンホー
ル据付基礎の調整、マンホールの据伺け、および舗装の
施工を含むマンホール周囲の舗装]二法において、マン
ボール周囲の舗装路面を円形状に切断すると共にそのマ
ンホールおよびそれに付着した舗装版を一体的に取外す
ことを特徴とするマンホール周囲の舗装工法。
(1) Paving around the manhole, including at least cutting the pavement surface around the manhole, removing the cut pavement slab and manhole, adjusting the manhole installation foundation, leveling the manhole, and constructing the pavement] A method for paving around manholes, which is characterized by cutting the surrounding paved road surface into a circular shape and simultaneously removing the manhole and the pavement slab attached to it.
(2)調整したマンホール据イ」基礎上に一]’備のマ
ンホールを据付ける、特許請求の範囲第1項記載のマン
ホール周囲の舗装工法。
(2) The method for paving around manholes according to claim 1, wherein a manhole is installed on a foundation with adjusted manhole installation.
(3)  少なくともマンホール周囲の舗装路面の切断
、切断した舗装版およびマンホールの取外し、マンホー
ル据付基礎の調整、マンホールの据伺け、および舗装の
施工を含むマンボール周囲の舗装工法において、マンホ
ール周囲の舗装路面を円形状に切断すると共にそのマン
ホールおよびそれに付着した舗装版を一体的に取外すこ
と、および舗装の施工に際して敷設した舗装材を円弧状
側縁を有する振動転圧板により転圧することを特徴とす
るマンホール周囲の舗装工法。
(3) At least in the paving method around the manhole, which includes cutting the pavement surface around the manhole, removing the cut pavement slab and manhole, adjusting the manhole installation foundation, leveling the manhole, and constructing the pavement, The method is characterized by cutting the paved road surface into a circular shape and removing the manhole and the pavement slab attached thereto in one piece, and compacting the paving material laid during pavement construction using a vibrating compaction plate having arcuate side edges. Paving method around manholes.
(4)調整したマンホール据付基礎」二に予備のマンホ
ールを据(=Jける、特許請求の範囲第3項記載のマン
ホール周囲の舗装工法。
(4) A method of paving around a manhole according to claim 3, in which a spare manhole is installed on an adjusted manhole installation foundation.
(5)  少なくともマンホール周囲の舗装路面の切断
、切断した舗装版およびマンホールの取外シ、マンホー
ル据付基礎の調整、マンホールの据イ」け、および舗装
の施工を含むマンホール周囲の舗装工法において、マン
ホール周囲の舗装路面を円形状に切断すると共にそのマ
ンホールおよびそれに何着した舗装版を一体的に取外す
こと、および樹脂モルタルもしくは樹脂コンクリートか
らなる樹脂舗装を施工することを特徴とするマンホール
周囲の舗装工法。
(5) In the paving method around the manhole, which includes at least cutting the paved road surface around the manhole, removing the cut pavement slab and manhole, adjusting the manhole installation foundation, installing the manhole, and constructing the pavement, A method for paving around manholes, which is characterized by cutting the surrounding paved road surface into a circular shape, removing the manhole and the pavement slabs attached to it in one piece, and constructing resin pavement made of resin mortar or resin concrete. .
(6)  調整したマンホール据付基礎上に予備のマン
ホールを据付ける、特許請求の範囲第5項記載のマンボ
ール周囲の舗装工法0
(6) Paving method around the manhole according to claim 5, in which a spare manhole is installed on the adjusted manhole installation foundation.
(7)樹脂モルタルもしくは樹脂コンクリートはエポキ
シ系樹脂を特徴とする特許請求の範囲第5項記載のマン
ホール周囲の舗装工法。
(7) The method for paving around manholes according to claim 5, wherein the resin mortar or resin concrete is an epoxy resin.
(8)少なくともマンホール周囲の舗装路面の切断、切
断した舗装版およびマンホールの取外し、マンホール据
付基礎の調整、マンホールの据付け、および舗装の施工
を含むマンホール周囲の舗装工法において、マンホール
周囲の舗装路面を円形状に切断すると共にイのマンホー
ルおよびそれに付着した舗装版を一体的に取外すこと、
および樹脂モルタルもしくtd、 樹脂コンクリートか
らなる樹脂舗装を施工すると共にその舗装の施工に際し
て敷設した舗装材を円弧状側縁を有する振動転圧板によ
り転圧することを特徴とするマンホール周囲の舗装工法
(8) At least in the paving method around the manhole, which includes cutting the paved road surface around the manhole, removing the cut pavement slab and manhole, adjusting the manhole installation foundation, installing the manhole, and constructing the pavement, cutting it into a circular shape and removing the manhole and the pavement slab attached to it in one piece;
and resin mortar or TD, and a method for paving around manholes, which is characterized by constructing a resin pavement made of resin concrete and rolling the paving material laid during the construction of the pavement using a vibrating compaction plate having an arcuate side edge.
(9)  調整したマンホール据付基礎上に予備のマン
ホールを据付ける、特許請求の範囲第8項記載のマンホ
ール周囲の舗装工法。
(9) The method for paving around a manhole according to claim 8, in which a spare manhole is installed on the adjusted manhole installation foundation.
(10) mJ脂モルタルもしくl′i樹脂コンクIJ
 −) Hエポキシ系樹脂を特徴とする特許請求の範囲
第8項記載のマンホール周囲の舗装工法0
(10) mJ fat mortar or l'i resin concrete IJ
-) Paving method around manholes according to claim 8 characterized by H epoxy resin 0
JP57181754A 1982-10-16 1982-10-16 Pavement work for surrounding of manhole Granted JPS5972325A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP57181754A JPS5972325A (en) 1982-10-16 1982-10-16 Pavement work for surrounding of manhole

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP57181754A JPS5972325A (en) 1982-10-16 1982-10-16 Pavement work for surrounding of manhole

Publications (2)

Publication Number Publication Date
JPS5972325A true JPS5972325A (en) 1984-04-24
JPS6133938B2 JPS6133938B2 (en) 1986-08-05

Family

ID=16106298

Family Applications (1)

Application Number Title Priority Date Filing Date
JP57181754A Granted JPS5972325A (en) 1982-10-16 1982-10-16 Pavement work for surrounding of manhole

Country Status (1)

Country Link
JP (1) JPS5972325A (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US6799921B2 (en) * 2002-04-26 2004-10-05 Shiga Sangyo Kabushiki Kaisha Manhole cover/frame exchange method

Families Citing this family (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS63105267A (en) * 1986-10-20 1988-05-10 Mazda Motor Corp Block structure of engine
JPH0196451A (en) * 1987-10-09 1989-04-14 Isuzu Motors Ltd Cooler for thermally insulated engine
JPS6419151A (en) * 1987-07-11 1989-01-23 Isuzu Motors Ltd Cooling device for heat insulated engine

Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5924405U (en) * 1982-08-04 1984-02-15 株式会社ダイモ社 road circular cutting machine

Family Cites Families (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5924405B2 (en) * 1979-09-29 1984-06-09 北村写真製版用品製造株式会社 Vacuum contact baking machine

Patent Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5924405U (en) * 1982-08-04 1984-02-15 株式会社ダイモ社 road circular cutting machine

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US6799921B2 (en) * 2002-04-26 2004-10-05 Shiga Sangyo Kabushiki Kaisha Manhole cover/frame exchange method

Also Published As

Publication number Publication date
JPS6133938B2 (en) 1986-08-05

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