JPH0238626A - Assembling method for unit product of concrete foundation - Google Patents
Assembling method for unit product of concrete foundationInfo
- Publication number
- JPH0238626A JPH0238626A JP18727588A JP18727588A JPH0238626A JP H0238626 A JPH0238626 A JP H0238626A JP 18727588 A JP18727588 A JP 18727588A JP 18727588 A JP18727588 A JP 18727588A JP H0238626 A JPH0238626 A JP H0238626A
- Authority
- JP
- Japan
- Prior art keywords
- concrete
- base
- finished products
- finished
- adjustor
- 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
Links
- 239000004567 concrete Substances 0.000 title claims abstract description 28
- 238000000034 method Methods 0.000 title claims description 10
- 230000003014 reinforcing effect Effects 0.000 claims abstract description 7
- 238000009415 formwork Methods 0.000 claims description 12
- 238000010276 construction Methods 0.000 abstract description 6
- 239000011248 coating agent Substances 0.000 abstract description 2
- 238000000576 coating method Methods 0.000 abstract description 2
- 239000011150 reinforced concrete Substances 0.000 abstract description 2
- 230000008878 coupling Effects 0.000 abstract 2
- 238000010168 coupling process Methods 0.000 abstract 2
- 238000005859 coupling reaction Methods 0.000 abstract 2
- 239000011265 semifinished product Substances 0.000 description 3
- 230000000694 effects Effects 0.000 description 2
- 239000004744 fabric Substances 0.000 description 2
- 238000009412 basement excavation Methods 0.000 description 1
- 230000001934 delay Effects 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 239000004570 mortar (masonry) Substances 0.000 description 1
- 239000000047 product Substances 0.000 description 1
- 239000011395 ready-mix concrete Substances 0.000 description 1
- 230000000630 rising effect Effects 0.000 description 1
- 239000002699 waste material Substances 0.000 description 1
Landscapes
- Foundations (AREA)
Abstract
Description
【発明の詳細な説明】
〈産業上の利用分野)
本発明は建築物及び工作物などのコンクリート基礎の現
場組み立て方法に関するものである。DETAILED DESCRIPTION OF THE INVENTION <Industrial Application Field> The present invention relates to a method for on-site assembly of concrete foundations for buildings, works, etc.
(泥−来技術〉
従来は、1.掘削4−2.栗敷→36捨てコンクリート
4.、!出し峠5.鉄筋組み立て→6.ベース型枠→7
.墨出し→8.立ち上がり型枠→9.生コン打設、10
.型枠払い呻11.埋め戻し峠12.天端モルタル塗り
と工程が多く、手間と日数を必要としていた。(Mud - new technology) Previously, 1. Excavation 4-2. Kurishiki → 36 Discarded concrete 4.,!Dashi pass 5. Assembling reinforcing bars → 6. Base formwork → 7
.. Ink out → 8. Standing formwork→9. Ready-mix concrete pouring, 10
.. Formwork removal groan 11. Backfilling pass 12. There were many steps including applying mortar to the crown, which required time and effort.
そして、捨てコンクリート及び生コン打設を行なうと養
生をしなければ次の工程にうつれなく、11天の続く時
期には、工事着手から完了までには相当の日数を必要と
していた欠点があった。Furthermore, once waste concrete and ready-mixed concrete were poured, they could not be transferred to the next step unless they were cured, and during the 11-day period, it took a considerable number of days from start to finish.
(発明の目的〉
かくして、本発明は従来の欠点に対処する六めに創案さ
れたものであって、コンクリート基礎の半製品を現場で
整列して置き、連結して完成させることによって、尚、
天端塗りの必要もな〈従来工法とは違って、捨てコンク
リートを打ち養生しなければならない日数が減り鉄筋組
み立てや型枠組み立て及び型枠払いが簡単で少なくて済
み、捨てコンクリート打設を省略することができ、現場
でのコンクリート打設量を少なくすることができるので
現場作業工程及び作業を少なくすることによって現場で
の工事日数を減らし、作業を簡略することで雨天の続く
時期の工期の遅れに対処し、コンクリート半製品を工場
で製度よく、現場作業より簡略化して生産できるのでコ
ンクリート工事全体の大幅なスピードアヅプができるな
どのコンクリート基礎の組み立て方法を提供することを
目的とするものである。(Objective of the Invention) Thus, the present invention has been devised sixthly to address the drawbacks of the prior art, and by aligning and connecting semi-finished concrete foundations on site and completing them,
There is no need for top coating (unlike conventional construction methods, the number of days required to cast and cure concrete is reduced, making reinforcing bars assembly, formwork erection, and formwork removal easier and less necessary, eliminating the need for pouring concrete) The amount of concrete placed on site can be reduced, which reduces the number of construction days on site by reducing the on-site work process and work, and by simplifying the work, the construction period during periods of continuous rain can be shortened. The purpose of the present invention is to provide a method for assembling concrete foundations that can deal with delays and produce semi-finished concrete products at a factory with a high degree of quality and in a simpler manner than on-site work, thereby greatly speeding up the entire concrete work process. .
〈発明の構成〉
本発明5二よるコンクリート基礎の組み立て方法は、あ
らかじめ制作したコンクリート基礎の半製品を票数ので
きた所へ、コンクリート基礎の半製品を整列して配置し
、アジャスター31f整を行い、通りと天端高さを揃え
て相隣るコンクリート基礎の半製品の鉄筋を連結し、簡
略した型枠を施しコンクリートを打設と引き続いて作業
ができ、一体のコンクリート基礎を制作する構成である
。<Structure of the Invention> The method for assembling a concrete foundation according to the present invention 52 includes arranging and arranging the semi-finished concrete foundations produced in advance in the place where the number of votes has been obtained, aligning the adjuster 31f, The construction is such that the semi-finished reinforcing bars of adjacent concrete foundations are connected with the street and top heights aligned, and a simple formwork is applied so that work can be carried out immediately after pouring the concrete, creating an integrated concrete foundation. .
(実施例〉 以下本発明を図面に示す実施例に基いて説明する。(Example> The present invention will be explained below based on embodiments shown in the drawings.
第1図は、本発明によるコンクリート基礎の半製品を示
す概略図である。FIG. 1 is a schematic diagram showing a semi-finished concrete foundation according to the invention.
第1図(A)は布基礎の半製品、第1図(B)は独立基
礎の半製品、第1図(C)は地中梁を示す。Fig. 1 (A) shows a semi-finished product of a cloth foundation, Fig. 1 (B) shows a semi-finished product of an independent foundation, and Fig. 1 (C) shows an underground beam.
それらは、立ち上がりの部分は鉄筋コンクリートとして
成型し、ベース部分に(3)ベースアングルを取り付け
、尚、それについている(5)アジャスターでレベル調
整できるようにしたコンクリート基礎の半製品を示す。They show semi-finished concrete foundations in which the rising part is molded as reinforced concrete, the base part is equipped with (3) a base angle, and the level can be adjusted using the (5) adjuster attached to it.
第212Iは、第1図(A)の布基礎の組み立て方法の
斜視図を示す。212I shows a perspective view of the method of assembling the cloth foundation of FIG. 1(A).
まず、第1図(A)の半製品を吊り込んで配列よく配置
しく5)アジヤスクーによってrモ意の天端高さに揃え
る。そして、(11)連結鉄筋を連結する。次に、(8
)ベース枠と(9)連結型枠を(11)型枠締は具によ
って組み(7)現場打°ちコンクリート打設をするもの
である。First, hang the semi-finished products shown in Fig. 1 (A) and arrange them in a well-arranged manner. Then, (11) connect the connecting reinforcing bars. Next, (8
) The base frame and (9) the connecting formwork are assembled (11) with tools to tighten the formwork, and (7) concrete is placed on site.
尚、第1図(B)及び(C)も同様の方法で容易に連結
することが出来るものである。Note that FIGS. 1(B) and 1(C) can also be easily connected in the same manner.
〈発明の効果〉
かくして、本発明は以上の1式よりなる。そして、本発
明のコンクリート基礎の組み立て方法であれば、従来の
現場施工の大半を作業のし易い所で(工場などで)能率
よくでき、また、雨天の続く時期にも現場以外で作業が
でき、尚、現場での作業を大幅に減らすことができるの
で、きわめて容易に、がっ、正確安全にでき、しかも作
業能率を大幅に向上させることができる等の優れた効果
を発するものである。<Effects of the Invention> Thus, the present invention consists of the above one system. Furthermore, with the concrete foundation assembly method of the present invention, most of the conventional on-site construction work can be done efficiently in a convenient location (such as a factory), and work can also be done off-site during periods of continuous rain. Furthermore, since the work at the site can be greatly reduced, it can be done very easily, accurately and safely, and it also has excellent effects such as being able to greatly improve work efficiency.
第1図(B)は独立基礎、第1ず(C)は地中梁の各断
面図であり、第2図は、第1図(A)の組み立て方法の
斜視図の概略図である。FIG. 1(B) is a cross-sectional view of an independent foundation, FIG. 1(C) is a cross-sectional view of an underground beam, and FIG. 2 is a schematic perspective view of the assembly method shown in FIG. 1(A).
(1)アンカーボルト、(2)鉄筋、(3)ベースアン
グル、(4)ベースアングル取り付は用アングル、(5
)アジャスター 、(6)半製品のコンクリート、(7
)現場打ちコンクリ−1−、(8)ベース型枠、(9)
連結型枠、 (10)型枠めf月L(11)連結鉄筋(1) Anchor bolt, (2) Rebar, (3) Base angle, (4) Base angle mounting angle, (5)
) adjuster, (6) semi-finished concrete, (7
) Cast-in-place concrete-1-, (8) Base formwork, (9)
Connecting formwork, (10) Formwork L (11) Connecting reinforcing bars
Claims (1)
、アジャスターでレベル調整をし鉄筋を連結し型枠を施
し、コンクリート半製品の連結部分とベース部分にコン
クリート打設し一体の基礎を造る方法A method of building an integrated foundation by arranging the semi-finished concrete products of the foundation on the site, adjusting the level with an adjuster, connecting the reinforcing bars and applying formwork, and pouring concrete between the connecting parts of the semi-finished concrete products and the base part.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP18727588A JPH0238626A (en) | 1988-07-26 | 1988-07-26 | Assembling method for unit product of concrete foundation |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP18727588A JPH0238626A (en) | 1988-07-26 | 1988-07-26 | Assembling method for unit product of concrete foundation |
Publications (1)
Publication Number | Publication Date |
---|---|
JPH0238626A true JPH0238626A (en) | 1990-02-08 |
Family
ID=16203145
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP18727588A Pending JPH0238626A (en) | 1988-07-26 | 1988-07-26 | Assembling method for unit product of concrete foundation |
Country Status (1)
Country | Link |
---|---|
JP (1) | JPH0238626A (en) |
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPH08105064A (en) * | 1994-10-07 | 1996-04-23 | Natl House Ind Co Ltd | Construction of footing |
JP2014070465A (en) * | 2012-10-01 | 2014-04-21 | Nihon Jutaku Corp | Set of concrete foundation construction |
-
1988
- 1988-07-26 JP JP18727588A patent/JPH0238626A/en active Pending
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPH08105064A (en) * | 1994-10-07 | 1996-04-23 | Natl House Ind Co Ltd | Construction of footing |
JP2014070465A (en) * | 2012-10-01 | 2014-04-21 | Nihon Jutaku Corp | Set of concrete foundation construction |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
JPH0238626A (en) | Assembling method for unit product of concrete foundation | |
JPH11241311A (en) | Construction method of concrete bridge pier | |
JP2566872B2 (en) | Megane Bridge Wind Assembly Bridge | |
JPH03279533A (en) | Constructing method for rigid-frame type rc super-high building | |
JPH0464096A (en) | Construction method of nuclear power plant | |
JP2846937B2 (en) | Manufacturing method of composite concrete columns | |
JP2578671B2 (en) | Column and beam construction method | |
JPH06212645A (en) | Use of existing concrete for architectural foundation | |
JPS62178634A (en) | Framework construction method of structure | |
JPH01287336A (en) | Steel frame reinforced concrete lamination construction | |
JP2990216B2 (en) | Construction method of reinforced concrete building | |
AU703801B2 (en) | Building construction method | |
JP2811211B2 (en) | Flat slab construction method | |
SU1604889A1 (en) | Method of errecting groove sections of hydraulic engineering structure gates | |
JP3069610B2 (en) | Concrete casting method and casting formwork | |
CN117188605A (en) | Novel large-diameter concrete cylinder construction structure and construction method thereof | |
CN115288427A (en) | Method for erecting framework structure settlement joint formwork | |
JPS5819804B2 (en) | Construction method of concrete truss | |
JPH04149365A (en) | Construction method of beam | |
JPH02229322A (en) | Working method for foundation with pc formwork | |
JPH04353137A (en) | Hexagonal structure made of precast reinforced concrete | |
JPH04191698A (en) | Installing method turbine foundation mold form and condenser | |
JPS6245837A (en) | Construction work for foundation of turbine generator | |
JPH07233564A (en) | Construction method of core wall type building | |
JPS63171939A (en) | Execution of reinforced concrete building |