JPH06123101A - Constructing method for base using scrap-shaped rubber chip as aggregate and foundation ground - Google Patents

Constructing method for base using scrap-shaped rubber chip as aggregate and foundation ground

Info

Publication number
JPH06123101A
JPH06123101A JP36104491A JP36104491A JPH06123101A JP H06123101 A JPH06123101 A JP H06123101A JP 36104491 A JP36104491 A JP 36104491A JP 36104491 A JP36104491 A JP 36104491A JP H06123101 A JPH06123101 A JP H06123101A
Authority
JP
Japan
Prior art keywords
base
aggregate
scrap
rubber chips
foundation ground
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
JP36104491A
Other languages
Japanese (ja)
Inventor
Hisao Kobayashi
久男 小林
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.)
Individual
Original Assignee
Individual
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 Individual filed Critical Individual
Priority to JP36104491A priority Critical patent/JPH06123101A/en
Publication of JPH06123101A publication Critical patent/JPH06123101A/en
Pending legal-status Critical Current

Links

Abstract

PURPOSE:To construct a base and a foundation ground with measures taken against even soft geological nature or an ill drained place by cutting and breaking a used rubber tire into chip, and utilizing it as a constructing aggregate. CONSTITUTION:The shape of base construction is formed by filling a cut on a bottom soil 1, and its inner face is spreadly covered by a permeable sheet, and scrap-shaped rubber chips 3 are filled up inside it. The permeable sheet prevents the burying of the rubber chips 3 into the bottom soil 3, and the upper part of a layer filled with the rubber chips 3 is provided with an unscreened gravel layer 4 to uniformly scatter load transmitted from a road surface. In addition, a substrate pavement 5 and a finished pavement 6 for the road surface are executed on the unscreened gravel layer 4, and as occasion demands, curb stone 7, drain closed conduit 8 and drain pipe line 9 are provided.

Description

【発明の詳細な説明】 道路や軌道や空港の滑走路等重量物が走行する構造物の
基礎は従来砂利・砂・土砂等を鎮圧締め固めして土石粒
が自由に移動出来ない様に落着かせてその目的を達して
いる。しかし近年は骨材資源も何処でても自由に最も適
した品質の物が得難いのが実状である。一方建設工事の
実施場所も軟弱な地質や地下水位が高い所や凍結深度が
浅い所や水吐けが悪い所等条件が日増しに悪くなって来
ています。建設工事に使用する骨材に求められる性質は
概念的には以下の様な事であろうと考えられる。締め固
めによって安定な構造を形成すること,水や空気に触れ
ても耐久性に優れていること,水に溶け出す有害な成分
がないこと,何処ででも自由に入手出来ること,価格が
適当であること,であろうと思われます。自動車用ゴム
タイヤ等の長い歴史を持つゴム工業の技術はこれ等建設
工事用骨材に求められる要件を殆ど具備している。これ
を切片状にして堆積すれば重力による荷重に対する安定
性,対荷重性に於いて砂利や砕石に優とも劣らない骨材
として期待できる。価格の点に於いても例えば使用済み
廃タイヤを切片状に切断破砕することによって十分満足
させるものになろう。以下に図−1,図−2を具体的例
として本発明の実施について説明する。第1図は切片状
のゴムチップを骨材として使用する路盤の造成断面の一
例の模式図であるが元土質(1)の切土盛土によって路
盤構造の形状を形成した上でこの内面に不織布(2)等
の透水性シートを敷き広げてその内側に切片状のゴムチ
ップ(3)を充填する。この場合必要であれば適当な接
着剤又はアスファルト等を使用してよい。この場合不織
布(2)の役割は接片状ゴムチップが元土質に沈降した
り埋没することを防止することである。更にゴムチップ
の充填層の上部に砂利又は切込み砂利層(4)を形成す
る事によってゴムチップ層の落着と路面からの荷重の分
散を均一を計る物である。その上に下地舗装(5),更
にその上に路面(仕上げ舗装)(6)を施して構造体が
完成する。必要が有れば縁石(7),排水暗渠(8),
排水管路(9)を設備する。第2図は軟弱地質惑いは湧
水地質等での盛土地形での施工方法の一例です。元地盤
(1)を地下水位及び凍結深度等を勘案して鋤取りを行
い不織布など透水性シート(2)を設置してその中に切
片状のゴムチップ(3)を充填しその上に切込み砂利
(4)等の盛土地業を行う。必要があれば法面保護用ブ
ロック等(10)組積み工事を施す。
[Detailed Description of the Invention] The foundation of a structure on which heavy objects such as roads, tracks, and airport runways run is conventionally compacted by compressing and crushing gravel, sand, earth and sand, etc. Let me achieve that purpose. However, in recent years, it has been difficult to obtain aggregates of the best quality at any place. On the other hand, conditions for construction work such as soft geology, high groundwater level, shallow freezing depth, and poor drainage are getting worse day by day. Conceptually, the properties required for aggregates used in construction work are as follows. Forming a stable structure by compaction, having excellent durability even in contact with water and air, having no harmful components that dissolve in water, being freely available anywhere, and having an appropriate price It seems that there is something. The technology of the rubber industry, which has a long history, such as rubber tires for automobiles, has almost all the requirements for aggregates for construction work. If it is deposited in the form of slices, it can be expected as an aggregate that is not inferior to gravel or crushed stone in terms of stability against gravity loads and load resistance. In terms of price, it will be sufficiently satisfied by cutting and crushing used waste tires into pieces. The implementation of the present invention will be described below with reference to FIGS. 1 and 2 as specific examples. FIG. 1 is a schematic view of an example of a cross-section of a roadbed using a rubber chip in the form of a section as an aggregate. Spread a water-permeable sheet such as 2) and fill the inside with a piece of rubber chip (3). In this case, if necessary, a suitable adhesive or asphalt may be used. In this case, the role of the non-woven fabric (2) is to prevent the contact-like rubber chips from settling or being buried in the original soil. Further, by forming a gravel or notched gravel layer (4) on the filling layer of the rubber chips, the settling of the rubber chip layer and the distribution of the load from the road surface are evenly measured. A base pavement (5) and a road surface (finishing pavement) (6) are further applied thereon to complete the structure. Curbstone (7), drainage culvert (8), if necessary
Provide a drainage line (9). Fig. 2 is an example of the construction method in the embankment type with soft geology and spring geology. The original ground (1) is plowed in consideration of the groundwater level and freezing depth, etc., and a water-permeable sheet (2) such as a non-woven fabric is installed, and a rubber chip (3) in the form of a section is filled in it, and gravel is cut on it. (4) Perform landfill business such as. If necessary, block for slope protection, etc. (10) Build work.

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

図−1は切片状のゴムチップを骨材として使用する路盤
の造成断面の一例の模式図である。図−2は軟弱な地層
の上に盛土地業を行う場合の切片状のゴムチップ使用の
断面の一例である。
FIG. 1 is a schematic view of an example of a construction cross section of a roadbed using a rubber chip in the form of a piece as an aggregate. Figure 2 shows an example of a section of using rubber chips in the form of a strip when conducting a landfill business on a soft stratum.

Claims (1)

【特許請求の範囲】[Claims] 切片状に成型されたゴムチップ(切断破砕した使用済み
自動車タイヤをも含む)を骨材として使用する路盤及び
基礎地盤の造成の方法。
A method for constructing a roadbed and a foundation ground using rubber chips (including used automobile tires that have been cut and crushed) molded in a slice shape as an aggregate.
JP36104491A 1991-12-16 1991-12-16 Constructing method for base using scrap-shaped rubber chip as aggregate and foundation ground Pending JPH06123101A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP36104491A JPH06123101A (en) 1991-12-16 1991-12-16 Constructing method for base using scrap-shaped rubber chip as aggregate and foundation ground

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP36104491A JPH06123101A (en) 1991-12-16 1991-12-16 Constructing method for base using scrap-shaped rubber chip as aggregate and foundation ground

Publications (1)

Publication Number Publication Date
JPH06123101A true JPH06123101A (en) 1994-05-06

Family

ID=18471956

Family Applications (1)

Application Number Title Priority Date Filing Date
JP36104491A Pending JPH06123101A (en) 1991-12-16 1991-12-16 Constructing method for base using scrap-shaped rubber chip as aggregate and foundation ground

Country Status (1)

Country Link
JP (1) JPH06123101A (en)

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR100973613B1 (en) * 2007-12-26 2010-08-02 주식회사 도화종합기술공사 Precast block temporary road construction method using uniformly distributed load
CN102561132A (en) * 2012-01-11 2012-07-11 河海大学 Plate supporting type embankment technology for post-construction settlement controlling of deep soft soil foundation on high-grade highway
CN106592362A (en) * 2016-11-28 2017-04-26 北京市政建设集团有限责任公司 Method for utilizing building rubbish to construct bottom layer roadbed

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR100973613B1 (en) * 2007-12-26 2010-08-02 주식회사 도화종합기술공사 Precast block temporary road construction method using uniformly distributed load
CN102561132A (en) * 2012-01-11 2012-07-11 河海大学 Plate supporting type embankment technology for post-construction settlement controlling of deep soft soil foundation on high-grade highway
CN102561132B (en) * 2012-01-11 2014-04-16 河海大学 Plate supporting type embankment structure for post-construction settlement controlling of deep soft soil foundation on high-grade highway
CN106592362A (en) * 2016-11-28 2017-04-26 北京市政建设集团有限责任公司 Method for utilizing building rubbish to construct bottom layer roadbed

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