JP2684974B2 - Pavement material manufacturing method - Google Patents

Pavement material manufacturing method

Info

Publication number
JP2684974B2
JP2684974B2 JP5276779A JP27677993A JP2684974B2 JP 2684974 B2 JP2684974 B2 JP 2684974B2 JP 5276779 A JP5276779 A JP 5276779A JP 27677993 A JP27677993 A JP 27677993A JP 2684974 B2 JP2684974 B2 JP 2684974B2
Authority
JP
Japan
Prior art keywords
mold
pavement material
hole
filled
manufacturing
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.)
Expired - Fee Related
Application number
JP5276779A
Other languages
Japanese (ja)
Other versions
JPH07124928A (en
Inventor
義明 松澤
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.)
Mitsubishi Materials Corp
Original Assignee
Mitsubishi Materials 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 Mitsubishi Materials Corp filed Critical Mitsubishi Materials Corp
Priority to JP5276779A priority Critical patent/JP2684974B2/en
Publication of JPH07124928A publication Critical patent/JPH07124928A/en
Application granted granted Critical
Publication of JP2684974B2 publication Critical patent/JP2684974B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

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  • Press-Shaping Or Shaping Using Conveyers (AREA)

Description

【発明の詳細な説明】DETAILED DESCRIPTION OF THE INVENTION

【0001】[0001]

【産業上の利用分野】本発明は舗装材の製造方法に関す
る。詳しくは、芝生等を植えることができる舗装材の製
造方法に関する。
FIELD OF THE INVENTION The present invention relates to a method for manufacturing paving materials. Specifically, it relates to a method for manufacturing a pavement material that can be used for planting lawns and the like.

【0002】[0002]

【従来の技術】タイルやレンガ等の舗装材を敷設する
と、舗装面には自然の緑が全くなくなる。また、雨水も
地表に浸み込まず、下水道負荷も高くなる。
2. Description of the Related Art When paving materials such as tiles and bricks are laid, natural green is completely lost on the paved surface. In addition, rainwater does not penetrate the surface of the earth and the sewer load increases.

【0003】そこで、透水性の舗装材や、芝生を植える
ことができるブロックの利用が行なわれるようになって
きた。
Therefore, water-permeable pavement materials and blocks on which lawns can be planted have come to be used.

【0004】芝生を植えることができるブロックとして
は、上面から下面にまで貫通する貫通孔を有したブロッ
クがある。この貫通孔に客土を填め、芝生を植える。
As a block on which lawn can be planted, there is a block having a through hole penetrating from the upper surface to the lower surface. The through hole is filled with the soil and the lawn is planted.

【0005】[0005]

【発明が解決しようとする課題】このような貫通孔付き
のブロックを用いて芝生を植えた場合、芝生の根は貫通
孔の中だけに張るため、芝生の育ちが悪い。また、芝生
は貫通孔の部分にしか生育せず、貫通孔以外の部分はブ
ロック面がむき出しとなり、緑化率が低い。
When a lawn is planted using such a block having a through hole, the lawn grows poorly because the lawn root extends only in the through hole. In addition, the lawn grows only in the through holes, and the block surface is exposed in the parts other than the through holes, and the greening rate is low.

【0006】[0006]

【課題を解決するための手段】本発明の舗装材の製造方
法は、上面から下面まで貫通する、客土を填めるための
貫通孔を有し、該上面には、該貫通孔の上端部から該舗
装材の側縁部にまで達する、客土収容用の凹溝が設けら
れており、該凹溝の底部は凹に湾曲している舗装材の製
造方法であって、下型内に超硬練りコンクリートを充填
し、該舗装材の上面に倣った成形型面を有した上型を該
下型に上方から係合させ、加圧成形し、この成形後、直
ちに脱型し、成形体を養生することを特徴とするもので
ある。
A method for manufacturing a pavement material according to the present invention has a through hole penetrating from the upper surface to the lower surface for filling the soil, and the upper surface has an upper end portion of the through hole. A method for manufacturing a paving material, in which a concave groove for accommodating soil for reaching the side edge portion of the paving material is provided, and the bottom of the concave groove is concave, Filled with super hard kneading concrete, an upper mold having a molding surface that follows the upper surface of the pavement material was engaged with the lower mold from above, and pressure molding was performed. It is characterized by curing the body.

【0007】[0007]

【作用】本発明の舗装材の製造方法において、成形型内
に超硬練りコンクリートを填めて加圧すると、超硬練り
コンクリートが上型の型面に沿って容易に移動する。こ
の結果、型内の隅々まで十分に超硬練りコンクリートを
回らせ、且つ十分に締め固めることができる。
In the method of manufacturing a pavement material of the present invention, when super-hard kneading concrete is filled in the molding die and pressed, the super-hard kneading concrete easily moves along the mold surface of the upper mold. As a result, it is possible to sufficiently rotate the super-hard mixed concrete in every corner of the mold, and also to sufficiently compact the cement.

【0008】[0008]

【実施例】第1図は実施例方法により製造された舗装材
の斜視図、第2図は同平面図、第3図は同側面図、第4
図は第2図のIV−IV線断面図である。
EXAMPLE FIG. 1 is a perspective view of a pavement material manufactured by an example method, FIG. 2 is the same plan view, FIG. 3 is the same side view, and FIG.
The figure is a sectional view taken along the line IV-IV in FIG.

【0009】この舗装材1は、略方形の平面視形状のも
のであり、上面に4個の凸部2が方陣状に配置されてい
る。この舗装材1の中央には、上面から下面まで貫通す
る貫通孔3が設けられている。この貫通孔3に連なるよ
うに、凹溝4が縦横に設けられ、各凸部2同志を区画形
成している。
The pavement material 1 has a substantially rectangular shape in plan view, and four convex portions 2 are arranged in a square shape on the upper surface. At the center of the pavement material 1, a through hole 3 is provided which penetrates from the upper surface to the lower surface. Recessed grooves 4 are provided in the vertical and horizontal directions so as to be continuous with the through holes 3, and each convex portion 2 is formed by division.

【0010】この凹溝4の側面4aは傾斜面であり、底
面4bはこの側面4aに滑らかに連続する凹曲面となっ
ている。この凹溝4の最深部の深さ(凸部2の頂面から
の深さ)は30mm以上となっている。
The side surface 4a of the concave groove 4 is an inclined surface, and the bottom surface 4b is a concave curved surface that smoothly continues to the side surface 4a. The depth of the deepest portion of the concave groove 4 (depth from the top surface of the convex portion 2) is 30 mm or more.

【0011】この舗装材1の4側面の中央には縦溝5が
設けられている。4隅部には、上下に延在する切欠部6
が設けられている。
A vertical groove 5 is provided at the center of the four side surfaces of the pavement material 1. Notches 6 extending vertically are provided at the four corners.
Is provided.

【0012】このように構成された舗装材1は、第5、
6図に示すように、路盤7上に格子状に敷き並べられ
る。なお、第5、6図は駐車場の例に係るものであり、
8は歩行者用の通路を形成する舗装用タイルである。
The pavement material 1 constructed in this way is
As shown in FIG. 6, they are laid out in a grid pattern on the roadbed 7. Incidentally, FIGS. 5 and 6 relate to an example of a parking lot,
8 is a paving tile that forms a passage for pedestrians.

【0013】第5、6図の如く敷き並べると、貫通孔3
のほか、各舗装材1の縦溝5同志及び切欠部6同志が対
面することによっても上下方向孔が形成される。
When laid out as shown in FIGS. 5 and 6, the through hole 3
Besides, the vertical holes are also formed by the vertical grooves 5 and the cutouts 6 of each paving material 1 facing each other.

【0014】そこで、第7〜9図の如く、これらの貫通
孔3及び上下方向孔と凹溝4内に客土9を填め、次い
で、芝生(図示略)を植える。
Therefore, as shown in FIGS. 7 to 9, the soil 9 is filled in the through holes 3 and the vertical holes and the groove 4, and then lawn (not shown) is planted.

【0015】第7図から明らかな通り、地表面は客土9
が広い面積を占めるようになり、舗装材1は、凸部2の
頂面がわずかに露出するだけである。従って、芝生の占
める面積が大きくなり、緑化率がきわめて高い(本実施
例では約75%)ものとなる。
As is clear from FIG. 7, the ground surface is the soil 9
Occupies a large area, and the pavement material 1 is only slightly exposed at the top surface of the convex portion 2. Therefore, the area occupied by the lawn is large, and the greening rate is extremely high (about 75% in this embodiment).

【0016】もちろん、凹溝4が十分に深いため、芝生
の根付きも良好である。また、凹溝4が貫通孔3及び上
下方向孔に連なっているため、水はけも良好である。
Of course, since the groove 4 is sufficiently deep, the rooting of the lawn is also good. Further, since the concave groove 4 is connected to the through hole 3 and the vertical hole, drainage is also good.

【0017】上記実施例では、凸部2は略方形となって
いるが、円形や楕円形、三角形、多角形など各種形状と
しうる。また、凸部2や貫通孔3の数は図示のものに限
定されない。
In the above embodiment, the convex portion 2 has a substantially rectangular shape, but may have various shapes such as a circle, an ellipse, a triangle and a polygon. Further, the numbers of the convex portions 2 and the through holes 3 are not limited to those illustrated.

【0018】この舗装材1は、超硬練りコンクリート
(スランプが実質的にゼロの硬練りコンクリート)を用
いて成形し、即時脱型して製造される。即ち、第10図
の如く、底型10及び側型11よりなる下型内に超硬練
りコンクリート12を充填し、上型13を上方から嵌合
させて加圧成形する。加圧終了後、直ちに脱型し、養生
する。
The pavement material 1 is manufactured by molding using super-hard concrete (hard concrete having substantially no slump) and immediately demolding. That is, as shown in FIG. 10, the cemented concrete 12 is filled in the lower mold consisting of the bottom mold 10 and the side mold 11, and the upper mold 13 is fitted from above to perform pressure molding. Immediately after completion of pressurization, the mold is removed and cured.

【0019】この即時脱型を行なうことにより、型の使
用効率が高いものとなり、製造効率が向上する。
By performing this immediate mold release, the use efficiency of the mold becomes high and the manufacturing efficiency is improved.

【0020】なお、上型13の下面は舗装材1の上面に
倣った形状となっており、舗装材1の凹溝4の底面4b
に対応する凸部13aは緩く凸に湾曲している。この凸
部13aが超硬練りコンクリート12に押し付けられた
場合、超硬練りコンクリート12は凸部13aに沿って
速やかに移動し、凹部13bに充填されるようになる。
このように、材料の流動性が悪い場合でも、型内の隅々
まで材料を十分に回らせ、十分に締め固めることができ
る。
The lower surface of the upper mold 13 has a shape following the upper surface of the pavement material 1, and the bottom surface 4b of the groove 4 of the pavement material 1 is formed.
The convex portion 13a corresponding to is gently curved in a convex shape. When this convex portion 13a is pressed against the cemented concrete 12 with superhardness, the cemented concrete 12 moves quickly along the convex portion 13a and is filled in the recess 13b.
In this way, even if the material has poor fluidity, the material can be satisfactorily rotated to every corner in the mold and sufficiently compacted.

【0021】[0021]

【発明の効果】以上の通り、本発明の舗装材の製造方法
によると、即時脱型により舗装材をきわめて効率良く製
造することができる。
As described above, according to the method of manufacturing a pavement material of the present invention, the pavement material can be manufactured very efficiently by the immediate demolding.

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

【図1】実施例方法により製造された舗装材の斜視図で
ある。
FIG. 1 is a perspective view of a paving material manufactured by an example method.

【図2】実施例方法により製造された舗装材の平面図で
ある。
FIG. 2 is a plan view of a paving material manufactured by an example method.

【図3】実施例方法により製造された舗装材の側面図で
ある。
FIG. 3 is a side view of a pavement material manufactured by an example method.

【図4】図2のIV−IV線に沿う断面図である。FIG. 4 is a sectional view taken along line IV-IV in FIG. 2;

【図5】舗装材の敷設例を示す平面図である。FIG. 5 is a plan view showing an example of laying paving material.

【図6】図5のVI−VI線に沿う断面図である。FIG. 6 is a sectional view taken along the line VI-VI in FIG. 5;

【図7】客土の施工状態を示す平面図である。FIG. 7 is a plan view showing a state of construction of the soil.

【図8】図7のVIII−VIII線に沿う断面図である。8 is a sectional view taken along the line VIII-VIII in FIG.

【図9】図8のIX−IX線に沿う断面図である。FIG. 9 is a sectional view taken along line IX-IX in FIG. 8;

【図10】舗装材の製造方法を示す断面図である。FIG. 10 is a cross-sectional view showing a method of manufacturing a paving material.

【符号の説明】[Explanation of symbols]

1 舗装材 2 凸部 3 貫通孔 4 凹溝 5 縦溝 6 切欠部 9 客土 10 底型 11 側型 12 超硬練りコンクリート 13 上型 DESCRIPTION OF SYMBOLS 1 Pavement material 2 Convex part 3 Through hole 4 Concave groove 5 Vertical groove 6 Notch part 9 Soil 10 Bottom mold 11 Side mold 12 Superhard concrete 13 Upper mold

Claims (1)

(57)【特許請求の範囲】(57) [Claims] 【請求項1】 上面から下面まで貫通する、客土を填め
るための貫通孔を有し、該上面には、該貫通孔の上端部
から該舗装材の側縁部にまで達する、客土収容用の凹溝
が設けられており、該凹溝の底部は凹に湾曲している舗
装材の製造方法であって、 下型内に超硬練りコンクリートを充填し、 該舗装材の上面に倣った成形型面を有した上型を該下型
に上方から係合させ、加圧成形し、 この成形後、直ちに脱型し、成形体を養生することを特
徴とする舗装材の製造方法。
Claim: What is claimed is: 1. A through-hole for penetrating the soil from the upper surface to the lower surface, wherein the upper surface extends from the upper end of the through-hole to the side edge of the paving material. A method of manufacturing a pavement material in which a concave groove for accommodation is provided, and a bottom portion of the concave groove is curved in a concave shape, wherein a cement mold is filled in a lower mold, and the upper surface of the pavement material is filled. A method for producing a pavement material, characterized in that an upper mold having a copying mold surface is engaged with the lower mold from above, pressure molding is performed, and after this molding, the mold is immediately released to cure the molded body. .
JP5276779A 1993-11-05 1993-11-05 Pavement material manufacturing method Expired - Fee Related JP2684974B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP5276779A JP2684974B2 (en) 1993-11-05 1993-11-05 Pavement material manufacturing method

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP5276779A JP2684974B2 (en) 1993-11-05 1993-11-05 Pavement material manufacturing method

Publications (2)

Publication Number Publication Date
JPH07124928A JPH07124928A (en) 1995-05-16
JP2684974B2 true JP2684974B2 (en) 1997-12-03

Family

ID=17574249

Family Applications (1)

Application Number Title Priority Date Filing Date
JP5276779A Expired - Fee Related JP2684974B2 (en) 1993-11-05 1993-11-05 Pavement material manufacturing method

Country Status (1)

Country Link
JP (1) JP2684974B2 (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2012072634A (en) * 2010-09-30 2012-04-12 Yunison:Kk Block with joint keeps

Families Citing this family (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR100646814B1 (en) * 2005-10-12 2006-11-23 이석안 Paving block
WO2007013737A1 (en) * 2005-07-29 2007-02-01 Seok An Lee The paving block
JP2010011805A (en) * 2008-07-04 2010-01-21 Hayashi Bussan Hatsumei Kenkyusho:Kk Green passage, and material for the same
JP7136562B2 (en) * 2018-01-30 2022-09-13 ケイミュー株式会社 Irregular base material and its manufacturing method

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2012072634A (en) * 2010-09-30 2012-04-12 Yunison:Kk Block with joint keeps

Also Published As

Publication number Publication date
JPH07124928A (en) 1995-05-16

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