JPH03235806A - Paving method - Google Patents

Paving method

Info

Publication number
JPH03235806A
JPH03235806A JP3184390A JP3184390A JPH03235806A JP H03235806 A JPH03235806 A JP H03235806A JP 3184390 A JP3184390 A JP 3184390A JP 3184390 A JP3184390 A JP 3184390A JP H03235806 A JPH03235806 A JP H03235806A
Authority
JP
Japan
Prior art keywords
guide
paving
paved
grooves
paving 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.)
Pending
Application number
JP3184390A
Other languages
Japanese (ja)
Inventor
Shoki Tsuchida
土田 捷紀
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.)
Mitsui Petrochemical Industries Ltd
Original Assignee
Mitsui Petrochemical Industries Ltd
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 Mitsui Petrochemical Industries Ltd filed Critical Mitsui Petrochemical Industries Ltd
Priority to JP3184390A priority Critical patent/JPH03235806A/en
Publication of JPH03235806A publication Critical patent/JPH03235806A/en
Pending legal-status Critical Current

Links

Abstract

PURPOSE:To obtain a high working quality, by providing diggingly stripe groves at a worked-on surface, and embedding the leg portions of guide members, and arranging so that they may be fixed at a predetermined level, and then, conducting the extensive flow of a paving material at the worked-on surface, and moving a smoothing member along guide members, and conducting the finish of the paved surface. CONSTITUTION:A pair of stripe grooves 2 and 3 are diggingly provided at both right and left ends of a paved surface 1 to be repaired, and a pair of guide members 5 and 6 are provided plantingly at each of the stripe grooves 2, 3, and fixed at a predetermined level. Next, a paved material 11 is made to flow into a recessed portion between guide members 5, 6, and a smoothing member 12 is laid across between guide members 5, 6 before the paved material 11 becomes hardened, and finishing is conducted by moving the member 12 along its upper surfaces 7 and 8 as the member 12 is being made to vibrate. As a result, work can be done continuously and rapidly, and also finishing into a desired shape can be accomplished.

Description

【発明の詳細な説明】 く集土の利用分野〉 本発明は舗装方法に関し、特にダムの提体やコンクリー
ト舗装路等の表面の舗装、破損箇所の補修を高い作業性
で確実に行うことができる舗装方法に関する。
[Detailed Description of the Invention] Fields of Application of Soil Collection The present invention relates to a paving method, and in particular to a method for paving dam structures, concrete pavements, etc., and for reliably repairing damaged areas with high workability. Regarding possible paving methods.

〈従来の技術〉 ダムの提体(エプロン)やコンクリート舗装の表面の破
損を補修したり、コンクリート舗装面を平滑に仕上げる
ために、これら表面に流動性を有する舗装材を流し込み
、その舗装材の表面を振動するビーム(定規)でならし
、表面を平滑に仕上げる工法が行われている。 この工
法において、ビームは施工面の両端に設けた対のガイド
によって支えられており、従来、このガイドとして、 ■コンクリート釘で固定された木製の型枠を使用する ■支持金具で固定された金属製の板または棒状の部材を
使用する 方法がある。
<Conventional technology> In order to repair damage to the apron of a dam or the surface of concrete pavement, or to smoothen the surface of concrete pavement, a fluid paving material is poured onto these surfaces. The method used is to level the surface with a vibrating beam (ruler) to create a smooth surface. In this construction method, the beam is supported by a pair of guides installed at each end of the construction surface. Conventionally, these guides are: ■ Wooden formwork fixed with concrete nails ■ Metallic formwork fixed with support brackets. There is a method of using a wooden board or rod-shaped member.

〈発明が解決しようとする課題〉 しかし、これらの方法のいずれにおいても、通常、施工
面は、大小の凹凸があるため、施工面とガイドとの間に
隙間が生じ、この隙間から流動性を有する舗装材が流出
してしまう。 特に、流動性の高い舗装材を使用する場
合には、この流出が著しい問題があった。 また、■の
方法では、ビームに与えられる振動によって、ガイドと
なる型枠を固定しているコンクリート釘が抜けたり、コ
ンクリート釘がビームの移動の邪魔になり、作業性が悪
化する原因となる。
<Problem to be solved by the invention> However, in all of these methods, the construction surface usually has irregularities of large and small sizes, so a gap is created between the construction surface and the guide, and fluidity is lost through this gap. The paving material that is in the tank will flow out. Particularly when a highly fluid paving material is used, this outflow is a serious problem. In addition, in method (2), the vibrations applied to the beam may cause the concrete nails fixing the formwork that serve as guides to come off, or the concrete nails become an obstacle to the movement of the beam, resulting in poor workability.

■の方法では、支持金具の取付に時間を要するため、作
業性が悪くなる。
Method (2) requires time to attach the support fittings, resulting in poor workability.

そこで本発明の目的は、コンクリート舗装等の舗装面の
舗装、破損の補修を高い作業性で確実に行うことができ
る舗装方法を提供することにある。
SUMMARY OF THE INVENTION Therefore, an object of the present invention is to provide a paving method that can reliably pave a paved surface such as concrete paved surface and repair damage with high workability.

く課題を解決するための手段〉 本発明は前記課題を解決するために、舗装すべき施工面
に条溝を穿設し、該条溝に案内部材の脚部を植え込み、
案内部材のならし部材案内部が所定の水準になるように
配置した後、施工面に舗装材を流延し、前記案内部材の
ならし部材案内部に沿って、ならし部材を移動させ、舗
装材の上面を仕上げる工程を含む舗装方法を提供するも
のである。
Means for Solving the Problems> In order to solve the above problems, the present invention provides the following steps: drilling grooves in the construction surface to be paved, planting the legs of the guide member in the grooves,
After arranging the leveling member guide portion of the guide member to be at a predetermined level, casting a paving material on the construction surface and moving the leveling member along the leveling member guide portion of the guide member, The present invention provides a paving method including a step of finishing the upper surface of a paving material.

また、本発明は前記の方法の第1の実施態様として、舗
装すべき施工面の離間した2位置に一対の条溝を穿設し
、該一対の条溝のそれぞれに一対の案内部材の脚部をそ
れぞれ植え込み、各案内部材のならし部材案内部が所定
の水準になるように配置した後、該一対の案内部材の間
に舗装材を流し込み、次に前記案内部材の相対向するな
らし部材案内部の間に、ならし部材を架け渡し、該なら
し部材を案内部材のならし部材案内部に沿って移動させ
て、舗装材の上面を仕上げる工程を含む舗装方法を提供
するものである。
In addition, the present invention provides a first embodiment of the above-mentioned method, in which a pair of grooves are bored at two separate positions on the construction surface to be paved, and a pair of legs of a guide member is provided in each of the pair of grooves. After placing the leveling member guide portions of each guide member at a predetermined level, pour the paving material between the pair of guide members, and then place the leveling member guide portions of each guide member at a predetermined level. To provide a paving method including a step of spanning a leveling member between member guide parts and moving the leveling member along the leveling member guide part of the guide member to finish the upper surface of the paving material. be.

さらに、本発明は第2の実施態様として、既舗装部の外
側を舗装する方法であって、舗装すべき施工面に、条溝
を穿設し、該条溝に案内部材の脚部を植え込み、案内部
材のならし部材案内部が所定の水準になるように配置し
た後、案内部材と既舗装部の間に舗装材を流し込み、な
らし部材を前記案内部材のならし部材案内部に沿って移
動させ、舗装材の上面を所望の形状に仕上げる工程を含
む舗装方法を提供するものである。
Furthermore, the present invention provides a second embodiment of a method for paving the outside of an already paved area, in which grooves are bored in the construction surface to be paved, and the legs of the guide member are planted in the grooves. After arranging the leveling member guide portion of the guide member to a predetermined level, pour paving material between the guide member and the paved area, and place the leveling member along the leveling member guide portion of the guide member. The present invention provides a paving method including a step of moving the paving material by moving the paving material to finish the upper surface of the paving material into a desired shape.

以下、本発明の舗装方法について詳細に説明する。The paving method of the present invention will be explained in detail below.

ここで、本発明において、「舗装」とは、ダムの提体や
コンクリート舗装道路等の舗装、これらの舗装面の破損
個所の補修、工場等の建造物の床舗装、あるいはこれら
の床の破損の補修等の広く床、路面等の表面を所定の形
状に形成することをいう。
Here, in the present invention, "paving" refers to paving of dam structures, concrete paved roads, etc., repair of damaged parts of these paved surfaces, floor paving of buildings such as factories, or damaged floors of these. This refers to the process of forming a surface such as a floor or road surface into a predetermined shape, such as when repairing.

以下、本発明の第1の実施態様に基づいてコンクリート
舗装面の破損を補修するための主要な工程を第1図(A
)〜(D)に順を追って示し、本発明の詳細な説明する
The main steps for repairing damage to a concrete pavement surface based on the first embodiment of the present invention are shown below in Figure 1 (A
) to (D), the present invention will be explained in detail.

まず、破損した舗装面を補修する前の前処理として、シ
ョツトブラストあるいは他の下地処理機を用いて、舗装
面上の異物や舗装の劣化層を除去して下地処理を施して
おくとよい。 また、ショツトブラスト等を用いても、
異物等を処理できない箇所、および道路の区画線等は、
区画線除去機等の適当な手段で除去すればよい。
First, as a pretreatment before repairing a damaged pavement surface, it is recommended to use shot blasting or other surface treatment equipment to remove foreign objects on the pavement surface and deteriorated layers of the pavement. Also, even if shot blasting etc. is used,
Areas where foreign objects cannot be treated, road markings, etc.
It may be removed using an appropriate means such as a marking line remover.

さらに、下地処理後、舗装面の継目の目地に充填されて
いる目地材を撤去しておくとよい。
Furthermore, after surface treatment, it is advisable to remove the joint filler filled in the joints of the paved surface.

目地材の撤去は、目地材撤去用機器等の処理機を用いて
、あるいは状況に応じて人力によって行えばよい。
The joint material may be removed using a processing machine such as a joint material removal device, or manually depending on the situation.

次に、補修する舗装面の左右両縁部に墨出しをして、平
行線を引き、その線に沿って、第1図(A)のように、
補修する舗装面1の左右両端に一対の条溝2および3を
穿設する。
Next, mark both the left and right edges of the pavement surface to be repaired, draw parallel lines, and follow the lines as shown in Figure 1 (A).
A pair of grooves 2 and 3 are bored at both left and right ends of the pavement surface 1 to be repaired.

条溝の穿設は、適当な切断機、例えば、コンクリート切
削機等を用いて行えばよい。
The trenches may be formed using a suitable cutting machine, such as a concrete cutting machine.

また、穿設される条溝は、特に限定されないが、通常、
深さが15〜20mm程度、幅が6mm程度のものでよ
い。
In addition, the grooves to be drilled are not particularly limited, but usually,
It may have a depth of about 15 to 20 mm and a width of about 6 mm.

条溝2および3の穿設後、舗装の表面および条溝2およ
び3の内部を清掃し、ゴミ、砂等を除去してから、ブラ
イマーを表面に塗布する。
After drilling the grooves 2 and 3, the surface of the pavement and the inside of the grooves 2 and 3 are cleaned to remove dirt, sand, etc., and then a brimer is applied to the surface.

また同時に条a2および3の内面に薄(塗布しておくと
、下地との接着の点で好ましい。
At the same time, it is preferable to apply a thin coat to the inner surfaces of strips a2 and 3 in terms of adhesion to the base.

用いられるブライマーとしては、例えば、MMA (メ
チルメタクリレート)系、エポキシ系、ポリエステル系
等のものを、上に施工される舗装材によって適宜選択す
ればよい。 このブライマーの塗布量は、例えば、40
0 g/cm2程度である。
The brimer to be used may be appropriately selected from, for example, MMA (methyl methacrylate), epoxy, polyester, etc., depending on the paving material to be applied. The application amount of this brimer is, for example, 40
It is about 0 g/cm2.

次に、第1図(B)のように、条溝2および3のそれぞ
れに、一対の案内部材5および6を植設し、所定の水準
に固定する。
Next, as shown in FIG. 1(B), a pair of guide members 5 and 6 are planted in each of the grooves 2 and 3 and fixed at a predetermined level.

この案内部材は、鉄製の鋼材でもよいし、あるいは木製
のものでもよい。 また、その形状も第1図(B)に示
す逆り字形の形状に限定されず、条溝に植設するための
脚部を有し、かつ上部に後記のならし部材を安定して支
持することができる支持部を有するものであればよく、
例えば、断面がアルファベットの工またはT形をしたも
のあるいは横1字形等が挙げられる。
This guide member may be made of iron or wood. Moreover, its shape is not limited to the inverted shape shown in FIG. It is sufficient as long as it has a support part that allows
For example, the cross section may be alphabetical, T-shaped, or horizontally 1 character-shaped.

両端の案内部材5と6のそれぞれの上面の水準は、同一
でもよいし、あるいは一定の傾斜を有する仕上げ面を得
るために、両者の高さを互いに調節してもよい。 例え
ば、通常、舗装道路は、中心が盛り上った形状をなして
いるが、第1図(B)において、案内部材5の上面7を
6の上面8よりも高くし、後記の工程に従って舗装面を
仕上げれば、断面形状において、案内部材5の側が高く
なった形状の舗装とすることができる。
The upper surfaces of the guide members 5 and 6 at both ends may be at the same level, or their heights may be adjusted relative to each other in order to obtain a finished surface with a constant slope. For example, normally a paved road has a swollen shape at the center, but in FIG. If the surface is finished, the pavement can have a cross-sectional shape in which the guide member 5 side is higher.

また、案内部材は、その固定強化のために、第2図に示
すように、例えば案内部材5の上面7の端部9と、舗装
面1との間に楔10を打ち込んで補強してもよい。
Further, in order to strengthen the guide member, as shown in FIG. good.

次に、第1図(C)に示すように、舗装材11を案内部
材5と6の間の凹部に流し込む。
Next, as shown in FIG. 1(C), the paving material 11 is poured into the recess between the guide members 5 and 6.

用いられる舗装材としては、この種の舗装に用いられる
ものであれば、いずれのものでもよく、特に制限されな
い。 例えば、コンクリート、モルタル、レジンコンク
リート等が挙げられる。 特に、夜間の通行を遮断して
工事を行い、翌日にはもう通行可能にしなければならな
い舗装道路、工場の床等においては、補修後、硬化が早
(、すぐに使用可能となる点から、レジンコンクリート
の場合に適応性が高い。
The paving material to be used is not particularly limited and may be any material used for this type of paving. Examples include concrete, mortar, resin concrete, and the like. In particular, paved roads, factory floors, etc., which must be closed off to traffic at night and made passable the next day, harden quickly (and can be used immediately) after repair. Highly adaptable to resin concrete.

次いで、舗装材11が未硬化のうちに、第1図(D)の
ように、ならし部材12を案内部材5と6の間に架け渡
し、このならし部材12を振動させながら、案内部材5
および6の上面7および8に沿って、例えば矢印への方
向に移動させて、舗装材11の表面をならして、平滑ま
たは所望の形状に仕上げることができる。
Next, while the paving material 11 is still uncured, the leveling member 12 is bridged between the guide members 5 and 6 as shown in FIG. 5
and 6, for example in the direction of the arrow, the surface of the paving material 11 can be smoothed and finished into a smooth or desired shape.

用いられるならし部材の材質は、特に限定されず、例え
ば、鉄、アルミなどの金属や木、プラスチック等が挙げ
られる。 また、その断面形状についても、特に限定さ
れず、口、■、L等施工状況に応じて適宜選択される。
The material of the leveling member used is not particularly limited, and examples include metals such as iron and aluminum, wood, and plastic. Further, the cross-sectional shape is not particularly limited, and may be appropriately selected depending on the construction situation, such as opening, square, or L.

平行平板状のならし部材を用いれば、平滑な表面を得る
ことができる。
A smooth surface can be obtained by using parallel plate-shaped leveling members.

ならし部材12の振動は、人力でも動力によって与えて
もよく、施工現場の広狭、機械の設置箇所の有無などの
状況に応じて適宜選択すればよい。
The vibration of the leveling member 12 may be applied by human power or power, and may be appropriately selected depending on the situation such as the size of the construction site and the presence or absence of a machine installation location.

また、ならし部材では届かない細かい箇所はコテを用い
て仕上げればよい。
Also, you can use a trowel to finish small areas that cannot be reached with leveling materials.

次に、静置して舗装材11を硬化させれば、平滑あるい
は所望の形状を有する面を形成して補修を完了させるこ
とができる。
Next, by allowing the paving material 11 to harden, a smooth surface or a surface having a desired shape can be formed and the repair can be completed.

以上の第1図に示す方法では、一対の条溝な相平行する
ように穿設し、案内部材5と6を平行に配置しているが
、本発明の方法はこれに限定されず、舗装すべき施工面
の形状に従って条溝の穿設形態および案内部材の配置を
適宜選択し、施工面を有効に舗装することができる。
In the method shown in FIG. 1 described above, a pair of grooves are bored parallel to each other, and the guide members 5 and 6 are arranged parallel to each other, but the method of the present invention is not limited to this. The construction surface can be effectively paved by appropriately selecting the form of trench grooves and the arrangement of the guide members according to the shape of the construction surface to be constructed.

例えば、一対の条溝2および3を非平行に穿設し、これ
に案内部材を配置し、上記の第1図に示した方法と同様
にして舗装を行うこともできる。
For example, a pair of grooves 2 and 3 may be bored non-parallelly, guide members may be placed therein, and paving may be carried out in the same manner as shown in FIG. 1 above.

さらに、上記の第1図に示す本発明の第1の実施態様に
おいては、一対の条溝を穿設しこの条溝に一対の案内部
材を配置して舗装を行ったが、本発明は、これに限定さ
れず、舗装の施工面の片側に条溝を穿設し、該条溝に案
内部材を配置する本発明の第2の実施態様をも提供する
ものである。
Furthermore, in the first embodiment of the present invention shown in FIG. The present invention is not limited to this, but also provides a second embodiment of the present invention in which a groove is bored on one side of the construction surface of the pavement and a guide member is disposed in the groove.

以下、本発明の第2の実施態様に基づいて、歩道が車道
よりも一段高(設けられている舗装道路において、車道
の舗装面の破損を補修する工程を第3図(A)〜(D)
に順を追ってボし、本発明の詳細な説明する。
Hereinafter, based on the second embodiment of the present invention, on a paved road where the sidewalk is one step higher than the roadway, the process of repairing damage to the pavement surface of the roadway will be explained in Figures 3 (A) to (D). )
The present invention will now be described in detail.

まず、第1の実施態様の方法と同様に、前処理として舗
装面の下地処理、目地材の撤去を行う。
First, in the same way as the method of the first embodiment, as pre-treatments, the pavement surface is prepared and the joint material is removed.

なお、以下の工程において、条溝の穿設方法、条溝の深
さおよび幅、用いられるブライマー、案内部材の材質、
形状、案内部材の補強、舗装材、ならし部材の材質、形
状および振動の与え方等については、前記第1の実施態
様と同様であるので、これらについての説明は省略する
In addition, in the following process, the groove drilling method, the depth and width of the groove, the brimers used, the material of the guide member,
The shape, reinforcement of the guide member, material of the paving material, leveling member, shape, method of applying vibration, etc. are the same as in the first embodiment, and therefore description thereof will be omitted.

次に、補修する舗装面の外縁に、墨出しをして条溝の穿
設する箇所に線を引き、その線に沿って、第3図(A)
のように、補修する車道の舗装面21に条/lI!22
を穿設する。 ここで、23は歩道の端部である。
Next, mark the outer edge of the pavement surface to be repaired and draw a line where grooves will be drilled, and follow the line as shown in Figure 3 (A).
As shown in the figure, there are lines on the pavement surface 21 of the road to be repaired. 22
to be drilled. Here, 23 is the edge of the sidewalk.

次に、必要に応じて舗装の表面および条溝22の内部に
ブライマーを塗布した後、第3図(B)のように、条溝
22に案内部材24を植設し、所定の水準に固定する。
Next, after coating the pavement surface and the inside of the grooves 22 as necessary, the guide member 24 is planted in the grooves 22 and fixed at a predetermined level, as shown in FIG. 3(B). do.

案内部材24の配置後、第3図(C)のように該案内部
材24と歩道の端面23との間に舗装材25を流し込む
After the guide member 24 is placed, a paving material 25 is poured between the guide member 24 and the end surface 23 of the sidewalk as shown in FIG. 3(C).

次いで、舗装材25が未硬化のうちに、第3図(D)の
ように、ならし部材26を振動させながら案内部材24
の上面27に沿って、例えば図中のB印の方向に移動さ
せ、舗装材25の表面をならして、所望の形状に仕上げ
ることができる。
Next, while the paving material 25 is still uncured, the guide member 24 is moved while the leveling member 26 is vibrated, as shown in FIG. 3(D).
The surface of the paving material 25 can be smoothed and finished into a desired shape by moving it along the upper surface 27 of the paving material 25, for example in the direction of mark B in the figure.

また、上記の舗装材25の硬化が完了した後、第4図に
示すように、硬化した舗装材25の外側に新たに条溝2
8を穿設し、これに案内部材29を植設して、上記と同
様に舗装材30の流し込み、およびならし部材31によ
る舗装材30の表面のならしを繰り返し行えば、広い面
積の舗装路面を容易に連続して舗装できる。
Further, after the hardening of the paving material 25 is completed, as shown in FIG.
By drilling a hole 8, planting a guide member 29 therein, pouring the paving material 30 in the same manner as described above, and leveling the surface of the paving material 30 using the leveling member 31, it is possible to pave a wide area. Road surfaces can be easily paved continuously.

さらに、第5図に示すように、本発明の方法によって、
広い面積の舗装の施工面に対して、千鳥格子状に舗装部
31を形成し、次に舗装部31に囲まれた未舗装部32
に、舗装部31の上面を案内部材として、前記と同様に
して舗装を施せば、大面積の施工面を容易に舗装するこ
とができ、有利である。
Furthermore, as shown in FIG. 5, by the method of the present invention,
A paved portion 31 is formed in a houndstooth pattern on a paving construction surface of a wide area, and then an unpaved portion 32 surrounded by the paved portion 31 is formed.
In addition, if paving is performed in the same manner as described above using the upper surface of the paved portion 31 as a guide member, it is advantageous because a large area of construction surface can be easily paved.

〈発明の効果〉 本発明の塗装方法によれば、舗装面の舗装、仕上、ある
いは破損の補修を高い作業性で確実に行うことができ、
連続的に表面を所望の形状に仕上げることができ、また
、得られる舗装面は均質である。 また作業を連続的に
迅速に行うことができるため、速硬化性の舗装材を使用
する場合にも有効である。 特に、高い流動性を有する
舗装材を使用しても、これが外部へ流出することがなく
、舗装作業上有利である。
<Effects of the Invention> According to the coating method of the present invention, it is possible to reliably pave, finish, or repair damage on a paved surface with high workability.
The surface can be continuously finished into a desired shape, and the resulting paved surface is homogeneous. Furthermore, since work can be carried out continuously and quickly, it is also effective when using fast-curing paving materials. In particular, even if a paving material with high fluidity is used, it will not flow out to the outside, which is advantageous in terms of paving work.

また、施工途中で、舗装材の施工厚みを調整できる利点
もある。
Another advantage is that the thickness of the paving material can be adjusted during construction.

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

第1図(A)〜(D)は本発明の第1の実施態様を説明
する模式図、第2図は案内部材の補強方法を示す部分拡
大断面図、第3図(A)〜(D)は本発明の第2の実施
態様を説明する模式図、第4図はさらに連続して本発明
の方法を実施する方法を説明する図、第5図は、大面積
の舗装面を本発明の舗装方法に基づいて効率的に行う方
法を説明する図である。 石骨の説明 1.21 2.3 5.6゜ 11.2 12.2 ・・・舗装面、 22.23・・・条溝、 24・・・案内部材、 5・・・舗装材、 6・・・ならし部材 F I G、 1 FIG、3 FIG、2 /
FIGS. 1(A) to (D) are schematic diagrams explaining the first embodiment of the present invention, FIG. 2 is a partially enlarged sectional view showing a method for reinforcing the guide member, and FIGS. ) is a schematic diagram illustrating the second embodiment of the present invention, FIG. 4 is a diagram illustrating a method of continuously implementing the method of the present invention, and FIG. It is a figure explaining the method to carry out efficiently based on the paving method of. Description of stone bones 1.21 2.3 5.6°11.2 12.2 ... Paved surface, 22.23 ... Groove, 24 ... Guide member, 5 ... Paving material, 6 ... Leveling member FIG, 1 FIG, 3 FIG, 2 /

Claims (4)

【特許請求の範囲】[Claims] (1)舗装すべき施工面に条溝を穿設し、該条溝に案内
部材の脚部を植え込み、案内部材のならし部材案内部が
所定の水準になるように配置した後、施工面に舗装材を
流延し、前記案内部材のならし部材案内部に沿って、な
らし部材を移動させ、舗装材の上面を仕上げる工程を含
む舗装方法。
(1) After drilling grooves in the construction surface to be paved, planting the legs of the guide member in the grooves, and arranging the guide member so that the leveling member guide part of the guide member is at a predetermined level, A paving method comprising the steps of: casting a paving material on a surface, moving a leveling member along a leveling member guide portion of the guide member, and finishing the upper surface of the paving material.
(2)舗装すべき施工面の離間した2位置に一対の条溝
を穿設し、該一対の条溝のそれぞれに一対の案内部材の
脚部をそれぞれ植え込み、各案内部材のならし部材案内
部が所定の水準になるように配置した後、該一対の案内
部材の間に舗装材を流し込み、次に前記案内部材の相対
向するならし部材案内部の間に、ならし部材を架け渡し
、該ならし部材を案内部材のならし部材案内部に沿って
移動させて、舗装材の上面を仕上げる工程を含む舗装方
法。
(2) Drill a pair of grooves at two separate positions on the construction surface to be paved, insert the legs of a pair of guide members into each of the pair of grooves, and guide the leveling member of each guide member. After arranging the parts so that they are at a predetermined level, pour the paving material between the pair of guide members, and then bridge the leveling member between the opposing leveling member guide parts of the guide members. , a paving method comprising the step of moving the leveling member along a leveling member guide portion of a guide member to finish the upper surface of the paving material.
(3)既舗装部の外側を舗装する方法であって、舗装す
べき施工面に、条溝を穿設し、該条溝に案内部材の脚部
を植え込み、案内部材のならし部材案内部が所定の水準
になるように配置した後、案内部材と既舗装部の間に舗
装材を流し込み、ならし部材を前記案内部材のならし部
材案内部に沿って移動させ、舗装材の上面を仕上げる工
程を含む舗装方法。
(3) A method of paving the outside of an already paved area, in which grooves are bored in the construction surface to be paved, the legs of the guide member are planted in the grooves, and the leveling member guide part of the guide member is After placing the paving material at a predetermined level, pour the paving material between the guide member and the paved area, move the leveling member along the leveling member guide part of the guide member, and level the top surface of the paving material. A paving method that includes a finishing process.
(4)請求項1〜3のいずれかに記載の方法により形成
された舗装面を前記ならし部材の案内部として順次用い
る請求項1〜3のいずれかに記載の舗装方法。
(4) The paving method according to any one of claims 1 to 3, wherein the paved surface formed by the method according to any one of claims 1 to 3 is sequentially used as a guide part for the leveling member.
JP3184390A 1990-02-13 1990-02-13 Paving method Pending JPH03235806A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP3184390A JPH03235806A (en) 1990-02-13 1990-02-13 Paving method

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP3184390A JPH03235806A (en) 1990-02-13 1990-02-13 Paving method

Publications (1)

Publication Number Publication Date
JPH03235806A true JPH03235806A (en) 1991-10-21

Family

ID=12342337

Family Applications (1)

Application Number Title Priority Date Filing Date
JP3184390A Pending JPH03235806A (en) 1990-02-13 1990-02-13 Paving method

Country Status (1)

Country Link
JP (1) JPH03235806A (en)

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