Deprecated: The each() function is deprecated. This message will be suppressed on further calls in /home/zhenxiangba/zhenxiangba.com/public_html/phproxy-improved-master/index.php on line 456
JP2582943B2 - Installation method of precast concrete foundation - Google Patents
[go: Go Back, main page]

JP2582943B2 - Installation method of precast concrete foundation - Google Patents

Installation method of precast concrete foundation

Info

Publication number
JP2582943B2
JP2582943B2 JP3001773A JP177391A JP2582943B2 JP 2582943 B2 JP2582943 B2 JP 2582943B2 JP 3001773 A JP3001773 A JP 3001773A JP 177391 A JP177391 A JP 177391A JP 2582943 B2 JP2582943 B2 JP 2582943B2
Authority
JP
Japan
Prior art keywords
precast concrete
concrete foundation
water thread
installation method
foundation
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 - Fee Related
Application number
JP3001773A
Other languages
Japanese (ja)
Other versions
JPH04289328A (en
Inventor
信之 黒柳
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.)
National House Industrial Co Ltd
Original Assignee
National House Industrial 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 National House Industrial Co Ltd filed Critical National House Industrial Co Ltd
Priority to JP3001773A priority Critical patent/JP2582943B2/en
Publication of JPH04289328A publication Critical patent/JPH04289328A/en
Application granted granted Critical
Publication of JP2582943B2 publication Critical patent/JP2582943B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

Links

Landscapes

  • Foundations (AREA)

Description

【発明の詳細な説明】DETAILED DESCRIPTION OF THE INVENTION

【0001】[0001]

【産業上の利用分野】本発明は、プレキャストコンクリ
ート基礎を真っ直ぐに並べて据え付ける方法に関するも
のである。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a method for installing precast concrete foundations in a straight line.

【0002】[0002]

【従来の技術】従来、プレキャストコンクリート基礎を
複数個並べて据え付ける場合、図4に示すように対向す
るように配置したやり方1間に水糸2を張り、複数個の
プレキャストコンクリート基礎3を水糸2に沿って並
べ、プレキャストコンクリート基礎3の上部の側面の通
りを目印として水糸2にプレキャストコンクリート基礎
3を合わせて位置を調整してプレキャストコンクリート
基礎3を据え付けていた。
2. Description of the Related Art Conventionally, when installing a plurality of precast concrete foundations side by side, as shown in FIG. The precast concrete foundation 3 was installed by adjusting the position by aligning the precast concrete foundation 3 with the water thread 2 using the street on the upper side of the precast concrete foundation 3 as a mark.

【0003】[0003]

【発明が解決しようとする課題】ところが、かかる従来
例にあっては、プレキャストコンクリート基礎3の側面
を水糸2に合わせて位置を調整するときプレキャストコ
ンクリート基礎3の側面が水糸2に触れたりすると正確
に位置合わせができないという問題があり、またプレキ
ャストコンクリート基礎3の側面に水糸2が接触すると
通りが出ているように見えてプレキャストコンクリート
基礎3が正確に据え付けられないことが起こるという問
題がある。
However, in such a conventional example, when the position of the side of the precast concrete foundation 3 is adjusted according to the water thread 2, the side of the precast concrete foundation 3 touches the water thread 2. Then, there is a problem that accurate positioning cannot be performed, and a problem that when the water thread 2 comes into contact with the side surface of the precast concrete foundation 3, it appears that a street is coming out and the precast concrete foundation 3 cannot be accurately installed. There is.

【0004】本発明は上記問題点の解決を目的とするも
のであり、プレキャストコンクリート基礎を正確に真っ
直ぐ並べて据え付けることができるプレキャストコンク
リート基礎の据え付け方法を提供しようとするものであ
る。
An object of the present invention is to solve the above-mentioned problems, and an object of the present invention is to provide a method for installing a precast concrete foundation capable of accurately and straightly laying the precast concrete foundation.

【0005】[0005]

【課題を解決するための手段】上記目的を達成するため
本発明プレキャストコンクリート基礎の据え付け方法
は、真っ直ぐに張った水糸2に沿って複数個のプレキャ
ストコンクリート基礎3を並べ、プレキャストコンクリ
ート基礎3の頂面に幅方向の中央で長手方向に凹設した
凹溝4に上記水糸2を通して水糸2に合わせてプレキャ
ストコンクリート基礎3を真っ直ぐにして据え付けるこ
とを特徴とする。
In order to achieve the above object, a method for installing a precast concrete foundation according to the present invention comprises the steps of: arranging a plurality of precast concrete foundations 3 along a straight water thread 2; The present invention is characterized in that the precast concrete foundation 3 is installed in a straight groove in accordance with the water thread 2 by passing the water thread 2 into a concave groove 4 formed in the longitudinal direction at the center in the width direction on the top surface.

【0006】[0006]

【作用】上記構成によれば、プレキャストコンクリート
基礎3の凹溝4に水糸2を通すようにプレキャストコン
クリート基礎3を水糸2に合わせてプレキャストコンク
リート基礎3の位置決めができてプレキャストコンクリ
ート基礎3を正確に真っ直ぐ並べて据え付けることがで
きる。
According to the above construction, the precast concrete foundation 3 can be positioned by aligning the precast concrete foundation 3 with the water thread 2 so that the water thread 2 passes through the concave groove 4 of the precast concrete foundation 3. It can be installed precisely straight.

【0007】[0007]

【実施例】プレキャストコンクリート基礎3は断面逆T
字状に形成され、頂面に幅方向の中央で長手方向に亘る
ように断面V字状の凹溝4を図2に示すように凹設して
ある。この凹溝4はプレキャストコンクリート基礎3を
型枠5で成形するとき設けられる。型枠5は図3に示す
ように両側の側部型枠5aと底部型枠5bとで構成さ
れ、底部型枠5bに略逆V字状の突起6を設けてあり、
型枠5にコンクリートを注入して成形したとき突起6に
て凹溝4が形成される。このプレキャストコンクリート
基礎3を施工するあたっては、図1に示すように適当な
間隔を隔てて一対のやり方1を配置し、一対のやり方1
間に複数個のプレキャストコンクリート基礎3を水糸2
に沿って配置し、水糸2に凹溝4が沿うように水糸2と
凹溝4とを合わせてプレキャストコンクリート基礎3の
位置決めをする。このようにして複数個のプレキャスト
コンクリート基礎3を真っ直ぐ並べてプレキャストコン
クリート基礎3を固定して据え付ける。
DESCRIPTION OF THE PREFERRED EMBODIMENTS The precast concrete foundation 3 has an inverted T section.
A concave groove 4 having a V-shaped cross section is formed in the top surface so as to extend in the longitudinal direction at the center in the width direction as shown in FIG. The concave groove 4 is provided when the precast concrete foundation 3 is formed by the mold 5. As shown in FIG. 3, the mold 5 is composed of side molds 5a on both sides and a bottom mold 5b, and the bottom mold 5b is provided with a substantially inverted V-shaped projection 6.
When concrete is poured into the mold 5 and molded, the recesses 4 are formed at the protrusions 6. When this precast concrete foundation 3 is constructed, a pair of methods 1 are arranged at appropriate intervals as shown in FIG.
A plurality of precast concrete foundations 3 are interposed between water strings 2
The pre-cast concrete foundation 3 is positioned by aligning the water thread 2 and the groove 4 so that the groove 4 extends along the water thread 2. In this way, the plurality of precast concrete foundations 3 are arranged straight, and the precast concrete foundations 3 are fixed and installed.

【0008】[0008]

【発明の効果】本発明は上述のように真っ直ぐに張った
水糸に沿って複数個のプレキャストコンクリート基礎を
並べ、プレキャストコンクリート基礎の頂面に幅方向の
中央で長手方向に凹設した凹溝に上記水糸を通して水糸
に合わせてプレキャストコンクリート基礎を真っ直ぐに
して据え付けるので、水糸を基準に水糸に凹溝を合わせ
てプレキャストコンクリート基礎の位置決めをできるも
のであって、水糸にプレキャストコンクリート基礎の位
置を合わせやすくなり、しかもプレキャストコンクリー
ト基礎を正確に合わて据え付けることができるようにな
り、さらに位置を微調整して合わせることができるもの
である。
According to the present invention, a plurality of precast concrete foundations are arranged along a straight water thread as described above, and a groove is formed in the top surface of the precast concrete foundation in the longitudinal direction at the center in the width direction. Since the precast concrete foundation is straightened and installed according to the water thread through the above water thread, the precast concrete foundation can be positioned by aligning the groove with the water thread based on the water thread. The position of the foundation can be easily adjusted, and the precast concrete foundation can be accurately fitted and installed. Further, the position can be finely adjusted and adjusted.

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

【図1】本発明の一実施例を示す斜視図である。FIG. 1 is a perspective view showing an embodiment of the present invention.

【図2】同上のプレキャストコンクリート基礎の要部を
拡大せる斜視図である。
FIG. 2 is an enlarged perspective view of a main part of the same precast concrete foundation.

【図3】同上のプレキャストコンクリート基礎を成形す
る型枠を示すものであって、(a)は全体の断面図、
(b)は要部の一部切欠斜視図である。
FIG. 3 shows a formwork for molding the precast concrete foundation, in which (a) is an overall sectional view,
(B) is a partially cutaway perspective view of a main part.

【図4】従来例を示す斜視図である。FIG. 4 is a perspective view showing a conventional example.

【符号の説明】[Explanation of symbols]

2 水糸 3 プレキャストコンクリート基礎 4 凹溝 2 Water thread 3 Precast concrete foundation 4 Groove

Claims (1)

(57)【特許請求の範囲】(57) [Claims] 【請求項1】 真っ直ぐに張った水糸に沿って複数個の
プレキャストコンクリート基礎を並べ、プレキャストコ
ンクリート基礎の頂面に幅方向の中央で長手方向に凹設
した凹溝に上記水糸を通して水糸に合わせてプレキャス
トコンクリート基礎を真っ直ぐにして据え付けることを
特徴とするプレキャストコンクリート基礎の据え付け方
法。
1. A plurality of precast concrete foundations are arranged along a straight water thread, and the water thread is passed through a groove formed in the top surface of the precast concrete foundation at the center in the width direction in the longitudinal direction. A method for installing a precast concrete foundation, characterized in that the precast concrete foundation is installed straight in accordance with the following.
JP3001773A 1991-01-11 1991-01-11 Installation method of precast concrete foundation Expired - Fee Related JP2582943B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP3001773A JP2582943B2 (en) 1991-01-11 1991-01-11 Installation method of precast concrete foundation

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP3001773A JP2582943B2 (en) 1991-01-11 1991-01-11 Installation method of precast concrete foundation

Publications (2)

Publication Number Publication Date
JPH04289328A JPH04289328A (en) 1992-10-14
JP2582943B2 true JP2582943B2 (en) 1997-02-19

Family

ID=11510896

Family Applications (1)

Application Number Title Priority Date Filing Date
JP3001773A Expired - Fee Related JP2582943B2 (en) 1991-01-11 1991-01-11 Installation method of precast concrete foundation

Country Status (1)

Country Link
JP (1) JP2582943B2 (en)

Families Citing this family (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2838669B2 (en) * 1995-06-13 1998-12-16 英雄 松原 Precast concrete foundation block and foundation formation method
JP2853019B2 (en) * 1995-06-30 1999-02-03 英雄 松原 Precast concrete foundation block and foundation formation method

Also Published As

Publication number Publication date
JPH04289328A (en) 1992-10-14

Similar Documents

Publication Publication Date Title
KR101482522B1 (en) Nodular Box Girder, and Nodular Box Girder Bridge and Constructing Method thereof
JP2582943B2 (en) Installation method of precast concrete foundation
CN1267260C (en) Formwork for precast concrete panels
KR100374538B1 (en) Spacer and the method using the same
JP2903207B2 (en) Method of manufacturing variable slope type waterway block
KR20000066042A (en) Separable jointless joint device and instituting method thereof
JP2586921B2 (en) Concrete stairs and construction method
JPS6238913U (en)
JPS62114983U (en)
JPH0732645Y2 (en) Precast concrete concrete beam-column joint structure
JP3493483B2 (en) U-shaped cross-section gutter with drainage gradient on bottom of inner contour
JP2533344B2 (en) Method for manufacturing half PCa board
JPH05133199A (en) Installing method of waterstop
JPH0626667Y2 (en) Formwork
KR200226634Y1 (en) A Device for Forming a Throating on a Concrete to Cantilever Structure
KR100243437B1 (en) A manufacture method of the culvert
JP2513296Y2 (en) Gutter block
JPH076261Y2 (en) Floor slab structure
JP4151930B2 (en) Side groove forming block body
GB2091774A (en) Shuttering member forming an expansion joint
JP2512327Y2 (en) Concrete formwork for underground beams
JP2639819B2 (en) Formwork for placing concrete
JPH0630994Y2 (en) Ceramic rebar spacer
JPH0886048A (en) Reinforcement spacer
JPH05311675A (en) Beam bottom member for foundation beam and foundation beam construction method

Legal Events

Date Code Title Description
A01 Written decision to grant a patent or to grant a registration (utility model)

Free format text: JAPANESE INTERMEDIATE CODE: A01

Effective date: 19961008

LAPS Cancellation because of no payment of annual fees