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CONSTRUCTION METHOD OF WATER RETENTIVE PAVEMENT
To provide a construction method for a cast-in-place water-retentive pavement capable of being constructed with little labor in a short time.SOLUTION: A method for constructing the cast-in-place water retentive pavement comprises the steps of: (A) a steps of leveling a water retentive cement milk on a roadbed, (B) a step of placing a porous concrete so that a part (lower part) of the porous concrete is immersed in the water retentive cement milk, (C) compacting, leveling, and then curing porous concrete; in porous concrete, a unit amount of cement is 125 - 950 kg/m3, a unit amount of fine aggregate is 40 - 350 kg/m3, a unit amount of coarse aggregate is 1100 to 2100 kg/m3, and a unit amount of water is 20 -180 kg/m3, a unit amount of thickener or non-separating admixture in water is 0.5-6.0 kg/m3, and a blending amount of high-performance water-reducing agent or high-performance AE-water-reducing agent is 1.7-6.0 mass% to cement.SELECTED DRAWING: Figure 1
【課題】短時間で少ない労力で施工ができる現場打ち保水性舗装の施工方法を提供する。【解決手段】(A)路盤上に保水性セメントミルクを敷き均す工程、(B)ポーラスコンクリートの一部(下部)が、前記保水性セメントミルクに浸されるようにポーラスコンクリートを打設する工程、(C)ポーラスコンクリートを締固めて敷き均した後、養生する工程、を含む現場打ち保水性舗装の施工方法であって、ポーラスコンクリートが、セメントの単位量が125〜950kg/m3、細骨材の単位量が40〜350kg/m3、粗骨材の単位量が1100〜2100kg/m3、水の単位量が20〜180kg/m3、増粘剤又は水中不分離性混和剤の単位量が0.5〜6.0kg/m3、および高性能減水剤又は高性能AE減水剤の配合量がセメントに対して1.7〜6.0質量%である。【選択図】図1
CONSTRUCTION METHOD OF WATER RETENTIVE PAVEMENT
To provide a construction method for a cast-in-place water-retentive pavement capable of being constructed with little labor in a short time.SOLUTION: A method for constructing the cast-in-place water retentive pavement comprises the steps of: (A) a steps of leveling a water retentive cement milk on a roadbed, (B) a step of placing a porous concrete so that a part (lower part) of the porous concrete is immersed in the water retentive cement milk, (C) compacting, leveling, and then curing porous concrete; in porous concrete, a unit amount of cement is 125 - 950 kg/m3, a unit amount of fine aggregate is 40 - 350 kg/m3, a unit amount of coarse aggregate is 1100 to 2100 kg/m3, and a unit amount of water is 20 -180 kg/m3, a unit amount of thickener or non-separating admixture in water is 0.5-6.0 kg/m3, and a blending amount of high-performance water-reducing agent or high-performance AE-water-reducing agent is 1.7-6.0 mass% to cement.SELECTED DRAWING: Figure 1
【課題】短時間で少ない労力で施工ができる現場打ち保水性舗装の施工方法を提供する。【解決手段】(A)路盤上に保水性セメントミルクを敷き均す工程、(B)ポーラスコンクリートの一部(下部)が、前記保水性セメントミルクに浸されるようにポーラスコンクリートを打設する工程、(C)ポーラスコンクリートを締固めて敷き均した後、養生する工程、を含む現場打ち保水性舗装の施工方法であって、ポーラスコンクリートが、セメントの単位量が125〜950kg/m3、細骨材の単位量が40〜350kg/m3、粗骨材の単位量が1100〜2100kg/m3、水の単位量が20〜180kg/m3、増粘剤又は水中不分離性混和剤の単位量が0.5〜6.0kg/m3、および高性能減水剤又は高性能AE減水剤の配合量がセメントに対して1.7〜6.0質量%である。【選択図】図1
CONSTRUCTION METHOD OF WATER RETENTIVE PAVEMENT
保水性舗装の施工方法
KISHIRA RYO (author) / KAJIO SATOSHI (author) / HIGUCHI TAKAYASU (author)
2019-04-11
Patent
Electronic Resource
Japanese
IPC:
E01C
Bau von Straßen, Sportplätzen oder dgl., Decken dafür
,
CONSTRUCTION OF, OR SURFACES FOR, ROADS, SPORTS GROUNDS, OR THE LIKE
INJECTION MATERIAL FOR WATER RETENTIVE PAVEMENT AND WATER RETENTIVE PAVEMENT BODY
European Patent Office | 2017
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