JPS6332023A - Foundation structure for building - Google Patents
Foundation structure for buildingInfo
- Publication number
- JPS6332023A JPS6332023A JP17559086A JP17559086A JPS6332023A JP S6332023 A JPS6332023 A JP S6332023A JP 17559086 A JP17559086 A JP 17559086A JP 17559086 A JP17559086 A JP 17559086A JP S6332023 A JPS6332023 A JP S6332023A
- Authority
- JP
- Japan
- Prior art keywords
- concrete
- base
- cylinder
- foundation
- foundation structure
- 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.)
- Granted
Links
- 239000000835 fiber Substances 0.000 claims abstract description 5
- NJPPVKZQTLUDBO-UHFFFAOYSA-N novaluron Chemical compound C1=C(Cl)C(OC(F)(F)C(OC(F)(F)F)F)=CC=C1NC(=O)NC(=O)C1=C(F)C=CC=C1F NJPPVKZQTLUDBO-UHFFFAOYSA-N 0.000 claims description 12
- 230000000087 stabilizing effect Effects 0.000 claims description 2
- 238000010276 construction Methods 0.000 abstract description 12
- 238000009415 formwork Methods 0.000 abstract description 6
- 230000003014 reinforcing effect Effects 0.000 abstract description 5
- 238000000034 method Methods 0.000 abstract description 3
- 239000004568 cement Substances 0.000 description 3
- 239000002184 metal Substances 0.000 description 2
- 230000002787 reinforcement Effects 0.000 description 2
- 230000006641 stabilisation Effects 0.000 description 2
- 238000011105 stabilization Methods 0.000 description 2
- 239000003795 chemical substances by application Substances 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 238000001125 extrusion Methods 0.000 description 1
- 238000009432 framing Methods 0.000 description 1
- 238000002347 injection Methods 0.000 description 1
- 239000007924 injection Substances 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 238000010422 painting Methods 0.000 description 1
- 230000035515 penetration Effects 0.000 description 1
- 238000009991 scouring Methods 0.000 description 1
- 238000009423 ventilation Methods 0.000 description 1
- 238000003466 welding Methods 0.000 description 1
Landscapes
- Foundations (AREA)
- Rod-Shaped Construction Members (AREA)
Abstract
Description
【発明の詳細な説明】
〔発明の目的〕
（産業上の利用分野）
本発明は建物用基礎構造物に関し、さ”らに詳しくは、
施工が工期および工費の面で極めて経済的な建物用基礎
構造物に関する。[Detailed description of the invention] [Object of the invention] (Industrial application field) The present invention relates to a building foundation structure, and more specifically,
This invention relates to a building foundation structure that is extremely economical to construct in terms of construction period and construction cost.
（従来の技術）
従来の建物用基礎構造物は、添付した第８図に示される
通り、掘った溝１の底部に配設された土台２と、土台２
の上に配置され鉄筋１１を埋設するコンクリート８から
なるものである。この構造物の施工は、予め配筋を行い
、枠組みして型枠を作り、この型枠にセメントを注入し
て硬化後に型枠を解体して実施されていた。(Prior Art) As shown in the attached FIG.
It consists of concrete 8 placed on top of which reinforcing bars 11 are buried. Construction of this structure was carried out by arranging reinforcement in advance, creating a formwork by framing, pouring cement into the formwork, and dismantling the formwork after it hardened.
（発明が解決しようとする問題点）
従来の構造物の施工には、施工現場で鉄筋の加工ないし
は配筋をする必要があるのみならず、後に解体除去され
る必要のあるセメント注入用の型枠を組む必要があり、
さらにかかる作業が施工現場で行なわれるために基礎構
造物の精度が低下する１頃向があった。(Problems to be solved by the invention) In the construction of conventional structures, it is not only necessary to process or arrange reinforcing bars at the construction site, but also to use molds for cement injection, which must be dismantled and removed later. It is necessary to frame
Furthermore, since such work is carried out at the construction site, the accuracy of the foundation structure tends to deteriorate.
また、かかる一連の作業は必然的にけれん作業もしくは
左官仕上げなどの後作業を必要とし工費も多額なものと
なっていた。Furthermore, such a series of operations necessarily required post-work such as scouring or plastering, and the construction costs were high.
（問題を解決するための手段）
本発明者は、上記した問題点を解決するために鋭意研究
を重ねた結果、従来の鉄筋およびコンクリートパネル、
メタルフオームなどの型枠に代えて繊維を含むコンクリ
ート製の筒体を用いて建物用の基礎構造物を構築できる
ことを見い出し、本発明を完成するに到った。(Means for Solving the Problems) As a result of intensive research to solve the above-mentioned problems, the inventors of the present invention have found that conventional reinforcing bars and concrete panels,
The inventors have discovered that it is possible to construct foundation structures for buildings using concrete cylinders containing fibers instead of formwork such as metal forms, and have completed the present invention.
すなわち、本発明の建物用基礎構造物は、掘った溝の底
部に配設された土台と、土台の上に配置され支持具を備
えるとともに、高さ調整ボルトを備える受け台を埋設す
るコンクリートの基礎安定部と、前記受け台に直立する
繊維を含むコンクリート製の筒体と、前記筒体の中に打
ち込まれたコンクリートとからなることを特徴とするも
のである。That is, the building foundation structure of the present invention includes a foundation placed at the bottom of a dug trench, a concrete support placed on the foundation, and a support provided with a height adjustment bolt buried therein. It is characterized by comprising a foundation stabilizing part, a concrete cylinder containing fibers standing upright on the pedestal, and concrete poured into the cylinder.
以下、本発明の一実施例を図面に基づいて説明する。な
お、本明細書に添付された図面中、同一の符号は同一の
意味を有する。Hereinafter, one embodiment of the present invention will be described based on the drawings. Note that the same symbols have the same meanings in the drawings attached to this specification.
第１図は本発明の基礎構造物の縦断面図を示し、１は地
面に掘った溝であり、その溝の底部に土台２が配設され
ている。土台２の上には支持具３および高さ調整ボルト
４を備えた受け台５が配置され、その全体がコンクリー
トで埋設されて基礎安定部６が形成されている。７は筒
体であり、その下部が支持具３により支持されるととも
に、高さ調整ボルト４により正確な高さおよび位置に配
置される。この支持具３および高さ調整ボルト４を備え
た受け台５はそれ自体が従来の構造物の基礎部の鉄筋の
役割を果たすものである。したがって、これらの各要素
がコンクリートで埋設されて基礎安定部を形成して一体
となり建物用の基礎構造物としての必要な強度を有する
こととなる。受け台５に直立する筒体７は、一般に知ら
れた無機もしくは有機の繊維 ° ゛、
を混合したセメントを押し出し成形などして得られた
成形品である。８は筒体７中に注入され養生硬化された
コンクリートである。９は必要に応じて構造物の所定位
置に配設されるアンカーボルトであり、１０は必要に応
じて施される後作業の塗装仕上げ部分である。FIG. 1 shows a vertical cross-sectional view of the foundation structure of the present invention, in which 1 is a trench dug in the ground, and a foundation 2 is disposed at the bottom of the trench. A pedestal 5 equipped with a support 3 and a height adjustment bolt 4 is arranged on the foundation 2, and the entirety is buried in concrete to form a foundation stable part 6. 7 is a cylindrical body, the lower part of which is supported by a support 3 and placed at an accurate height and position by a height adjustment bolt 4. The support 3 and the pedestal 5 with the height adjustment bolt 4 itself serve as reinforcing bars for the foundation of a conventional structure. Therefore, each of these elements is buried in concrete to form a foundation stabilization section, which together has the necessary strength as a foundation structure for a building. The cylindrical body 7 standing upright on the pedestal 5 is made of generally known inorganic or organic fibers.
It is a molded product obtained by extrusion molding of cement mixed with. 8 is concrete poured into the cylinder 7 and cured and hardened. Reference numeral 9 indicates an anchor bolt that is arranged at a predetermined position of the structure as necessary, and reference numeral 10 indicates a painted finish portion that is performed afterward as necessary.
第２図は本発明に係る筒体の直線部分を示す斜視図であ
り、筒体の各寸法は、建物の種類にもよるが、通常は縦
、横、高さが、それぞれ、約９０口、約９０ｃｍ、約１
２ｃｍ程度である。FIG. 2 is a perspective view showing a straight part of the cylinder according to the present invention, and the dimensions of the cylinder vary depending on the type of building, but usually the length, width, and height are about 90 units each. , about 90cm, about 1
It is about 2 cm.
第３図は本発明に係る筒体の角部を示す斜視図であり、
筒体の形状はこれ以外に対応する部位に応じた数種類の
ものがある。また、換気口や配管貫通口を有していても
よい。FIG. 3 is a perspective view showing a corner of the cylindrical body according to the present invention;
There are several other shapes of the cylindrical body depending on the corresponding parts. Further, it may have a ventilation port or a pipe penetration port.
第４図は本発明に係る受け台の直線部分を示す斜視図で
あり、受け台の寸法は建物の種類にもよるが、通常は約
５ｃｍ程度の辺で、約１８０ｃｍ程度の長さであって、
例えばこの寸法のＬ半調がある。FIG. 4 is a perspective view showing the straight part of the pedestal according to the present invention, and the dimensions of the pedestal depend on the type of building, but usually the sides are about 5 cm and the length is about 180 cm. hand,
For example, there is an L half tone with this size.
３ａは高さ調整ボルト４のめねじ部を有し、支持具３の
両端部に溶接などにより接続されている。3a has a female threaded portion of a height adjustment bolt 4, and is connected to both ends of the support 3 by welding or the like.
３ｂは３ａと同様に支持具３の所定部位で接続されてお
り、その桁数は支持具３の長さに応じて定められる。Similar to 3a, 3b is connected to a predetermined portion of the support 3, and the number of digits is determined according to the length of the support 3.
第５図は本発明に係る受け台の角部分を示す斜視図であ
り、受け台３の形状は図に示されるものの以外に対応す
る部位に応じた数種類のものがある。FIG. 5 is a perspective view showing a corner portion of the pedestal according to the present invention, and there are several shapes of the pedestal 3 other than those shown in the figure depending on the corresponding parts.
第６図は本発明に係る筒体の組み合せた状態を示す斜視
図であり、７ａおよび７ｂは筒体６の接合部であり、そ
の接合部において筒体６は相互に嵌合する構造となって
いる。FIG. 6 is a perspective view showing a state in which the cylinders according to the present invention are combined, and 7a and 7b are the joint parts of the cylinders 6, and the cylinders 6 have a structure in which they fit into each other at the joint part. ing.
第７図は本発明に係る受け台の組み合わせた状態を示す
斜視図であり、１１は接合金具であり、必要に応じて接
合強度を確保するために使用される。FIG. 7 is a perspective view showing a combined state of the pedestal according to the present invention, and 11 is a joint metal fitting, which is used to ensure joint strength as necessary.
以上に詳述した通り、本発明の建物用基礎構造物は、施
工現場で細かく配筋をしたり、型枠を組んだりする必要
がないので工期を格段に短縮できる。また、受け台や筒
体は工場生産品であるため精度が高く、現場ではそれら
を布設するのみで、基礎構造物の位置もしくは高さが正
確に定まる。As detailed above, the building foundation structure of the present invention does not require detailed reinforcement or formwork at the construction site, so the construction period can be significantly shortened. Furthermore, since the pedestals and cylinders are factory-produced products, they have high precision, and the position or height of the foundation structure can be determined accurately on site simply by laying them down.
さらに、筒体の外観は平滑であり、従来のように左官仕
上げなどの修正を施す必要もなく、仕上げにも塗装方法
などの簡易な方法で十分なため、工費も著しく低減でき
るなどの利点がある。Furthermore, the appearance of the cylinder is smooth, and there is no need for modifications such as plastering as in the past, and a simple method such as painting is sufficient for finishing, which has the advantage of significantly reducing construction costs. be.
第１図は本発明の基礎構造物の縦断面図であり、第２図
および第３図はそれぞれ本発明に係る筒体の直線部分お
よび角部分を示す斜視図であり、第４図および第５図は
それぞれ本発明に係る受け台の直線部分および角部分を
示す斜視図であり、第６図は本発明に係る筒体の組み合
わせた状態を示す斜視図であり、第７図は本発明に係る
受け台の組み合わせた状態を示す斜視図であり、第８図
は従来の基礎構造物の縦断面図である。
１・・・溝、２・・・土台、３・・・支持具、４・・・
高さ調整ボルト、５・・・受け台、６・・・基礎安定部
、７・・・筒体、８・・・コンクリート。
代理人 弁理士 １）代 蒸 治
第１図
第２図
第３図
第８図FIG. 1 is a vertical sectional view of the basic structure of the present invention, FIGS. 2 and 3 are perspective views showing a straight portion and a corner portion of the cylindrical body according to the present invention, respectively, and FIGS. FIG. 5 is a perspective view showing a straight portion and a corner portion of the cradle according to the present invention, FIG. 6 is a perspective view showing a combined state of the cylinder body according to the present invention, and FIG. FIG. 8 is a perspective view showing a combined state of the cradle according to the present invention, and FIG. 8 is a longitudinal sectional view of a conventional foundation structure. 1...Groove, 2...Foundation, 3...Support, 4...
Height adjustment bolt, 5... pedestal, 6... foundation stabilization part, 7... cylindrical body, 8... concrete. Agent Patent Attorney 1) Osamu Umi Figure 1 Figure 2 Figure 3 Figure 8
Claims (1)
置され支持具３を備え、かつ高さ調整ボルト４を備えた
受け台５を埋設するコンクリートの基礎安定部６と、前
記受け台に直立する繊維を含むコンクリート製の筒体７
と、前記筒体の中に打ち込まれたコンクリート８とから
なる建物用基礎構造物。a foundation 2 disposed at the bottom of a dug trench 1; a concrete foundation stabilizing part 6 in which a pedestal 5 disposed on the foundation and provided with a support 3 and a height adjustment bolt 4 is buried; A concrete cylindrical body 7 containing fibers standing upright on the pedestal.
and concrete 8 poured into the cylindrical body.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP61175590A JPH073071B2 (en) | 1986-07-28 | 1986-07-28 | Building substructure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP61175590A JPH073071B2 (en) | 1986-07-28 | 1986-07-28 | Building substructure |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPS6332023A true JPS6332023A (en) | 1988-02-10 |
| JPH073071B2 JPH073071B2 (en) | 1995-01-18 |
Family
ID=15998740
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP61175590A Expired - Lifetime JPH073071B2 (en) | 1986-07-28 | 1986-07-28 | Building substructure |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPH073071B2 (en) |
Citations (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS5511178A (en) * | 1978-07-10 | 1980-01-25 | Kobe Steel Ltd | Repairing method for desulfurizing lance pipe of mixer car |
| JPS5936068A (en) * | 1982-08-19 | 1984-02-28 | Toray Ind Inc | Film cutting method and device thereof |
-
1986
- 1986-07-28 JP JP61175590A patent/JPH073071B2/en not_active Expired - Lifetime
Patent Citations (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS5511178A (en) * | 1978-07-10 | 1980-01-25 | Kobe Steel Ltd | Repairing method for desulfurizing lance pipe of mixer car |
| JPS5936068A (en) * | 1982-08-19 | 1984-02-28 | Toray Ind Inc | Film cutting method and device thereof |
Also Published As
| Publication number | Publication date |
|---|---|
| JPH073071B2 (en) | 1995-01-18 |
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