JPH0412108Y2 - - Google Patents

Info

Publication number
JPH0412108Y2
JPH0412108Y2 JP1986020498U JP2049886U JPH0412108Y2 JP H0412108 Y2 JPH0412108 Y2 JP H0412108Y2 JP 1986020498 U JP1986020498 U JP 1986020498U JP 2049886 U JP2049886 U JP 2049886U JP H0412108 Y2 JPH0412108 Y2 JP H0412108Y2
Authority
JP
Japan
Prior art keywords
synthetic resin
cylindrical body
civil engineering
concrete
pile
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
Application number
JP1986020498U
Other languages
Japanese (ja)
Other versions
JPS62133732U (en
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 filed Critical
Priority to JP1986020498U priority Critical patent/JPH0412108Y2/ja
Publication of JPS62133732U publication Critical patent/JPS62133732U/ja
Application granted granted Critical
Publication of JPH0412108Y2 publication Critical patent/JPH0412108Y2/ja
Expired legal-status Critical Current

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Landscapes

  • Piles And Underground Anchors (AREA)
  • Pit Excavations, Shoring, Fill Or Stabilisation Of Slopes (AREA)

Description

【考案の詳細な説明】 産業上の利用分野 本考案は、水分が多い湿地等の土木工事に好適
に使用される土木用杭に関する。
[Detailed Description of the Invention] Industrial Application Field The present invention relates to a civil engineering pile that is suitably used for civil engineering work in wetlands with a high amount of moisture.

従来の技術及びその問題点 従来より、土木工事には木杭、鉄杭、コンクリ
ート杭など種々の土木用杭が使用されている。し
かしながら、木杭や鉄杭は、水分が多い湿地等の
土木工事に用いると、短期間のうちに腐つたり錆
びたりする欠点があり、またコンクリート杭は堅
固に止まりにくく抜けやすいといつた欠点があつ
た。そのため、土木用杭の耐久性や固定強度が特
に要求される土木工事、例えば第4図に示すよう
に、水分が多く軟弱な土地の法面100に土木用
杭101を打ち込んで網102を張り、等高線に
沿つて土留め用の網棚を何段にも設ける網棚工事
等を行うような場合には、上記の木杭、鉄杭、コ
ンクリート杭等はいずれも不満足なものであつ
た。
BACKGROUND OF THE INVENTION Conventional techniques and their problems Conventionally, various civil engineering piles such as wooden piles, iron piles, and concrete piles have been used in civil engineering works. However, wooden piles and iron piles have the disadvantage that they rot or rust in a short period of time when used for civil engineering work in wetlands with a lot of moisture, and concrete piles have the disadvantage that they are difficult to stay firmly in place and are easy to fall out. It was hot. Therefore, in civil engineering work where the durability and fixing strength of civil engineering piles are particularly required, for example, as shown in FIG. In the case of constructing net shelves for earth retaining in multiple tiers along contour lines, the above-mentioned wooden piles, iron piles, concrete piles, etc. are all unsatisfactory.

本考案は上記事情に鑑みてなされたもので、そ
の目的とするところは、耐久性に優れ且つ固定強
度が大きい土木用杭を提供することにある。
The present invention was devised in view of the above circumstances, and its purpose is to provide a civil engineering pile with excellent durability and high fixing strength.

問題を解決するための手段 かかる目的を達成するため、本考案の土木用杭
は、外側へ突出する凸部が形成された合成樹脂製
の筒状体の内部にコンクリートを充填して成る土
木用杭であつて、上記筒状体が、その長手方向に
間隔をあけて配設された複数の合成樹脂リング
と、各リングの外周に溶着され且つ上記凸部と凹
部を交互に形成するように径方向に波打ちながら
長手方向に走る多数の合成樹脂糸とで構成されて
いることを要旨とするものである。
Means for Solving the Problem In order to achieve the above object, the civil engineering pile of the present invention is a civil engineering pile made of a cylindrical body made of synthetic resin with a convex portion projecting outward and filled with concrete. The pile is such that the cylindrical body has a plurality of synthetic resin rings arranged at intervals in the longitudinal direction, and is welded to the outer periphery of each ring, and the convex portions and concave portions are alternately formed. The gist is that it is composed of a large number of synthetic resin threads that run in the longitudinal direction while undulating in the radial direction.

考案の作用 上記構成とすれば、合成樹脂製の筒状体も内部
のコンクリートも腐つたり錆びたりせず、劣化し
にくいものであるから、耐久性が大幅に向上す
る。しかも、この土木用杭を地中に打ち込むと、
合成樹脂性の筒状体に形成された外側へ突出する
凸部が周囲の土に食い込むので強固に固定でき、
容易に抜けることはない。また、表面の筒状体が
合成樹脂リングと合成樹脂糸で構成されたもので
あるため、表面に強い衝撃を受けても、普通の円
筒状のもののように表面全体にひび割れ等を生じ
ることがない。
Effects of the invention With the above configuration, both the synthetic resin cylindrical body and the concrete inside will not rot or rust and will not easily deteriorate, resulting in significantly improved durability. Moreover, when this civil engineering pile is driven into the ground,
The outwardly protruding protrusions formed on the synthetic resin cylindrical body dig into the surrounding soil, allowing it to be firmly fixed.
It won't come off easily. In addition, since the cylindrical body on the surface is made up of synthetic resin rings and synthetic resin threads, even if the surface receives a strong impact, cracks will not occur across the entire surface like a normal cylindrical body. do not have.

実施例 以下、実施例を挙げて本考案を詳述する。Example Hereinafter, the present invention will be described in detail with reference to Examples.

第1図は本考案に係る土木用杭の一実施例を示
す一部破断正面図、第2図は第1図のA−B−C
−D線の断面図であつて、1は合成樹脂製の筒状
体、2はコンクリート2を示している。
Figure 1 is a partially cutaway front view showing an embodiment of a civil engineering pile according to the present invention, and Figure 2 is A-B-C of Figure 1.
It is a sectional view taken along the -D line, and 1 indicates a cylindrical body made of synthetic resin, and 2 indicates concrete 2.

この筒状体1は、その長手方向に間隔をあけて
配設された複数の極太の合成樹脂リング11と、
各リング11の外周に溶着された多数の合成樹脂
糸12とから成るもので、これら合成樹脂糸12
は全て径方向に波打ちながら長手方向に走り、外
側へ突出する凸部13と凹部14が交互に形成さ
れている。そして、この筒状体1の一端(図では
下端)には、打ち込みを容易にするために先端の
尖つた合成樹脂製のキヤツプ3が嵌着され、この
キヤツプ3と筒状体1の内部にコンクリート2が
一体に充填されている。このコンクリート2内に
は強度を上げるための鉄筋等を入れてもよい。ま
た、筒状体1の他端(図では上端)には、打ち込
みの際コンクリート2の欠損等を防止するするた
めの断面コ字形の合成樹脂製キヤツプ4が接着剤
等を介して嵌合接着されている。尚、コンクリー
ト2は、第2図に示すように筒状体1の合成樹脂
糸12の隙間が小さいため、該隙間よりはみ出す
ことなく筒状体1内部に閉じ込められている。
This cylindrical body 1 includes a plurality of very thick synthetic resin rings 11 arranged at intervals in the longitudinal direction,
It consists of a large number of synthetic resin threads 12 welded to the outer periphery of each ring 11, and these synthetic resin threads 12
all run in the longitudinal direction while undulating in the radial direction, and protrusions 13 and recesses 14 protruding outward are alternately formed. A synthetic resin cap 3 with a pointed tip is fitted onto one end (lower end in the figure) of this cylindrical body 1 to facilitate driving. Concrete 2 is integrally filled. Reinforcing bars or the like may be inserted into the concrete 2 to increase its strength. In addition, a synthetic resin cap 4 having a U-shaped cross section is attached to the other end (the upper end in the figure) of the cylindrical body 1 using an adhesive or the like to prevent the concrete 2 from being damaged during pouring. has been done. Incidentally, as shown in FIG. 2, since the gap between the synthetic resin threads 12 of the cylindrical body 1 is small, the concrete 2 is confined inside the cylindrical body 1 without protruding from the gap.

このような構成の土木用杭は、既述の第4図に
示すような網棚工事やその他の種々の土木工事に
使用され、キヤツプ3が嵌着された一端を下にし
て地中に打ち込まれる。この杭打ち作業は、キヤ
ツプ3の先端が尖つているため楽に行うことがで
き、また杭上端はキヤツプ4で保護されているた
めコンクリート2が欠けたり割れたりする心配も
ない。しかも、表面の筒状体が合成樹脂リング1
1と合成樹脂糸12で構成された網筒状のもので
あるため、表面に強い衝撃を受けても、普通の円
筒状のもののように表面全体にひび割れ等を生じ
ることがない。
Civil engineering piles with such a configuration are used for net trellis construction as shown in Figure 4 and other various civil engineering works, and are driven into the ground with one end where the cap 3 is fitted facing down. . This pile driving work can be carried out easily because the tip of the cap 3 is sharp, and since the top end of the pile is protected by the cap 4, there is no fear that the concrete 2 will chip or crack. Moreover, the cylindrical body on the surface is a synthetic resin ring 1.
1 and synthetic resin threads 12, even if the surface is subjected to a strong impact, the entire surface will not crack, unlike ordinary cylindrical objects.

このようにして打ち込まれると、筒状体1の凸
部13が周囲の土に食い込んで強固に止まるため
大きな固定強度が得られ、従来のコンクリート杭
のように容易に抜け出すことはなくなる。特に、
凸部13と凹部14の差を3〜15mmとしたとき
は、打ち込み抵抗が小さいにもかかわらず大きな
固定強度が得られるので望ましい。また、合成樹
脂製の筒状体や内部のコンクリートは腐つたり錆
びたりせず劣化しにくいものであるから耐久性が
大きく、水分含量の多い湿地等の土木工事でも半
永久的に使用することができる。
When driven in this manner, the convex portion 13 of the cylindrical body 1 bites into the surrounding soil and is firmly fixed, providing great fixing strength and preventing it from falling out easily like conventional concrete piles. especially,
It is desirable to set the difference between the convex portion 13 and the concave portion 14 to 3 to 15 mm, since a large fixing strength can be obtained despite the low driving resistance. In addition, the synthetic resin cylindrical body and the concrete inside do not rot or rust and are resistant to deterioration, so they are highly durable and can be used semi-permanently even in civil engineering work in areas with high moisture content, such as wetlands. can.

考案の効果 以上の説明から明らかなように、本考案の土木
用杭は、外側へ突出する凸部が形成された合成樹
脂製の筒状体の内部にコンクリートを充填して成
るため、耐久性が大で腐つたり錆たりすることな
く半永久的に使用でき、且つ周囲の土への凸部の
食い込みによつて大きな固定強度が得られ、しか
も筒状体が合成樹脂リングと合成樹脂糸で構成さ
れたものであるため、表面に強い衝撃を受けても
普通の円筒状のもののように表面全体にひび割れ
等を生じることがないといつた効果がある。
Effects of the invention As is clear from the above explanation, the civil engineering pile of the invention is made of a cylindrical body made of synthetic resin with an outwardly protruding convex part and filled with concrete, so it has excellent durability. It has a large diameter and can be used semi-permanently without rotting or rusting, and the convex part bites into the surrounding soil to provide great fixing strength.Moreover, the cylindrical body is made of synthetic resin rings and synthetic resin threads. Because of its structured structure, it has the advantage that even if the surface receives a strong impact, the entire surface will not crack, unlike ordinary cylindrical objects.

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

第1図は本考案の一実施例を示す一部破断正面
図、第2図は第1図のA−B−C−D線の断面
図、第3図は網棚工事の説明図である。 1……筒状体、13,16……凸部、2……コ
ンクリート。
FIG. 1 is a partially cutaway front view showing an embodiment of the present invention, FIG. 2 is a sectional view taken along line A-B-C-D in FIG. 1, and FIG. 3 is an explanatory diagram of net shelf construction. 1... Cylindrical body, 13, 16... Convex portion, 2... Concrete.

Claims (1)

【実用新案登録請求の範囲】[Scope of utility model registration request] 外側へ突出する凸部が形成された合成樹脂製の
筒状体の内部にコンクリートを充填して成る土木
用杭であつて、上記筒状体が、その長手方向に間
隔をあけて配設された複数の合成樹脂リングと、
各リングの外周に溶着され且つ上記凸部と凹部を
交互に形成するように径方向に波打ちながら長手
方向に走る多数の合成樹脂糸とで構成されている
ことを特徴とする土木用杭。
A civil engineering pile consisting of a cylindrical body made of synthetic resin having a convex portion projecting outward and filled with concrete, wherein the cylindrical body is arranged at intervals in its longitudinal direction. multiple synthetic resin rings,
A pile for civil engineering, comprising a large number of synthetic resin threads welded to the outer periphery of each ring and running in the longitudinal direction while waving in the radial direction so as to alternately form the convex portions and concave portions.
JP1986020498U 1986-02-14 1986-02-14 Expired JPH0412108Y2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP1986020498U JPH0412108Y2 (en) 1986-02-14 1986-02-14

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP1986020498U JPH0412108Y2 (en) 1986-02-14 1986-02-14

Publications (2)

Publication Number Publication Date
JPS62133732U JPS62133732U (en) 1987-08-22
JPH0412108Y2 true JPH0412108Y2 (en) 1992-03-25

Family

ID=30816066

Family Applications (1)

Application Number Title Priority Date Filing Date
JP1986020498U Expired JPH0412108Y2 (en) 1986-02-14 1986-02-14

Country Status (1)

Country Link
JP (1) JPH0412108Y2 (en)

Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS6027140B2 (en) * 1975-10-28 1985-06-27 バリアン・アソシエイツ modular electron tube

Family Cites Families (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS6027140U (en) * 1983-07-26 1985-02-23 旭化成株式会社 Concrete pile with thin outer shell steel pipe

Patent Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS6027140B2 (en) * 1975-10-28 1985-06-27 バリアン・アソシエイツ modular electron tube

Also Published As

Publication number Publication date
JPS62133732U (en) 1987-08-22

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