JPS59141615A - Asphalt-layer structure - Google Patents

Asphalt-layer structure

Info

Publication number
JPS59141615A
JPS59141615A JP1436383A JP1436383A JPS59141615A JP S59141615 A JPS59141615 A JP S59141615A JP 1436383 A JP1436383 A JP 1436383A JP 1436383 A JP1436383 A JP 1436383A JP S59141615 A JPS59141615 A JP S59141615A
Authority
JP
Japan
Prior art keywords
asphalt
bag
woven
interval
work
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
JP1436383A
Other languages
Japanese (ja)
Inventor
Tomoji Umeki
梅基 友治
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.)
RYOWA SANSHI KK
SENI DOBOKU KAIHATSU KK
Original Assignee
RYOWA SANSHI KK
SENI DOBOKU KAIHATSU KK
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 RYOWA SANSHI KK, SENI DOBOKU KAIHATSU KK filed Critical RYOWA SANSHI KK
Priority to JP1436383A priority Critical patent/JPS59141615A/en
Publication of JPS59141615A publication Critical patent/JPS59141615A/en
Pending legal-status Critical Current

Links

Classifications

    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02BHYDRAULIC ENGINEERING
    • E02B3/00Engineering works in connection with control or use of streams, rivers, coasts, or other marine sites; Sealings or joints for engineering works in general
    • E02B3/04Structures or apparatus for, or methods of, protecting banks, coasts, or harbours
    • E02B3/12Revetment of banks, dams, watercourses, or the like, e.g. the sea-floor
    • E02B3/122Flexible prefabricated covering elements, e.g. mats, strips
    • E02B3/127Flexible prefabricated covering elements, e.g. mats, strips bags filled at the side

Landscapes

  • Engineering & Computer Science (AREA)
  • General Engineering & Computer Science (AREA)
  • Environmental & Geological Engineering (AREA)
  • Ocean & Marine Engineering (AREA)
  • Mechanical Engineering (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Revetment (AREA)

Abstract

PURPOSE:To facilitate the formation of an asphalt layer necessary for various civil construction works by injecting an asphalt into a bag made of a woven heat-resistant fiber cloth. CONSTITUTION:A bag is formed by sewing both end edge portions in the Y- direction of woven cloths A and B integrally woven with an interval W by using fillaments C in parallel with the Y-direction in a double woven fabric D in which the woven cloths A and B of a heat-resistant fibers are alternately woven with the fillament C at a given interval (l) and also by sewing the one end edge in the X-direction of the woven cloths A and B. The bag with an interval W suitable for a construction site is foled, delivered to a site, and extended, and hot molten asphalt is injected into the bag. Excellent workability can thus be exhibited in the water-sealing work for slope of dam, etc., and for foundation work, unequal settlement prevention work of tetrapots, etc.

Description

【発明の詳細な説明】 本発明は、各種土木工事におけるアスファルト層構造体
であって、堤防等における法面の止水、テトラポット下
面の洗掘防止によるテトラポットの不等性下等を防止す
ると共に、トンネル、寒冷地または鉄筋コンクリート建
造物等の乱礎工事における止水工事等におけるアスファ
ルト層の形成を容易ならしめることを目的とするもので
ある。
DETAILED DESCRIPTION OF THE INVENTION The present invention is an asphalt layer structure for various civil engineering works, which prevents water stoppage on slopes in embankments, etc., and prevents uneven bottoming of tetrapods by preventing scouring of the lower surface of tetrapods. At the same time, the purpose is to facilitate the formation of an asphalt layer during water stoppage work, etc. in tunnels, cold regions, or reinforced concrete building construction.

従来、コンクリート構造物の止水工事は、基陛のフンク
リ−1・面にアスファルトフェルトまたはアスファルト
ルーフイングを数層重ね、そq都度溶融アスファルトで
下地に張り付けて防水層を形成している。
Conventionally, water-stopping work for concrete structures involves layering several layers of asphalt felt or asphalt roofing on the foundation surface, and each time applying molten asphalt to the base to form a waterproof layer.

しかし一般にこの方法ではコンクリートの型枠を取外し
、コンクリートの表面処理を施した後に、防水施工する
コンクリート面の皮膜を除去し、奇麗な面に掃除した後
防水施工をするという繁雑な作業を伴なうばかりか、L
5’am厚のアスファルトフェルトまたはアスファルト
ルーフイングが極めて長いものであるため、現場におい
てこれを張設する場合、これらを現場に輸送するための
運賃、工数等が嵩み、また場合によっては、運搬上の制
約を伴なうという欠点がある。更には、テトラポット敷
設時の洗掘防止に使用することは、実施不能に近力・つ
た。
However, this method generally involves the complicated work of removing the concrete formwork, applying concrete surface treatment, removing the film on the concrete surface to be waterproofed, cleaning it to a clean surface, and then waterproofing. It's just funny, L
As 5'am thick asphalt felt or asphalt roofing is extremely long, if it is to be stretched on-site, the freight and man-hours required to transport it to the site will increase, and in some cases, transportation may be difficult. The disadvantage is that it is accompanied by restrictions. Furthermore, it is impractical to use vines to prevent scouring when installing tetrapods.

本発明者は、上述従来の止水工事等における諸欠点を改
善するため研究の結果、特許請求の範囲に記載した構成
とすることによって、簡単に現場での施工ができるアス
ファルト層構造体を得ることができた。
As a result of research to improve the various drawbacks of the conventional water stop construction work, etc., the present inventor has obtained an asphalt layer structure that can be easily constructed on site by having the structure described in the claims. I was able to do that.

すなわち、本発明は耐熱性繊維を織成して得られる袋内
部に溶融アスファルトが注入充填されていることを特徴
とするアスファルト層構造体である。
That is, the present invention is an asphalt layer structure characterized in that molten asphalt is injected and filled into the inside of a bag obtained by weaving heat-resistant fibers.

本発明で使用するアスファルトは止水工事用として広く
使用されているストレートアスファルト、フローンアス
ファルト、天然アスファルトのほかプタゾエンゴム、ス
チレン・ブタジェンゴム、天然ゴム、インブチレンゴム
またはこれらゴムの2以上を混合した各種ゴムアスファ
ルト等の各種が使用できる。
The asphalt used in the present invention includes straight asphalt, flow asphalt, and natural asphalt, which are widely used for water stop construction, as well as putazoene rubber, styrene-butadiene rubber, natural rubber, inbutylene rubber, and various types of mixtures of two or more of these rubbers. Various types of rubber asphalt can be used.

また、前記アスファルトには、適宜融点低下剤として硫
黄、軽油2重油等の各種溶剤ならびに石灰粉、各種石粉
、フライアッシュ等の増量材および細砂、微妙もしくは
砂鉄等の骨材、比重調整材等を混合することができる。
In addition, the asphalt may be used as melting point lowering agents such as sulfur, various solvents such as light oil and double fuel oil, fillers such as lime powder, various stone powders, fly ash, aggregates such as fine sand, fine sand or iron sand, specific gravity adjusting materials, etc. can be mixed.

また、本発明で使用する耐熱性繊維とは各種芳香族ポリ
アミド繊維、特にアラミド繊維(全芳香族ポリアミド繊
維)、各種セラミック繊維、炭素繊維、炭化珪素繊維等
である。
Furthermore, the heat-resistant fibers used in the present invention include various aromatic polyamide fibers, particularly aramid fibers (wholly aromatic polyamide fibers), various ceramic fibers, carbon fibers, silicon carbide fibers, and the like.

第1図ないし第3図は前記耐熱性繊維を織成して得られ
た袋の一実施例を示したものであるが、間% Wを存し
て一体に織成されている織布A、E間を連絡して糸条C
がY方向に並列して一体に織り込まれている二重織織布
りからなり、前記糸条Cは第2図および第3図に示すよ
うに、織布AおよびBをそれぞれ一定間隔lをもって交
互に織り込まれており、また該織布AおよびB10)Y
方向の両端縁およびX方向の一方をそれぞれ綴じ合せて
袋とされたものである。この場合、織布Aおよび織布B
の大きさおよび該織布AおよびBとの間隔Wならびに前
記2つの織布AおよびBに一定間隔lで交互に織込まれ
る糸条Cの前記一定間隔を等は、目的に応じまたは充填
されるべきアスファルトの性状等によって適宜選択して
形成することができる。
Figures 1 to 3 show an example of a bag obtained by weaving the above-mentioned heat-resistant fibers. Connecting the thread C
The threads C are made of a double-woven fabric in which woven fabrics A and B are woven together in parallel in the Y direction, and the threads C are made of woven fabrics A and B separated by a certain distance l, respectively, as shown in FIGS. 2 and 3. The woven fabrics A and B10) Y
Both ends in the direction and one side in the X direction are stitched together to form a bag. In this case, woven fabric A and woven fabric B
The size of the woven fabrics A and B, the distance W between the two woven fabrics A and B, and the constant spacing of the threads C that are alternately woven into the two woven fabrics A and B at a constant interval 1, etc., may be determined depending on the purpose or filled. It can be appropriately selected and formed depending on the properties of the asphalt to be used.

本発明は、前記袋内に溶融したアスファルトを注入充填
するものであって、作業現場に適した大きさの間隔Wを
有する袋を予め作成しておき、これを折り畳んで現場へ
運搬する。
In the present invention, molten asphalt is injected and filled into the bag, and the bag is prepared in advance with a gap W suitable for the work site, and the bag is folded and transported to the site.

他方、現場では予め定められたアスファルトを常法に従
って加熱溶融しておき、前記袋を所定の部分に展張する
と共に、該袋の口部から前記のごとく加熱溶融している
アスファルトを注入充填する。
On the other hand, at the site, a predetermined amount of asphalt is heated and melted according to a conventional method, and the bag is expanded to a predetermined area, and the heated and molten asphalt is injected and filled from the mouth of the bag.

本発明の前記袋はアスファルトの溶融温度すなわち16
0〜2L1.OoCに耐える耐熱性繊維で形成されてい
るために、袋に溶融アスファルトを注入光j痕しても全
く破袋せずスムースに溶融アスファルトを注入充填する
ことができる。
The bag of the present invention has a melting temperature of asphalt, i.e. 16
0-2L1. Since it is made of heat-resistant fibers that can withstand OoC, even if the bag is injected with molten asphalt, the bag will not break at all and the molten asphalt can be smoothly injected and filled.

また、溶融アスファルトを袋内に注入充填するには、袋
口部から複数本の注入ノズルを袋底部近傍まで挿入し、
該複数本の注入ノズルt)ら同時に溶融アスファルトを
注入しつつ、注入ノズルを徐々に袋の口部方向へ後退さ
せて注入すれば、溶融アスファルトを袋内部に隙間なく
充填できる。
In addition, to inject and fill molten asphalt into a bag, insert multiple injection nozzles from the bag mouth to near the bottom of the bag.
If molten asphalt is simultaneously injected from the plurality of injection nozzles t) and the injection nozzles are gradually retreated toward the mouth of the bag, the molten asphalt can be filled into the inside of the bag without any gaps.

本発明はアスファルl[iを形成する部分に袋を展張し
、これに溶融アスファルトを注入充填することによって
アスファルトと袋とが一体となり、しかも所定の部分に
確実に密接でき、従って、起伏のある地形または傾斜地
等如何なる形状の地形であっても容易になじませること
ができ、止水効果やテトラポットの不等性下等のおそれ
がないばかりか、従来のアスファルト層の形成に比較し
て格段に優れており、またアスファルト層の形成に当り
従来のごとき予備処理は全く不要であって作業性に優れ
ている。
In the present invention, by expanding a bag over the part forming asphalt l[i and injecting and filling it with molten asphalt, the asphalt and the bag are integrated, and can be reliably brought into close contact with a predetermined part. It can be easily applied to any shape of terrain, such as terrain or slopes, and there is no risk of water-stopping effects or tetrapod inequalities, and it is much more effective than conventional asphalt layer formation. Moreover, when forming the asphalt layer, no pretreatment as in the conventional method is required, resulting in excellent workability.

また、不発明で袋内部に充填された溶融アスファルトが
袋の布面からにじむ場合には、これに適宜砂等を散布す
ればよい。
Furthermore, if the molten asphalt filled inside the bag bleeds from the cloth surface of the bag, sand or the like may be sprinkled thereon as appropriate.

さらに本発明では溶融アスファルトを使用するため、強
アルカリ等の流出が皆無であり、従って堤防、テトラポ
ットの下敷き等に使用しても強アルカリ分の流出に伴な
う公害問題も皆無である。
Furthermore, since molten asphalt is used in the present invention, there is no outflow of strong alkalis, etc. Therefore, even when used for embankments, underlaying tetrapods, etc., there is no problem of pollution caused by the outflow of strong alkalis.

以上のごとく本発明は堤防、鉄筋コンクリート建造物等
の止水工事またはテトラポットの下敷等の各種地形に密
接できるアスファルト層を簡単に形成することができ、
し力)も現場における作業性に優れており、また公害等
も皆無であって、土木、建築工事にとって稗益するとこ
ろ大なるものがある。
As described above, the present invention can easily form an asphalt layer that can be closely attached to various types of terrain such as water stoppage work for embankments, reinforced concrete buildings, etc., or underlaying tetrapods,
It also has excellent workability on site, and there is no pollution, which is a great benefit for civil engineering and construction work.

【図面の簡単な説明】[Brief explanation of the drawing]

第1図は本発明に使用する袋の一例の要部斜視図、第2
図は第1図中n−u線断面図、第3図は第1図中III
 −IIIm断面図である。 A、、13:織布、C:糸条、D=二重織織布。
Fig. 1 is a perspective view of essential parts of an example of a bag used in the present invention;
The figure is a sectional view taken along the line nu in Figure 1, and Figure 3 is a cross-sectional view taken on the line III in Figure 1.
-IIIm sectional view. A, 13: Woven fabric, C: Yarn, D=Double woven fabric.

Claims (1)

【特許請求の範囲】[Claims] 耐熱性繊維を織成して得られる袋内部にアスファルトが
注入充填されていることを特徴とするアスファルト層構
造体。
An asphalt layer structure characterized in that asphalt is injected and filled inside a bag obtained by weaving heat-resistant fibers.
JP1436383A 1983-01-31 1983-01-31 Asphalt-layer structure Pending JPS59141615A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP1436383A JPS59141615A (en) 1983-01-31 1983-01-31 Asphalt-layer structure

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP1436383A JPS59141615A (en) 1983-01-31 1983-01-31 Asphalt-layer structure

Publications (1)

Publication Number Publication Date
JPS59141615A true JPS59141615A (en) 1984-08-14

Family

ID=11858971

Family Applications (1)

Application Number Title Priority Date Filing Date
JP1436383A Pending JPS59141615A (en) 1983-01-31 1983-01-31 Asphalt-layer structure

Country Status (1)

Country Link
JP (1) JPS59141615A (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR100830682B1 (en) 2006-10-30 2008-05-20 최광춘 Fabric form using double raschel

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR100830682B1 (en) 2006-10-30 2008-05-20 최광춘 Fabric form using double raschel

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