JPS63103139A - Construction method for erecting pillar in foundation part - Google Patents
Construction method for erecting pillar in foundation partInfo
- Publication number
- JPS63103139A JPS63103139A JP24648186A JP24648186A JPS63103139A JP S63103139 A JPS63103139 A JP S63103139A JP 24648186 A JP24648186 A JP 24648186A JP 24648186 A JP24648186 A JP 24648186A JP S63103139 A JPS63103139 A JP S63103139A
- Authority
- JP
- Japan
- Prior art keywords
- foundation
- column
- space
- pillar
- construction method
- 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
- 238000010276 construction Methods 0.000 title description 9
- 238000000034 method Methods 0.000 claims description 5
- 238000009415 formwork Methods 0.000 description 8
- 230000015572 biosynthetic process Effects 0.000 description 1
- 238000007796 conventional method Methods 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 239000000463 material Substances 0.000 description 1
- 238000000465 moulding Methods 0.000 description 1
- 238000009740 moulding (composite fabrication) Methods 0.000 description 1
- 239000011819 refractory material Substances 0.000 description 1
Landscapes
- Joining Of Building Structures In Genera (AREA)
Abstract
(57)【要約】本公報は電子出願前の出願データであるた
め要約のデータは記録されません。(57) [Abstract] This bulletin contains application data before electronic filing, so abstract data is not recorded.
Description
【発明の詳細な説明】
（産業上の利用分野）
この発明は、建物における基礎部と柱との一体化工法に
関するものである。DETAILED DESCRIPTION OF THE INVENTION (Industrial Application Field) The present invention relates to a method of integrating a foundation and a column in a building.
（従来技術）
従来この種の工法としては、まず型枠組みを行うと共に
、コンクリート打設を行って底盤を形成する。その後こ
の底盤上に再び型枠を組み、この型枠内に柱を立設し彦
からコンクリートを打設して底盤を含くむ基礎部と柱と
を一体化するものが一般に知られている。(Prior Art) Conventionally, in this type of construction method, a formwork is first made, and then concrete is poured to form a base plate. It is generally known that a formwork is then reassembled on this base plate, columns are erected within this formwork, and concrete is poured from the ground to integrate the pillars and the foundation including the base plate.
（この発明が解決すべき問題点）
しかし型枠を二度にわたシ組む必要があり、柱を一体化
して立設する際の施工時間が長いものであった。(Problems to be Solved by the Invention) However, it was necessary to assemble the formwork twice, and the construction time when the pillars were integrated and erected was long.
この考案は前述した事情に鑑み創案されたもので、その
目的は施工時間を短縮することのできる注文設工法を提
供することにある。This idea was devised in view of the above-mentioned circumstances, and its purpose is to provide a custom construction method that can shorten construction time.
（問題点を解決するための手段）
、 この発明によれば柱埋込み空間部を残して基礎部を
形成してから、前記空間部を利用して柱を基礎部と一体
化して立設することとする。(Means for Solving the Problems) According to the present invention, after forming a foundation with a column embedding space left, the column is erected integrally with the foundation using the space. shall be.
そして基礎部の形成時に柱の立設を行わないことがら底
盤を含くむ基礎部を一度のコンクリート打設で形成でき
ると共に、柱の立設を予じめ形成された空間部へ挿入す
るだけで立設できるようにして、施工時間を短縮するも
のである。Since the columns are not erected when forming the foundation, the foundation including the bottom plate can be formed in one step by pouring concrete, and the columns can be erected simply by inserting them into the pre-formed space. It can be installed upright, reducing construction time.
（実 施 例） 以下この考案を図示する実施例に基いて説明する。(Example) This invention will be explained below based on illustrated embodiments.
こρ実施例に使用されている柱１は、断面１字状のもの
′の一端部に断面Ｔ字状のものを設けて断面略り字状に
形成されておシ、表面に耐火材２が被覆されているもの
である。（第１図参照）またこの柱１の下端部には、耐
火材２が被覆されておらず、スタッド３が複数突設して
いる埋込み部４が形成されている。さらにこの埋込み部
４の直上部には、後述する基礎部５に突設されているア
ンカー６への固定用取付金具７が設けられている。The pillar 1 used in this embodiment has a T-shaped cross section at one end of the pillar 1, which has a T-shaped cross section, and is formed into an abbreviated cross-sectional shape. is coated. (See FIG. 1) Further, at the lower end of this column 1, an embedded portion 4 is formed which is not covered with the refractory material 2 and has a plurality of studs 3 protruding therefrom. Further, directly above the embedded portion 4, a mounting bracket 7 for fixing to an anchor 6 protruding from the base portion 5, which will be described later, is provided.
そしてこの柱１を立設するには、まず型枠８を枠組みし
てコンクリートを打設し、柱埋込み用空間部９を残した
底盤１０も含くむ基礎部５を形成する。なおこの時に空
間部９の周辺の所定位置に柱１固定用のアンカー６を設
けておく。（第２図参照）
次に基礎部５用の打設コンク！Ｊ−１−１１が凝固した
ら脱型して、柱１の埋込み部４を空間部９へ挿入し、取
付金具７をアンカー６へ固定すると共に、後打ちコンク
リート１２を空間部９へ打設する。To erect this pillar 1, first, a formwork 8 is used as a framework and concrete is poured to form a foundation 5 including a bottom plate 10 with a column embedding space 9 left. At this time, an anchor 6 for fixing the column 1 is provided at a predetermined position around the space 9. (See Figure 2) Next is pouring concrete for foundation part 5! Once J-1-11 has solidified, it is demolded, the embedded part 4 of the column 1 is inserted into the space 9, the mounting bracket 7 is fixed to the anchor 6, and post-cast concrete 12 is poured into the space 9. .
（第１図および第３図参照）
そして後打ちコンクリート１２が凝固することにより、
柱１が基礎部５と一体化し、柱１が基礎部５上に立設す
ることになる。(See Figures 1 and 3) As the post-cast concrete 12 solidifies,
The pillar 1 is integrated with the foundation part 5, and the pillar 1 is erected on the foundation part 5.
なおこの発明方法における柱および基礎部は、前述した
実施例のものに限らずに、「特許請求の範囲」で記載し
た方法が行えるものならばどのようなものでもよい。Note that the pillars and foundations in this method of the invention are not limited to those of the above-described embodiments, but may be of any type as long as the method described in the "claims" can be carried out.
（発明の効果）
■ 基礎部を形成してから柱を立設することにより、従
来のように基礎の形成と柱の立設とを同時に行うことか
ら、底盤と基礎とを別々に型枠組み脱型して形成する必
要があるという面倒な作業が必要なく、一度の型枠工事
で施工できるので施工時間を短縮できる。(Effects of the invention) ■ By forming the foundation and then erecting the columns, unlike conventional methods, the formation of the foundation and the erection of the columns are performed at the same time, so the bottom plate and the foundation can be removed from the formwork separately. There is no need for the troublesome work of molding and forming, and construction can be done in one formwork, reducing construction time.
■ 柱は予じめ形成した基礎部の空間部内へ挿入し空間
部内へ後打コンクリートを打設するだけで容易に立設で
きるので、従来のように基礎を形成する時に枠組みした
型枠内での仮固定および位置決めという面倒な作業が必
要なく、注文設施工の時間を短縮できる。■ Columns can be easily erected by simply inserting them into the space of the pre-formed foundation and pouring post-cast concrete into the space. This eliminates the need for the troublesome work of temporary fixing and positioning, which can shorten the time required for custom-built construction.
第１図はこの発明方法による注文設状態を示す斜視図、
第２図は基礎部形成状態を示す断面図、第３図は基礎部
に柱を一体化して立設した状態を示す断面図である。
１・・・柱、 ２・・・耐火材、 ３・・・スタッ
ド、４・・・埋込み部、 ５・・・基礎部、 ６・
・・アンカー、７・・・固定用取付金具、 ８・・・
型枠、 ９・・・空間部、１ｏ・・・底盤、１１・・
・打設コンクリート、］２・・・後打ちコンクリート。
第１図FIG. 1 is a perspective view showing a custom-installed state according to the method of this invention;
FIG. 2 is a cross-sectional view showing a state in which the foundation is formed, and FIG. 3 is a cross-sectional view showing a state in which columns are integrated and erected on the foundation. 1... Column, 2... Fireproof material, 3... Stud, 4... Embedded part, 5... Foundation part, 6...
...Anchor, 7...Fixing mounting bracket, 8...
Formwork, 9...Space, 1o...Bottom plate, 11...
・Pour concrete,] 2... Post-cast concrete. Figure 1
Claims (1)
コンクリート打設で形成した後に、前記空間部内に、柱
を挿入すると共に、後打コンクリートを打設し、前記基
礎部と柱とを一体化してなることを特徴とする基礎部へ
の柱立設工法。After forming the foundation including the bottom plate in a single concrete pour leaving a space for embedding the column, insert the column into the space and pour post-cast concrete to connect the foundation and the column. A method for installing columns on the foundation, which is characterized by integrating the pillars.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP24648186A JPS63103139A (en) | 1986-10-18 | 1986-10-18 | Construction method for erecting pillar in foundation part |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP24648186A JPS63103139A (en) | 1986-10-18 | 1986-10-18 | Construction method for erecting pillar in foundation part |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| JPS63103139A true JPS63103139A (en) | 1988-05-07 |
Family
ID=17149036
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP24648186A Pending JPS63103139A (en) | 1986-10-18 | 1986-10-18 | Construction method for erecting pillar in foundation part |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPS63103139A (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2021085316A (en) * | 2019-11-29 | 2021-06-03 | 大和ハウス工業株式会社 | Frame type structure |
Citations (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS59192145A (en) * | 1983-04-14 | 1984-10-31 | 東急建設株式会社 | Fixing of iron pillar |
-
1986
- 1986-10-18 JP JP24648186A patent/JPS63103139A/en active Pending
Patent Citations (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS59192145A (en) * | 1983-04-14 | 1984-10-31 | 東急建設株式会社 | Fixing of iron pillar |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2021085316A (en) * | 2019-11-29 | 2021-06-03 | 大和ハウス工業株式会社 | Frame type structure |
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