JPH0657705A - Pavement subgrade material installation structure - Google Patents

Pavement subgrade material installation structure

Info

Publication number
JPH0657705A
JPH0657705A JP21596092A JP21596092A JPH0657705A JP H0657705 A JPH0657705 A JP H0657705A JP 21596092 A JP21596092 A JP 21596092A JP 21596092 A JP21596092 A JP 21596092A JP H0657705 A JPH0657705 A JP H0657705A
Authority
JP
Japan
Prior art keywords
layer
paving
paving floor
tightening
blocks
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.)
Withdrawn
Application number
JP21596092A
Other languages
Japanese (ja)
Inventor
Hideomi Yamamoto
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 JP21596092A priority Critical patent/JPH0657705A/en
Publication of JPH0657705A publication Critical patent/JPH0657705A/en
Withdrawn legal-status Critical Current

Links

Landscapes

  • Road Paving Structures (AREA)

Abstract

PURPOSE:To reduce the construction cost and period by a dry construction method. CONSTITUTION:A compacted sand layer is constructed on a crushed stone layer which is compacted on a bearing ground. Blocks of paving material A which is divided into an appropriate size are placed over the sand layer. Each block of the material A has a penetrating hole 7 within itself in a horizontal direction in such a way as to correspond to the holes in other blocks, and a locking bolt 8 is inserted to penetrate the holes 7 in the blocks of the material A. Blocks of the material A are bound together by a locknut 9 which has a matching thread with that of the bolt 8.

Description

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

【0001】[0001]

【産業上の利用分野】本発明は、道路から玄関ポーチと
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。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a structure for mounting a paving floor material used for paving a passage or the like between a road and a entrance porch, and more particularly to a structure used for mounting a paving floor material by a dry method. It is a thing.

【0002】[0002]

【従来の技術】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6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。
2. Description of the Related Art Conventionally, when paving a passage or the like between a road and a entrance porch in a house, the construction is performed as shown in FIG. In other words, the crushed stone layer 1 is formed in the crushed stone ground work,
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 and the stone material 4 such as granite is laminated on the mortar layer 3. Are integrated.

【0003】[0003]

【発明が解決しようとする課題】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。本発明は
上記問題点に鑑みてなされたものであって、本発明の目
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 because it is constructed by the wet construction 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 construction method to shorten the construction period and reduce the construction cost. .

【0004】[0004]

【課題を解決するための手段】上記目的を達成するため
本発明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内に水平方向に貫通するように穿設した挿通
孔7を対応させると共に複数個の舗装床材Aに亙るよう
に挿通孔7に締め付けボルト8を挿通し、締め付けボル
ト8に螺合した締め付けナット9にて複数個の舗装床材
Aを締結して成ることを特徴とする。
In order to achieve the above object, the paving floor material mounting structure of the present invention has a structure in which a sand layer 6 of sand ground is layered on a crushed stone layer 1 of crushed rock ground to form an appropriate size block. A plurality of the paved floor materials A are arranged on the sand layer 6, and the insertion holes 7 formed so as to penetrate in the paved floor materials A in the horizontal direction are made to correspond to the paved floor materials A and the paved floor materials A are covered. The fastening bolt 8 is inserted into the insertion hole 7, and a plurality of paving floor materials A are fastened with a fastening nut 9 screwed to the fastening bolt 8.

【0005】またコンクリート系の基材10の上に表面
仕上げ石材11を一体に装着した舗装床材Aを用いるこ
とを特徴とすることも好ましい。
It is also preferable to use a paving floor material A in which a surface-finished stone material 11 is integrally mounted on a concrete base material 10.

【0006】[0006]

【作用】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、複数個の舗装
床材Aを締め付けボルト8と締め付けナット9で締結し
て舗装床材Aを取り付けることができる。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 construction, the pavement floor material A formed by being pre-blocked in the factory is arranged on the sand layer 6, and the plurality of pavement floor materials A are fastened with the tightening bolts 8 and the tightening nuts 9. Material A can be attached. This allows
The pavement floor material A can be installed by the dry method, and the construction period can be shortened and the construction cost can be reduced.

【0007】[0007]

【実施例】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10の上
に表面仕上げ石材11を一体に設けてある。コンクリー
ト系の基材10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11としては御影石のような
天然石、人造石等が用いられる。舗装床材Aを製造する
とき、基材10内には一体にパイプ12が埋設され、こ
のパイプ12にて水平方向に貫通する挿通孔7が形成さ
れる。このパイプ12は縦方向及び横方向に埋設され、
縦方向及び横方向に挿通孔7が形成されている。
EXAMPLE A paving floor material A is formed in a block into a suitable size in a factory, and a surface finishing stone material 11 is integrally provided on a concrete base material 10. As the concrete base material 10, a material such as CFRC (carbon fiber rain hose concrete) is used. With this CFRC, high strength, light weight,
It is durable, dimensionally stable and fire resistant. As the surface finishing stone material 11, natural stone such as granite, artificial stone, or the like is used. When the paving floor material A is manufactured, the pipe 12 is integrally embedded in the base material 10, and the insertion hole 7 penetrating in the horizontal direction is formed by the pipe 12. This pipe 12 is buried vertically and horizontally,
Through holes 7 are formed in the vertical and horizontal directions.

【0008】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13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2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3に
示すように並べられ、隣り合う舗装床材Aの挿通孔7が
対応させられる。複数個の舗装床材Aに亙るように挿通
孔7に締め付けボルト8が挿通され、端部に位置する舗
装床材Aの側端面で締め付けボルト8に締め付けナット
9が螺合され、締め付けナット9を締め付けることによ
り、複数個の舗装床材Aが締結されて舗装床材Aが砂層
6の上に固定される。締め付けナット9は端部に夫々2
個づつ螺合してダブルナット構造として緩み止めをして
ある。締め付けボルト8や締め付けナット9は例えばス
テンレス鋼にて形成されている。締め付けボルト8を挿
通して複数個の舗装床材Aを締結するとき、縦方向及び
横方向の挿通孔7の両方に挿通して縦方向及び横方向の
両方を締結しても、いずれか一方であってもよい。
However, the paving floor material A constructed as described above
Is used to pave the passage between the road and the entrance porch as follows. First, excavate the ground 13 to a certain depth,
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 this 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. A solidifying agent such as cement may be mixed in the sand of the sand layer 6. The pavement floor materials A are arranged on the sand layer 6 as shown in FIG. 3, and the insertion holes 7 of the adjacent pavement floor materials A are made to correspond to each other. A tightening bolt 8 is inserted through the insertion hole 7 so as to extend over the plurality of paving floor materials A, and a tightening nut 9 is screwed to the tightening bolt 8 at the side end surface of the paving floor material A located at the end portion. By tightening, the plurality of paving floor materials A are fastened and the paving floor material A is fixed on the sand layer 6. Tightening nuts 9 are 2 at each end
It is screwed one by one to prevent it from loosening as a double nut structure. The tightening bolt 8 and the tightening nut 9 are made of, for example, stainless steel. When a plurality of paving floor materials A are fastened by inserting the tightening bolts 8, either one of the vertical and horizontal through holes 7 is fastened and both the vertical and horizontal directions are fastened. May be

【0009】また図3の縦方向の両側の端部に位置する
舗装床材A′の場合、図4に示すように基材10の側端
面にも表面仕上げ石材11を積層してあり、挿通孔7に
対応する部分で表面仕上げ石材11には開口14を設け
てあり、開口14の奥で基材10にはナット収納凹部1
5を設けてある。そしてナット収納凹部15に締め付け
ナット9を収納して締め付けてあり、開口14にはゴム
キャップ等のキャップ19を被着してある。また舗装床
材A′の基材10にはアンカー16を埋設してあり、ア
ンカー16にステンレス鋼製の補強材17を取り付けて
ある。この補強材17は砂層6内に埋設され、補強材1
7は補強の役目以外に舗装床材A′の横ずれを防止する
作用をするようになっている。
Further, in the case of the paving floor material A'located at both ends in the vertical direction of FIG. 3, the surface finishing stone material 11 is laminated also on the side end surface of the base material 10 as shown in FIG. An opening 14 is provided in the surface finishing stone material 11 at a portion corresponding to the hole 7, and the nut storing recess 1 is formed in the base material 10 at the back of the opening 14.
5 is provided. The tightening nut 9 is housed and tightened in the nut housing recess 15, and a cap 19 such as a rubber cap is attached to the opening 14. An anchor 16 is embedded in the base material 10 of the paving floor material A ′, and a reinforcing material 17 made of stainless steel is attached to the anchor 16. This reinforcing material 17 is embedded in the sand layer 6 and
7 has a function of preventing lateral displacement of the pavement flooring material A'in addition to the function of reinforcement.

【0010】また締め付けボルト8を所定長さを超えて
挿通する場合は、締め付けボルト8が接続して挿通され
る。つまり締め付けボルト8の端部には半割り部18を
設けてあり、各半割り部18に夫々凹凸嵌合部18aを
設けてある。そして一対の締め付けボルト8の半割り部
18同士を重ねると共に凹凸嵌合部18a同士を嵌合
し、挿通孔7に挿通することにより締め付けボルト8を
接続している。このように締め付けボルト8を接続して
挿通すると、必要以上長い締め付けボルト8を用意する
必要がなく、締め付けボルト8の挿通がしやすいと共に
狭いスペースの施工場所でも簡単に施工できる。
When the tightening bolt 8 is inserted beyond a predetermined length, the tightening bolt 8 is connected and inserted. That is, the tightening bolt 8 is provided with a half-divided portion 18 at the end thereof, and each half-divided portion 18 is provided with an uneven fitting portion 18a. Then, the half bolts 18 of the pair of tightening bolts 8 are overlapped with each other, the concave and convex fitting portions 18 a are fitted to each other, and are inserted into the insertion holes 7, whereby the tightening bolts 8 are connected. When the tightening bolt 8 is connected and inserted as described above, it is not necessary to prepare the tightening bolt 8 longer than necessary, and the tightening bolt 8 can be easily inserted and can be easily installed even in a narrow space.

【0011】[0011]

【発明の効果】本発明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
材内に水平方向に貫通するように穿設した挿通孔を対応
させると共に複数個の舗装床材に亙るように挿通孔に締
め付けボルトを挿通し、締め付けボルトに螺合した締め
付けナットにて複数個の舗装床材を締結しているので、
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、複数個の舗装床材
を締め付けボルトと締め付けナットで締結して舗装床材
を取り付けることが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。
INDUSTRIAL APPLICABILITY As described above, according to the present invention, a sand layer formed by sand sand is laminated on a crushed stone layer formed by crushed stone, and a plurality of paving floor materials, which are blocked to a suitable size, are arranged on the sand layer. Correspond to the insertion holes that are drilled horizontally through the floor material, and insert the tightening bolts through the insertion holes so that it spans multiple paving floor materials, and use multiple tightening nuts that are screwed into the tightening bolts. Since we are fastening individual pavement floor materials,
After crushing stone or sand, and laying the pavement floor materials that have been pre-blocked at the factory on the sand layer, attach the pavement floor materials by fastening multiple pavement floor materials with fastening bolts and fastening nuts. The pavement floor material can be installed by the dry method, and 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】本発明の一実施例の要部の一部切欠断面図であ
る。
FIG. 1 is a partially cutaway sectional view of an essential part of an embodiment of the present invention.

【図2】同上の舗装床材を取り付けた状態を示す一部切
欠断面図である。
FIG. 2 is a partially cutaway cross-sectional view showing a state in which the paving floor material of the above is attached.

【図3】同上の舗装床材を取り付けた状態の平面図であ
る。
FIG. 3 is a plan view showing a state in which the paving floor material of the same is attached.

【図4】図3の要部の拡大断面図である。FIG. 4 is an enlarged cross-sectional view of a main part of FIG.

【図5】同上の締め付けボルトの接続を示し、(a)は
接続状態を示す正面図、(b)は分解正面図である。
5A and 5B show the connection of the above tightening bolts, FIG. 5A is a front view showing a connected state, and FIG. 5B is an exploded front view.

【図6】従来例を示す断面図である。FIG. 6 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 挿通孔 8 締め付けボルト 9 締め付けナット A Pavement floor material 1 Crushed stone layer 6 Sand layer 7 Insertion hole 8 Tightening bolt 9 Tightening nut

Claims (2)

【特許請求の範囲】[Claims] 【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、各舗装床材内に水平方向に貫通
するように穿設した挿通孔を対応させると共に複数個の
舗装床材に亙るように挿通孔に締め付けボルトを挿通
し、締め付けボルトに螺合した締め付けナットにて複数
個の舗装床材を締結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 paving floor materials that have been made into blocks of an appropriate size are arranged on the sand layer. Corresponds to the through holes that are drilled through, and inserts tightening bolts through the through holes so that it covers multiple paving floor materials, and fastens multiple paving floor materials with tightening nuts that are screwed into the tightening bolts. An installation structure for paving floor material, which is characterized in that
【請求項2】 コンクリート系の基材の上に表面仕上げ
石材を一体に装着した舗装床材を用いることを特徴とす
る請求項1記載の舗装床材の取り付け構造。
2. The paving floor material mounting structure according to claim 1, wherein a paving floor material in which a surface finishing stone material is integrally mounted on a concrete base material is used.
JP21596092A 1992-08-13 1992-08-13 Pavement subgrade material installation structure Withdrawn JPH0657705A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP21596092A JPH0657705A (en) 1992-08-13 1992-08-13 Pavement subgrade material installation structure

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP21596092A JPH0657705A (en) 1992-08-13 1992-08-13 Pavement subgrade material installation structure

Publications (1)

Publication Number Publication Date
JPH0657705A true JPH0657705A (en) 1994-03-01

Family

ID=16681098

Family Applications (1)

Application Number Title Priority Date Filing Date
JP21596092A Withdrawn JPH0657705A (en) 1992-08-13 1992-08-13 Pavement subgrade material installation structure

Country Status (1)

Country Link
JP (1) JPH0657705A (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN105484122A (en) * 2015-12-18 2016-04-13 路金铭 Ecological permeable pavement and construction method thereof
CN108560352A (en) * 2017-12-28 2018-09-21 中冶建筑研究总院有限公司 A kind of stone decoration road surface and preparation method thereof

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN105484122A (en) * 2015-12-18 2016-04-13 路金铭 Ecological permeable pavement and construction method thereof
CN108560352A (en) * 2017-12-28 2018-09-21 中冶建筑研究总院有限公司 A kind of stone decoration road surface and preparation method thereof

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Effective date: 19991102