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JPH0618409U - Pavement floor attachment structure - Google Patents

Pavement floor attachment structure

Info

Publication number
JPH0618409U
JPH0618409U JP5704392U JP5704392U JPH0618409U JP H0618409 U JPH0618409 U JP H0618409U JP 5704392 U JP5704392 U JP 5704392U JP 5704392 U JP5704392 U JP 5704392U JP H0618409 U JPH0618409 U JP H0618409U
Authority
JP
Japan
Prior art keywords
layer
sand
pavement
floor material
crushed stone
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
JP5704392U
Other languages
Japanese (ja)
Inventor
英臣 山本
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.)
Panasonic Electric Works Co Ltd
Original Assignee
Matsushita Electric Works 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 Matsushita Electric Works Ltd filed Critical Matsushita Electric Works Ltd
Priority to JP5704392U priority Critical patent/JPH0618409U/en
Publication of JPH0618409U publication Critical patent/JPH0618409U/en
Pending legal-status Critical Current

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  • Road Paving Structures (AREA)

Abstract

(57)【要約】 【目的】 乾式工法で施工して工期を短縮すると共に工
費を削減する。 【構成】 砕石地業した砕石層1の上に砂地業した砂層
6を積層する。適当なサイズにブロック化した舗装床材
Aを砂層6の上に複数個並べる。各舗装床材Aの裏面に
縦横に格子状に設けた凹溝7に砂層6の砂を食い込ませ
て各舗装床材Aを固定する。
(57) [Summary] [Purpose] A dry method is used to shorten the construction period and reduce the construction cost. [Structure] A sand layer 6 which is a sandstone layer is laminated on a crushed stone layer 1 which is a crushed stone layer. A plurality of paved flooring materials A, which are made into blocks of an appropriate size, are arranged on the sand layer 6. Each pavement floor material A is fixed by making the sand of the sand layer 6 bite into the concave grooves 7 provided in the vertical and horizontal grids on the back surface of each pavement floor material A.

Description

【考案の詳細な説明】[Detailed description of the device]

【0001】[0001]

【産業上の利用分野】[Industrial applications]

本考案は、道路から玄関ポーチまでの間の通路等を舗装するのに用いる舗装床 材の取り付け構造に関し、詳しくは乾式工法で舗装床材を取り付けるのに用いる 構造に関するものである。 The present invention relates to a paving floor material mounting structure used for paving a passage or the like from a road to a front porch, and more particularly to a structure used for mounting a paving floor material by a dry method.

【0002】[0002]

【従来の技術】[Prior art]

従来、住宅において道路から玄関ポーチまでの間の通路等を舗装する場合、図 5に示すように施工していた。つまり、砕石地業にて砕石層1を形成し、砕石層 1の上にコンクリートを流し込んでコンクリート層2を形成し、コンクリート層 2の硬化後、コンクリート層2の上にモルタル層3を設け、モルタル層3の上に みかげ石等の石材4を積層して一体化している。 Conventionally, in the case of paving the passageway from the road to the entrance porch in a house, construction was performed as shown in Fig. 5. That is, the crushed stone layer 1 is formed in the crushed stone ground industry, concrete is poured onto the crushed stone layer 1 to form the concrete layer 2, and after the concrete layer 2 is hardened, the mortar layer 3 is provided on the concrete layer 2. A stone material 4 such as granite is laminated and integrated on the mortar layer 3.

【0003】[0003]

【考案が解決しようとする課題】[Problems to be solved by the device]

ところが、上記従来例にあっては、湿式工法で施工されるため施工に工期がか かると共に工費もかかるという問題があった。 本考案は上記問題点に鑑みてなされたものであって、本考案の目的とするとこ ろは乾式工法で施工できて工期を短縮できると共に工費を削減できる舗装床材の 取り付け構造を提供するにある。 However, in the above-mentioned conventional example, there is a problem that the construction takes a long period of time and the construction cost is required because the construction is carried out by the wet method. The present invention has been made in view of the above problems, and an object of the present invention is to provide a paving floor material mounting structure that can be constructed by a dry method, can shorten the construction period, and can reduce the construction cost. is there.

【0004】[0004]

【課題を解決するための手段】[Means for Solving the Problems]

上記目的を達成するため本考案舗装床材の取り付け構造は、砕石地業した砕石 層1の上に砂地業した砂層6を積層し、適当なサイズにブロック化した舗装床材 Aを砂層6の上に複数個並べ、各舗装床材Aの裏面に縦横に格子状に設けた凹溝 7に砂層6の砂を食い込ませて各舗装床材Aを固定して成ることを特徴とする。 In order to achieve the above object, the mounting structure of the pavement flooring material of the present invention is such that the pavement flooring material A, which is made into a block of appropriate size, is formed by laminating the sandy layer 6 on the crushed stone layer 1 A plurality of pavement floor materials A are arranged on top of each other, and each pavement floor material A is fixed by making the sand of the sand layer 6 bite into the concave grooves 7 provided on the back surface of each pavement floor material A in a grid pattern in the vertical and horizontal directions.

【0005】[0005]

【作用】[Action]

上記構成によれば、工場で予めブロック化して形成した舗装床材Aを砂層6の 上に並べ、舗装床材Aを押さえて凹溝7に砂層6の砂を食い込ませるだけで舗装 床材Aが横にずれにないように固定できる。これにより、舗装床材Aを乾式工法 で取り付け施工でき、工期を短縮できると共に工費を削減できる。 According to the above configuration, the pavement flooring material A, which is pre-blocked and formed in the factory, is arranged on the sand layer 6, and the pavement flooring material A is pressed by pressing the pavement flooring material A and causing the sand of the sand layer 6 to bite into the groove 7. Can be fixed so that it does not shift laterally. As a result, the pavement floor material A can be attached and constructed by the dry method, and the construction period can be shortened and the construction cost can be reduced.

【0006】[0006]

【実施例】【Example】

舗装床材Aは工場で適当な大きさにブロック化して形成されており、コンクリ ート系の基材8の上に表面仕上げ石材9を一体に設けてある。コンクリート系の 基材8としては例えばCFRC(カーボンファイバーレインホースコンクリート )のような材料を用いてある。このCFRCを用いると、高強度で、軽量で、耐 久性があり、寸法安定性があり、耐火性のあるものが得られる。表面仕上げ石材 9としては御影石のような天然石、人造石、タイル等が用いられる。舗装床材A を製造するとき、基材8の裏面には図3に示すように縦横に凹溝7が形成される 。 The paving floor material A is formed in a block into a suitable size in a factory, and a surface finishing stone material 9 is integrally provided on a concrete base material 8. A material such as CFRC (carbon fiber rain hose concrete) is used as the concrete base material 8. The CFRC provides high strength, light weight, durability, dimensional stability, and fire resistance. As the surface finishing stone material 9, natural stone such as granite, artificial stone, tile or the like is used. When the pavement flooring material A 1 is manufactured, concave grooves 7 are formed vertically and horizontally on the back surface of the base material 8 as shown in FIG.

【0007】 しかして上記のように構成せる舗装床材Aを用いて次のように道路と玄関ポー チとの間の通路の舗装工事が行われる。まず地面10を一定の深さ掘削し、掘削 した部分に砕石地業を行って、図1に示すように砕石層1を形成する。本実施例 の場合、2回の砕石地業を行って第1砕石層1aと第2砕石層1bを形成してあ る。次いで砕石層1の上に砂地業を行って砂層6が積層される。この砂層6の砂 にはセメント等の固結剤を混入してあってもよい。砂層6の上には舗装床材Aが 図4に示すように並べられ、舗装床材Aが上から押さえ付けられて砂層6の砂が 凹溝7に食い込み、舗装床材Aが横にずれないように固定される。このとき端部 に位置する舗装床材A′はアンカー等で固定し、複数個の舗装床材Aが横にずれ るのを防止すると、一層舗装床材Aの固定が確実になる。また砂層6にセメント 等の固結剤を混入してあると舗装床材Aが固結剤で固定されて一層固定が確実に なる。However, the paving work of the passage between the road and the entrance porch is performed as follows using the paving floor material A configured as described above. First, the ground 10 is excavated to a certain depth, and the excavated portion is subjected to crushed stone ground work to form a crushed stone layer 1 as shown in FIG. In the case of the present embodiment, the first crushed stone layer 1a and the second crushed stone layer 1b are formed by performing the crushed stone ground work twice. Next, the sand layer 6 is laminated on the crushed stone layer 1 by performing sand industry. The sand of the sand layer 6 may be mixed with a solidifying agent such as cement. The pavement floor material A is arranged on the sand layer 6 as shown in FIG. 4, the pavement floor material A is pressed from above, the sand of the sand layer 6 bites into the groove 7, and the pavement floor material A is laterally displaced. Fixed so that there is no. At this time, if the paving floor material A ′ located at the end is fixed by an anchor or the like to prevent a plurality of paving floor materials A from shifting laterally, the paving floor material A can be fixed more securely. Further, if the sand layer 6 is mixed with a solidifying agent such as cement, the pavement floor material A is fixed with the solidifying agent, and the fixing is further ensured.

【0008】[0008]

【考案の効果】[Effect of device]

本考案は叙述のように砕石地業した砕石層の上に砂地業した砂層を積層し、適 当なサイズにブロック化した舗装床材を砂層の上に複数個並べ、各舗装床材の裏 面に縦横に格子状に設けた凹溝に砂層の砂を食い込ませて各舗装床材を固定して いるので、砕石地業や砂地業をした後、工場で予めブロック化して形成した舗装 床材を砂層の上に並べ、舗装床材を押さえて砂層の砂を舗装床材の裏面の凹溝に 食い込ませることにより舗装床材を固定できるものであって、舗装床材を乾式工 法で取り付け施工でき、工期を短縮できると共に工費を削減できるものである。 The present invention, as described above, stacks a sand layer on a crushed stone layer on a crushed stone layer and arranges a plurality of pavement flooring blocks that are of an appropriate size on the sand layer. Since each pavement floor material is fixed by digging the sand of the sand layer into the grooves formed in a grid pattern in the vertical and horizontal directions on the surface, the pavement floor formed by pre-blocking at the factory after crushing stone and sand It is possible to fix the pavement floor material by arranging the material on the sand layer, pressing the pavement floor material, and making the sand of the sand layer bite into the concave groove on the back surface of the pavement floor material. Installation work can be done, the construction period can be shortened, and the construction cost can be reduced.

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

【図1】本考案の一実施例の一部切欠断面図である。FIG. 1 is a partially cutaway sectional view of an embodiment of the present invention.

【図2】同上の要部を拡大せる断面図である。FIG. 2 is a cross-sectional view showing an enlarged main part of the above.

【図3】同上の舗装床材の裏面から見た斜視図である。FIG. 3 is a perspective view of the above paved flooring material as viewed from the back side.

【図4】同上の舗装床材を施工した状態の平面図であ
る。
FIG. 4 is a plan view showing a state in which the paved flooring material of the same is applied.

【図5】従来例を示す断面図である。FIG. 5 is a cross-sectional view showing a conventional example.

【符号の説明】[Explanation of symbols]

A 舗装床材 1 砕石層 6 砂層 7 凹溝 A Pavement floor material 1 Crushed stone layer 6 Sand layer 7 Recessed groove

Claims (1)

【実用新案登録請求の範囲】[Scope of utility model registration request] 【請求項1】 砕石地業した砕石層の上に砂地業した砂
層を積層し、適当なサイズにブロック化した舗装床材を
砂層の上に複数個並べ、各舗装床材の裏面に縦横に格子
状に設けた凹溝に砂層の砂を食い込ませて各舗装床材を
固定して成ることを特徴とする舗装床材の取り付け構
造。
1. A gravel layer that has been crushed by crushed stone is laminated with a sand layer that has been crushed by sand, and a plurality of paved floor materials that have been made into blocks of an appropriate size are arranged on the sand layer. An attachment structure for paving floor material, characterized in that each paving floor material is fixed by making the sand of the sand layer bite into the grooves formed in a grid pattern.
JP5704392U 1992-08-13 1992-08-13 Pavement floor attachment structure Pending JPH0618409U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP5704392U JPH0618409U (en) 1992-08-13 1992-08-13 Pavement floor attachment structure

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP5704392U JPH0618409U (en) 1992-08-13 1992-08-13 Pavement floor attachment structure

Publications (1)

Publication Number Publication Date
JPH0618409U true JPH0618409U (en) 1994-03-11

Family

ID=13044423

Family Applications (1)

Application Number Title Priority Date Filing Date
JP5704392U Pending JPH0618409U (en) 1992-08-13 1992-08-13 Pavement floor attachment structure

Country Status (1)

Country Link
JP (1) JPH0618409U (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2000511608A (en) * 1997-02-07 2000-09-05 デイトロン インク. Airframe restraining unit and method of manufacturing the same
KR101016193B1 (en) * 2009-11-03 2011-02-24 (주)양지엔지니어링 Low ground power

Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5542944A (en) * 1978-09-19 1980-03-26 Teraoka Shoichi Floor material shaped from waste plastic
JPS627404B2 (en) * 1981-06-22 1987-02-17 Seiichiro Takasaki
JPS62291301A (en) * 1986-06-12 1987-12-18 住友セメント株式会社 Paving block

Patent Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5542944A (en) * 1978-09-19 1980-03-26 Teraoka Shoichi Floor material shaped from waste plastic
JPS627404B2 (en) * 1981-06-22 1987-02-17 Seiichiro Takasaki
JPS62291301A (en) * 1986-06-12 1987-12-18 住友セメント株式会社 Paving block

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2000511608A (en) * 1997-02-07 2000-09-05 デイトロン インク. Airframe restraining unit and method of manufacturing the same
KR101016193B1 (en) * 2009-11-03 2011-02-24 (주)양지엔지니어링 Low ground power

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