JPS5929738B2 - Shallow foundation method - Google Patents
Shallow foundation methodInfo
- Publication number
- JPS5929738B2 JPS5929738B2 JP55120445A JP12044580A JPS5929738B2 JP S5929738 B2 JPS5929738 B2 JP S5929738B2 JP 55120445 A JP55120445 A JP 55120445A JP 12044580 A JP12044580 A JP 12044580A JP S5929738 B2 JPS5929738 B2 JP S5929738B2
- Authority
- JP
- Japan
- Prior art keywords
- foundation
- concrete
- frame
- ground
- hole
- 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
Links
Classifications
-
- E—FIXED CONSTRUCTIONS
- E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
- E01F—ADDITIONAL WORK, SUCH AS EQUIPPING ROADS OR THE CONSTRUCTION OF PLATFORMS, HELICOPTER LANDING STAGES, SIGNS, SNOW FENCES, OR THE LIKE
- E01F9/00—Arrangement of road signs or traffic signals; Arrangements for enforcing caution
- E01F9/60—Upright bodies, e.g. marker posts or bollards; Supports for road signs
- E01F9/658—Upright bodies, e.g. marker posts or bollards; Supports for road signs characterised by means for fixing
- E01F9/673—Upright bodies, e.g. marker posts or bollards; Supports for road signs characterised by means for fixing for holding sign posts or the like
- E01F9/685—Subsoil means, e.g. foundations
Description
【発明の詳細な説明】
この発明は、交通標識やガードレールの基礎のように小
型で浅い基礎の施工法に関するものである。DETAILED DESCRIPTION OF THE INVENTION The present invention relates to a construction method for small and shallow foundations such as foundations for traffic signs and guardrails.
従来、道路に交通標識を立設する場合、その手順は(1
)アスファルトを切り取る、(2)その下の土砂を取っ
て孔を掘る、(3)孔内にコンクリート用木枠を組み立
てる、(4)木枠内にコンクリートを打ち込む、(5)
コンクリートが固まってから木枠を取り外し、コンクリ
ート基礎の周りに土砂を埋め直す、というようになって
おり、工程が多く、それに要する時間も長い。Conventionally, when erecting traffic signs on roads, the procedure was (1)
) Cut out the asphalt, (2) Remove the earth and sand beneath it and dig a hole, (3) Assemble a concrete wooden frame in the hole, (4) Pour concrete into the wooden frame, (5)
After the concrete hardens, the wooden frame is removed and earth and sand is refilled around the concrete foundation, which involves many steps and takes a long time.
この発明はコンクリート基礎に対応した孔あけ枠を振動
させながら地中に圧入することによって、木枠なしでコ
ンクリートを打ち込めるようにし、工程の簡略化と所要
時間の短縮化を図ろうとするもので、その詳細を図示の
一実施例に基いて説明すると、次の通りである。This invention aims to simplify the process and shorten the time required by making it possible to pour concrete without a wooden frame by press-fitting a drilling frame compatible with concrete foundations into the ground while vibrating it. The details will be explained based on the illustrated embodiment as follows.
第1図及至第4図はこの発明方法の各工程を示すもので
、まず第1図に示すように、地表のアスファルト層1の
所要部をカッター2で切り取る。1 to 4 show each step of the method of this invention. First, as shown in FIG. 1, a cutter 2 is used to cut out a desired portion of the asphalt layer 1 on the ground surface.
次に露呈した土砂3表面に、第2図に示すように孔あけ
枠4を幽てかい、これを振動させながら地中に圧入する
。Next, as shown in FIG. 2, a drilling frame 4 is placed on the exposed surface of the earth and sand 3, and is pressed into the ground while being vibrated.
具体的には、ショベルカー等のブーム5の先端にアタッ
チメントとしてブレーカ6を取り付け、このブレーカ6
のドリル部分に前記孔あけ枠4に装着し、ブレーカ6の
作動で孔あけ枠4全体を振動させながら、ブーム5の加
圧により孔あけ枠4を地中に圧入する。Specifically, a breaker 6 is attached as an attachment to the tip of a boom 5 of an excavator, etc., and this breaker 6
The drill part is attached to the drilling frame 4, and while the entire drilling frame 4 is vibrated by the operation of the breaker 6, the drilling frame 4 is press-fitted into the ground by pressurizing the boom 5.
前記孔あけ枠4は、地中に打設すべきコンクリート基礎
7と同じ外形を有するもので、コンクリート基礎の形状
に対応して短円筒形、角柱形等、種々の形状に成形され
るが、図面には角柱形の孔あけ枠4を示している。The drilling frame 4 has the same external shape as the concrete foundation 7 to be cast into the ground, and can be formed into various shapes such as a short cylindrical shape and a prismatic shape depending on the shape of the concrete foundation. The drawing shows a prismatic drilling frame 4.
その構造は第5図に示すように、上端にブレーカ6への
取付部8を有する支軸9の下端に底板10を固設し、底
板10の周縁に側板11を取り付けてこの側板11(!
:底板10とでコンクリート基礎7と同じ外形を呈する
ようにし、支軸9と側板11との間に伸縮調整可能な連
結ロッド12を放射に設けたものである。As shown in FIG. 5, its structure is such that a bottom plate 10 is fixed to the lower end of a support shaft 9 which has a mounting part 8 for the breaker 6 at the upper end, and a side plate 11 is attached to the periphery of the bottom plate 10.
: The bottom plate 10 has the same external shape as the concrete foundation 7, and a connecting rod 12 that can be expanded and contracted is provided radially between the support shaft 9 and the side plate 11.
前記連結ロッド12は、その基部13で支軸9に突設さ
れた嵌支凹部14に回転自在に嵌合しており、先端のね
じ部15で側板11に固設された雌ねじ体16に螺合し
ており、このロッド12の回転操作で側板11上部と支
軸9間の間隔が変更調整できるようになっている。The connecting rod 12 has its base 13 rotatably fitted into a fitting recess 14 protruding from the support shaft 9, and its threaded portion 15 at its tip is screwed into a female threaded body 16 fixed to the side plate 11. By rotating this rod 12, the distance between the upper part of the side plate 11 and the support shaft 9 can be changed and adjusted.
尚、側板11の外面は若干上広がりのテーパとし、孔あ
け枠4の地中からの引き抜きを容易にしである。Incidentally, the outer surface of the side plate 11 is tapered slightly upwardly to make it easier to pull out the drilling frame 4 from the ground.
孔あけ枠4をほぼその高さ分だけ地中に圧入することに
よって、地中には第3図に示すように孔あけ枠4の外形
と同形の基礎孔17ができるのであるが、孔あけ枠4の
周りの土砂には振動と圧力とが加えられるから、基礎孔
17の底面及び側面の周壁部分の土砂は堅く突き固めら
れている。By press-fitting the drilling frame 4 into the ground by approximately its height, a foundation hole 17 with the same external shape as the drilling frame 4 is created in the ground as shown in Figure 3. Since vibration and pressure are applied to the earth and sand around the frame 4, the earth and sand on the bottom and side walls of the foundation hole 17 are firmly compacted.
この発明は、上記のように形成された基礎孔17の周壁
部分の堅さ、緻密さに着目し、この基礎孔17そのもの
をコンクリートの流し込みフレームに利用しようとする
もので、孔あけ枠4を引き抜いたあとの基礎孔17に直
接コンクリートを打ち込み、道路標識の支柱18を立て
る。This invention focuses on the hardness and denseness of the peripheral wall of the foundation hole 17 formed as described above, and attempts to use the foundation hole 17 itself as a frame for pouring concrete. Concrete is poured directly into the foundation hole 17 after it has been pulled out, and the pillar 18 of the road sign is erected.
そしてコンクリート基礎7が固まると、施工は完了する
。When the concrete foundation 7 hardens, construction is completed.
場合によっては、コンクリート基礎7の上にアスファル
ト層を設けることもある。In some cases, an asphalt layer may be provided on the concrete foundation 7.
尚、上記の工程においてアスファルト層1が薄い時は、
これを切り取る工程を省略し、アスファルト層の上に直
接孔あけ枠4を当てがって加圧し、アスファルト層の不
要部分を地中に押し込んでもよい。In addition, when the asphalt layer 1 is thin in the above process,
The cutting process may be omitted, and the drilling frame 4 may be placed directly on the asphalt layer and pressurized to push the unnecessary portion of the asphalt layer into the ground.
この発明の方法は上記のような工程から成るもので、孔
あけ枠により、穿設された基礎孔に直接コンクリートを
打ち込むから、従来のようにコンクリート打ち込み用木
枠を地中に組み立てる必要がなく、木枠の資材を節約で
きるばかりでなく、木枠を組立てる手間、及びコンクリ
ートが固化したのち木枠を取り外す手間、土砂を埋め戻
す手間がいずれも不要となり、施工工程を大幅に簡単化
でき、施工時間及び労力が節約できる。The method of this invention consists of the above-mentioned steps, and since concrete is poured directly into the drilled foundation hole using a drilling frame, there is no need to assemble a wooden frame for concrete pouring underground as in the past. , not only can materials for the wooden frame be saved, but the construction process can be greatly simplified by eliminating the need for assembling the wooden frame, removing the wooden frame after the concrete has hardened, and backfilling with earth and sand. Construction time and labor can be saved.
第1図乃至第4図はこの発明の方法の各工程を示す説明
図、第5図は孔あけ枠の縦断面図である。
1・・・・・・アスファルト層、3・・・・・・土砂、
4・・・・・・孔あけ枠、7・・・・・・コンクリート
基礎、17・・・・・・基礎孔。1 to 4 are explanatory diagrams showing each step of the method of the present invention, and FIG. 5 is a longitudinal sectional view of the drilling frame. 1... Asphalt layer, 3... Sediment,
4...Drilling frame, 7...Concrete foundation, 17...Foundation hole.
Claims (1)
ト基礎と同じ外形の孔あけ枠を当てがい、この孔あけ枠
を振動させながら地中に圧入して周壁部分が突き固めら
れた基礎孔を穿設し、孔あけ枠を引き抜いた基礎孔に直
接コンクリートを打ち込んでコンクリート基礎を形成す
る浅基礎工法。1. A foundation in which a hole frame with the same external shape as the concrete foundation to be poured into the ground is placed at a desired position on the ground surface, and the hole frame is pressed into the ground while vibrating, and the surrounding wall portion is tamped. A shallow foundation construction method in which a concrete foundation is formed by drilling a hole and pouring concrete directly into the foundation hole from which the drilling frame has been pulled out.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP55120445A JPS5929738B2 (en) | 1980-08-29 | 1980-08-29 | Shallow foundation method |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP55120445A JPS5929738B2 (en) | 1980-08-29 | 1980-08-29 | Shallow foundation method |
Publications (2)
Publication Number | Publication Date |
---|---|
JPS5744028A JPS5744028A (en) | 1982-03-12 |
JPS5929738B2 true JPS5929738B2 (en) | 1984-07-23 |
Family
ID=14786376
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP55120445A Expired JPS5929738B2 (en) | 1980-08-29 | 1980-08-29 | Shallow foundation method |
Country Status (1)
Country | Link |
---|---|
JP (1) | JPS5929738B2 (en) |
Families Citing this family (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPS6389706A (en) * | 1986-10-03 | 1988-04-20 | 日本サミコン株式会社 | Apparatus for absorbing impact force of body for preventing falling rock |
KR100768524B1 (en) * | 2006-05-23 | 2007-10-18 | 최승일 | Installation structure of post for street facilities and its construction method |
KR100944627B1 (en) | 2008-03-28 | 2010-02-26 | 백남진 | Setting frame for column |
CN102888854B (en) * | 2012-10-26 | 2015-04-08 | 中国能源建设集团广东省电力设计研究院 | Iron tower foundation for extra-high-voltage grounding pole line and construction method thereof |
-
1980
- 1980-08-29 JP JP55120445A patent/JPS5929738B2/en not_active Expired
Also Published As
Publication number | Publication date |
---|---|
JPS5744028A (en) | 1982-03-12 |
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