WO1985000630A1 - Method of finishing surface of outdoor floor - Google Patents

Method of finishing surface of outdoor floor Download PDF

Info

Publication number
WO1985000630A1
WO1985000630A1 PCT/JP1984/000386 JP8400386W WO8500630A1 WO 1985000630 A1 WO1985000630 A1 WO 1985000630A1 JP 8400386 W JP8400386 W JP 8400386W WO 8500630 A1 WO8500630 A1 WO 8500630A1
Authority
WO
WIPO (PCT)
Prior art keywords
layer
outdoor floor
resin
coat
ground
Prior art date
Application number
PCT/JP1984/000386
Other languages
English (en)
French (fr)
Japanese (ja)
Inventor
Yasuyoshi Taniguchi
Wataru Tashiro
Takeshi Yamaguchi
Fujio Iwata
Original Assignee
Nakayamaseikosho Co., 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 Nakayamaseikosho Co., Ltd. filed Critical Nakayamaseikosho Co., Ltd.
Publication of WO1985000630A1 publication Critical patent/WO1985000630A1/ja

Links

Classifications

    • E—FIXED CONSTRUCTIONS
    • E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01C—CONSTRUCTION OF, OR SURFACES FOR, ROADS, SPORTS GROUNDS, OR THE LIKE; MACHINES OR AUXILIARY TOOLS FOR CONSTRUCTION OR REPAIR
    • E01C7/00—Coherent pavings made in situ
    • E—FIXED CONSTRUCTIONS
    • E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01C—CONSTRUCTION OF, OR SURFACES FOR, ROADS, SPORTS GROUNDS, OR THE LIKE; MACHINES OR AUXILIARY TOOLS FOR CONSTRUCTION OR REPAIR
    • E01C7/00—Coherent pavings made in situ
    • E01C7/08—Coherent pavings made in situ made of road-metal and binders
    • E01C7/30—Coherent pavings made in situ made of road-metal and binders of road-metal and other binders, e.g. synthetic material, i.e. resin
    • E—FIXED CONSTRUCTIONS
    • E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01C—CONSTRUCTION OF, OR SURFACES FOR, ROADS, SPORTS GROUNDS, OR THE LIKE; MACHINES OR AUXILIARY TOOLS FOR CONSTRUCTION OR REPAIR
    • E01C11/00—Details of pavings
    • E01C11/16—Reinforcements
    • E01C11/165—Reinforcements particularly for bituminous or rubber- or plastic-bound pavings
    • E—FIXED CONSTRUCTIONS
    • E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01C—CONSTRUCTION OF, OR SURFACES FOR, ROADS, SPORTS GROUNDS, OR THE LIKE; MACHINES OR AUXILIARY TOOLS FOR CONSTRUCTION OR REPAIR
    • E01C13/00—Pavings or foundations specially adapted for playgrounds or sports grounds; Drainage, irrigation or heating of sports grounds
    • E01C13/06—Pavings made in situ, e.g. for sand grounds, clay courts E01C13/003
    • E01C13/065—Pavings made in situ, e.g. for sand grounds, clay courts E01C13/003 at least one in situ layer consisting of or including bitumen, rubber or plastics

Definitions

  • Invention is a break coat, such as a tennis court. * Newly adopted for school grounds, streets and sidewalks in parks.
  • Outdoor Breakfast Tray co-over door 3 ⁇ 4 especially various 3 ⁇ 4 also in the hands Interview scan co-over door Thailand Pugaa, old phrase so-called over emissions co-over door, click Tray co-over door or A down-flops one force Ko door
  • they are easy-to-use and soil-coated, etc.
  • They have been the mainstream of teniscourt for a long time because they can be constructed at low cost.
  • maintenance is always troublesome.
  • the lawn coat has a laborious and costly profile point for the growth of turf.
  • the other three coats are always rolled and smoothed by pressing the surface.
  • Coatings with a urethane finish are particularly prone to surface separation after permanent use.
  • the luxury cost was 0 mag.
  • Fig. 1 is a schematic longitudinal sectional view showing an example of an outdoor floor obtained by the present invention method.
  • Figs. 2 and 3 are schematic plan views of another embodiment.
  • Fig. 1 shows a metal net directly on a sand or soil base layer 1. It shows an outdoor floor that covers the body 2 and has a porous resin connection layer 3 formed on it.
  • the metal mesh 2 is a resin concrete * It functions as a reinforcing core for the concrete layer 3 because it is integrally bonded to the concrete layer 3 *
  • the so-called “expanded metal” is most preferably adopted
  • the granular aggregate 31 " ⁇ constituting the porous resin-concrete layer 3 is a rounded gravel having a particle diameter of 1» to 15 «, and the shape and the particle diameter are relatively small. It is possible to use a small amount of binding resin liquid because it is used * It is preferable in that it can increase the porosity and looks good * In this sense
  • the gravel collected near the mouth of the river Taoru or near the estuary or on the coast is very suitable.
  • the binder resin that binds each other is * Urethane, Epoxy, Polyester, Synthetic resin binders such as Acryl (preferably methyl methacrylate).
  • One-part, moisture-curing urethane especially because of its excellent weather resistance, excellent aqueous properties, and ease of handling.
  • ⁇ - granular bone is most preferably used with tan 31-and the combined debris and kneading ratio should be determined to the extent that the bones can bind to each other.
  • the average m5 ⁇ ⁇ The above ball is a one-part, moisture-cured urethane.
  • Fig. 1 is a more detailed description of the method of the present invention. * Or, the soil underlayer 1 is flattened by rolling it with a mouth roller. In the case of the construction of the space, a water ditch is added by calculation and a water ditch is provided around ⁇ o Metal net such as an ex-band metal on this base layer 1 Covering 2 * Net to be attached and detached 2 Join parts of the two are simply overlapped or speared by welding, or read in with appropriate fasteners. O This net 2 is protected in advance.
  • Metal net such as an ex-band metal on this base layer 1 Covering 2 * Net to be attached and detached 2 Join parts of the two are simply overlapped or speared by welding, or read in with appropriate fasteners. O This net 2 is protected in advance.
  • Granular aggregate 31 ⁇ Depend on the purpose, arbitrarily determine the particle size (for example, 2 to 5 ⁇ in case of te-coat) Lay on the underlying layer 1 covered with 2 to a thickness of S ⁇ 30 «» * Press the surface with a solvent and press it to finish it smoothly o Aggregate when naturally hardened in 3 to 4 hours 31 Comrades are joined by Kashiwa Watari, and * Network 2 is united and the mesh of Network 2!
  • the dye or the dye may be appropriately added to the binder resin solution before kneading. Do you add a paint? * It is only necessary to apply the desired paint on the surface of the resin concrete layer 3 after curing is formed. ⁇ Especially in the case of a test coat, in the coat I »and the coat Coloring the surrounding area with the above method is effective for enhancing the fitting performance with force rough ⁇
  • the outdoor floor thus obtained has a porous resin-concrete layer 3 on the surface. * When this is applied to a break-coat such as a test-coat, The water sprinkled on the ground quickly accumulates on the surface, and quickly penetrates into the underlayer 1 through the gap in the resin layer 9 1st layer 3 * Therefore, immediately after rainfall or watering, * The moisture contained in the underlayer 1 and the concrete layer 3 evaporates through the air fleet of the concrete layer 9 and the layer 3 (Ru)
  • the middle garment 4 is an upper beard ⁇ Stable and established a ⁇ c 3 ⁇ 4c 3 ⁇ 4 ⁇ 2 2 2 ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ * Water cooling can be maintained in the course of the event # 3. * Cooling port fruits by the teaching water are naturally very fast.
  • FIG. 3 shows an example that does not flow further.
  • Underlayer 1 lay C crushed stones and dreams, apply a synthetic resin film 5 on it, and after 7 tons * Further on the above, Metallic mesh 2 3 ⁇ 4 containing resin container 9-layer 3 3 ⁇ 4 Beta ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇
  • Synthetic tree film 5 prevents permeation to the underlayer 1 * Water retention of concrete layer 3 O It is expected to have an effect such as a change in the value of the ozone. * Note that each of the above-mentioned actual ICs is used. * The expanse meter is used as the metal net 2, but other metals are used.

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Road Paving Structures (AREA)
  • Floor Finish (AREA)
PCT/JP1984/000386 1983-08-01 1984-07-30 Method of finishing surface of outdoor floor WO1985000630A1 (en)

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
JP58141581A JPS6033906A (ja) 1983-08-01 1983-08-01 屋外床の表面仕上げ法
JP58/141581 1983-08-01

Publications (1)

Publication Number Publication Date
WO1985000630A1 true WO1985000630A1 (en) 1985-02-14

Family

ID=15295318

Family Applications (1)

Application Number Title Priority Date Filing Date
PCT/JP1984/000386 WO1985000630A1 (en) 1983-08-01 1984-07-30 Method of finishing surface of outdoor floor

Country Status (3)

Country Link
JP (1) JPS6033906A (GUID-C5D7CC26-194C-43D0-91A1-9AE8C70A9BFF.html)
KR (1) KR850002854A (GUID-C5D7CC26-194C-43D0-91A1-9AE8C70A9BFF.html)
WO (1) WO1985000630A1 (GUID-C5D7CC26-194C-43D0-91A1-9AE8C70A9BFF.html)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
FR2807078A1 (fr) 2000-03-29 2001-10-05 Envirosport Revetement de sol sportif, notamment pour courts de tennis et autres jeux de balles

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
GB202401266D0 (en) * 2024-01-31 2024-03-13 Vuba Building Products Ltd Surface structure including a mesh and method of forming the same

Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5062326U (GUID-C5D7CC26-194C-43D0-91A1-9AE8C70A9BFF.html) * 1973-10-01 1975-06-07
JPS51114418A (en) * 1975-04-01 1976-10-08 Sho Bond Const Waterrpermeable materials
JPS54147622A (en) * 1978-05-02 1979-11-19 Schmidt Bernard L Flooring pavement and its preparation

Family Cites Families (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5758705A (en) * 1980-09-22 1982-04-08 Hayakawa Rubber Construction of soil sports cort
JPS5862201A (ja) * 1981-10-06 1983-04-13 佐藤道路株式会社 網強化樹脂舗装

Patent Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5062326U (GUID-C5D7CC26-194C-43D0-91A1-9AE8C70A9BFF.html) * 1973-10-01 1975-06-07
JPS51114418A (en) * 1975-04-01 1976-10-08 Sho Bond Const Waterrpermeable materials
JPS54147622A (en) * 1978-05-02 1979-11-19 Schmidt Bernard L Flooring pavement and its preparation

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
FR2807078A1 (fr) 2000-03-29 2001-10-05 Envirosport Revetement de sol sportif, notamment pour courts de tennis et autres jeux de balles

Also Published As

Publication number Publication date
KR850002854A (ko) 1985-05-20
JPH0358002B2 (GUID-C5D7CC26-194C-43D0-91A1-9AE8C70A9BFF.html) 1991-09-04
JPS6033906A (ja) 1985-02-21

Similar Documents

Publication Publication Date Title
CN110041005B (zh) 一种透水混凝土用增强剂及其制备方法和施工工艺
JP2529801B2 (ja) 改善された透水性コンクリ―ト舗装の製造方法
CN106278005A (zh) 无机系透水混凝土及其施工工艺和应用
WO1985000630A1 (en) Method of finishing surface of outdoor floor
JP3478431B2 (ja) 道路構造物およびその施工方法
KR100266876B1 (ko) 투수 콘크리트
JPS59206502A (ja) 透水性セメントコンクリ−ト構築物の製造法
JPH0534299B2 (GUID-C5D7CC26-194C-43D0-91A1-9AE8C70A9BFF.html)
JP2001507327A (ja) 透水性を有する外層被覆材
CN210194383U (zh) 一种彩色跑道的路面结构
JP2625343B2 (ja) 耐退色性、透水性表面舗装材
JP2544970B2 (ja) 硬化性土壌組成物及び土壌硬化工法
US1355833A (en) Sand-base road
JP3377437B2 (ja) 透水性弾性舗装用材料、透水性弾性舗装体、及び透水性弾性舗装用敷設板
JP2546902B2 (ja) トラックの舗設方法
JP2001146703A (ja) 透水性ブロックおよびその製造方法
KR0134989B1 (ko) 세립도 투수 콘크리트의 박층 포장방법
JPS60156804A (ja) 透水性コンクリ−トブロツク
JP2000319806A (ja) 高性能道路構造及びその施工方法
FR2494739A1 (fr) Revetement pour terrains de sports
JP3212544B2 (ja) 路盤表層組成物及びそれを用いた路盤表層材、及びそれを用いた路盤表層処理方法
JPS62179588A (ja) クレイコンデイシヨナ−及びその製造法
JPS60212503A (ja) レジンコンクリ−トによる舗装方法
JPH0543804B2 (GUID-C5D7CC26-194C-43D0-91A1-9AE8C70A9BFF.html)
JPS63194005A (ja) 透水性焼結ブロックの製造方法

Legal Events

Date Code Title Description
AK Designated states

Designated state(s): US

AL Designated countries for regional patents

Designated state(s): DE FR GB