JPH073071B2 - Building substructure - Google Patents
Building substructureInfo
- Publication number
- JPH073071B2 JPH073071B2 JP61175590A JP17559086A JPH073071B2 JP H073071 B2 JPH073071 B2 JP H073071B2 JP 61175590 A JP61175590 A JP 61175590A JP 17559086 A JP17559086 A JP 17559086A JP H073071 B2 JPH073071 B2 JP H073071B2
- Authority
- JP
- Japan
- Prior art keywords
- concrete
- pedestal
- hollow molded
- molded body
- hollow
- 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 - Lifetime
Links
- 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 20
- 239000000835 fiber Substances 0.000 claims description 4
- 230000000149 penetrating effect Effects 0.000 claims description 4
- 238000009751 slip forming Methods 0.000 claims description 2
- 238000010276 construction Methods 0.000 description 15
- 238000009415 formwork Methods 0.000 description 7
- 230000000087 stabilizing effect Effects 0.000 description 5
- 230000003014 reinforcing effect Effects 0.000 description 3
- 238000000034 method Methods 0.000 description 2
- 206010028347 Muscle twitching Diseases 0.000 description 1
- 229910000831 Steel Inorganic materials 0.000 description 1
- 230000015572 biosynthetic process Effects 0.000 description 1
- 239000004568 cement Substances 0.000 description 1
- 230000007423 decrease Effects 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 238000001125 extrusion Methods 0.000 description 1
- 239000002184 metal Substances 0.000 description 1
- 239000006262 metallic foam Substances 0.000 description 1
- 239000000203 mixture Substances 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 239000003973 paint Substances 0.000 description 1
- 238000010422 painting Methods 0.000 description 1
- 230000035515 penetration Effects 0.000 description 1
- 230000002787 reinforcement Effects 0.000 description 1
- 239000010959 steel Substances 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)
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] (Field of Industrial Application) The present invention relates to a building substructure, and more specifically, a building substructure that is extremely economical in terms of construction period and construction cost. Regarding
(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、この型枠に生コンクリートを注
入して硬化後に型枠を解体して実施されていた。(Prior Art) A conventional foundation structure for a building is, as shown in FIG. 8 attached, a base 2 arranged at the bottom of a trench 1 and a base 2
It consists of concrete 8 which is placed on top of which the reinforcing bars 11 are buried. For the construction of this structure, reinforcement is done in advance,
It was carried out by making a frame to form a formwork, pouring ready-mixed concrete into this formwork, and dismantling the formwork after hardening.
(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、生コンクリート注
入用の型枠を組み、かつ注入したコンクリートが硬化し
た後、この型枠を再び解体して撤去する必要があり、施
工工期の長期化及び工費の高騰を招き、、さらにかかる
作業が施工現場で行われるために基礎構造物の精度が低
下する傾向があった。(Problems to be solved by the invention) In the construction of the conventional structure, it is necessary not only to process or arrange the reinforcing bars at the construction site, but also to assemble and inject the formwork for pouring fresh concrete. After the concrete has hardened, it is necessary to dismantle and remove this formwork again, which leads to a longer construction period and a higher construction cost, and since such work is performed at the construction site, the accuracy of the foundation structure is reduced. It tended to decline.
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。従って、本発明の目的は、施工工期の短縮
化及び工費の低減が図られ、かつ基礎構造物の精度確保
が得られる建物用基礎構造物を提供することにある。In addition, such a series of work inevitably requires post-work such as twitching work or plastering, resulting in a large construction cost. Therefore, an object of the present invention is to provide a foundation structure for a building in which the construction period can be shortened, the construction cost can be reduced, and the accuracy of the foundation structure can be ensured.
(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、従来の現場での配筋作業を廃止し、かつ
コンクリートパネル、メタルフォームなどの型枠に代え
て繊維を含むコンクリート製の中空成形体を用いて建物
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 Problem) As a result of intensive studies to solve the above-mentioned problems, the present inventor has abolished the conventional bar arrangement work, and is capable of producing concrete panels, metal foams, and the like. The inventors have found that a hollow structure made of concrete containing fibers can be used instead of the formwork to construct a basic structure for a building, and have completed the present invention.
すなわち、本発明における建物用基礎構造物は、適宜間
隔をおいて対向して延設する支持具と、これら支持具間
を連結する複数の連結部材と、連結部材の両端に設けら
れた高さ調整ボルトとを備えた受け台を掘った溝の底部
に配設された土台上に配置して、該受け台をコンクリー
トで埋設した基礎安定部と、前記受け台上に立設する繊
維を含むコンクリート製でかつ上下方向に中空部を具備
する中空成形体と、この中空成形体の中空部内に打設さ
れ、前記受け台を埋設したコンクリートと連続形成され
たコンクリートとを有することを特徴するものである。That is, the building substructure in the present invention is a support tool extending facing each other at an appropriate interval, a plurality of connecting members for connecting the support tools, and the heights provided at both ends of the connecting member. A pedestal provided with an adjusting bolt is arranged on a base disposed at the bottom of the dug groove, and the pedestal includes a foundation stabilizing part in which the pedestal is embedded with concrete, and fibers standing on the pedestal. A hollow molded body made of concrete and provided with a hollow portion in the vertical direction, and a concrete which is cast in the hollow portion of the hollow molded body and concrete in which the pedestal is buried and continuous formation Is.
以下、本発明の一実施例を図面に基づいて説明する。An embodiment of the present invention will be described below with reference to the drawings.
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、適宜間隔をおいて対向する支
持具3、これら支持具3間を連結する連結部材3aおよび
連結部材3aの両端に設けられた高さ調整ボルト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は中空成形体
であり、その下部が支持具3により支持されるととも
に、前記受け台5の連結部材3aに設けられた調整ボルト
4により受け台5の高さを調整することにより正確な高
さおよび傾倒位置に調整され配置される。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
に直立する中空成形体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。中空成形体7は上下方向に貫
通する中空部7cを有し、この中空部7c内に注入された生
コンクリートは前記受け台5を埋設したコンクリートと
一体に連続形成されて養生硬化されたコンクリート8と
なる。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 is a vertical cross-sectional view of a substructure of the present invention, in which 1 is a groove dug in the ground, and a base 2 is arranged at the bottom of the groove. On the base 2, a pedestal 5 provided with supporting members 3 facing each other at appropriate intervals, connecting members 3a connecting the supporting members 3 and height adjusting bolts 4 provided at both ends of the connecting member 3a. Are placed, and the whole is buried in concrete to form the foundation stabilizing portion 6. Reference numeral 7 denotes a hollow molded body, the lower part of which is supported by the support tool 3 and the height of the cradle 5 is adjusted by adjusting the height of the cradle 5 by the adjusting bolt 4 provided on the connecting member 3a of the cradle 5. Adjustable and tilted position. This support 3
The pedestal 5 provided with the height adjusting bolt 4 itself serves as a reinforcing bar of the foundation of the conventional structure. Therefore, each of these elements is buried in concrete to form a foundation stabilizing portion, which is integrated with each other and has a necessary strength as a foundation structure for a building. Cradle 5
The hollow molded body 7 standing upright is a molded product obtained by extruding cement, which is a mixture of generally known inorganic or organic fibers, by extrusion molding. The hollow molded body 7 has a hollow portion 7c penetrating in the vertical direction, and the fresh concrete injected into the hollow portion 7c is continuously formed integrally with the concrete in which the pedestal 5 is embedded and cured and hardened. Becomes Reference numeral 9 is an anchor bolt which is arranged at a predetermined position of the structure as necessary, and 10 is a paint finish portion for post-work which is performed as necessary.
第2図は直線部分に用いられる中空成形体7を示す斜視
図であり、中空成形体7は、上下方向に貫通する中空部
7cを有し、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90cm、約90cm、約12cm程
度である。FIG. 2 is a perspective view showing a hollow molded body 7 used for a straight line portion, and the hollow molded body 7 is a hollow portion penetrating vertically.
It has 7c, and each dimension is usually about 90 cm, about 90 cm, and about 12 cm in height, width, and height, depending on the type of building.
第3図は角部に用いられる中空成形体7を示す斜視図で
あり、この中空成形体7も上下方向に貫通する中空部7c
を有している。中空成形体7の形状はこれ以外に対応す
る部位に応じた形状の異なる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 hollow molded body 7 used for a corner portion, and this hollow molded body 7 also has a hollow portion 7c penetrating in the vertical direction.
have. Other than this, there are several types of hollow molded bodies 7 having different shapes according to the corresponding parts. Moreover, you may have a ventilation port and a pipe penetration port.
第4図は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より定められる。通常は約5cm程
度の辺で、約180cm程度の長さのL字鋼よりなり、適宜
間隔を隔てて対向配置された支持具3を有し、これら支
持具3の端部を互いに連結する連結部材3aが溶接等によ
り結合され、連結部材3aの両端部には、高さ調整ボルト
4が螺合するめねじを有している。更に連結部材3bは前
記連結部材3aと同様に支持具3の所定部位で接続されて
おり、その個数は支持具3の長さに応じて定められる。FIG. 4 is a perspective view showing a linear portion of the cradle, and the dimensions of the cradle are determined by the type of building. Usually, it is made of L-shaped steel having a side of about 5 cm and a length of about 180 cm, and has supporting members 3 which are opposed to each other with an appropriate interval, and the ends of these supporting members 3 are connected to each other. The member 3a is joined by welding or the like, and female screws to which the height adjusting bolts 4 are screwed are provided at both ends of the connecting member 3a. Further, the connecting member 3b is connected at a predetermined portion of the supporting member 3 like the connecting member 3a, and the number thereof is determined according to the length of the supporting member 3.
第5図は受け台の角部分を示す斜視図であり、第4図と
対応する部分に同一符号を付することで詳細な説明は省
略するが支持具3の形状は図に示されるもの以外に対応
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, and detailed description is omitted by assigning the same reference numerals to the portions corresponding to FIG. 4, but the shape of the support tool 3 is other than that shown in the figure. There are several types depending on the part corresponding to.
第6図は中空成形体7を組み合せた状態を示す斜視図で
あり、7aおよび7bは中空成形体7の接合部であり、その
接合部7a、7bにおいて中空成形体7は相互に嵌合する構
造になっている。FIG. 6 is a perspective view showing a state in which the hollow molded bodies 7 are combined, and 7a and 7b are joint portions of the hollow molded bodies 7, and the hollow molded bodies 7 are fitted to each other at the joint portions 7a and 7b. It is structured.
第7図は受け台をT字状に組み合せた状態を示す斜視図
であり、第4図乃至第6図に対応する部分に同一符号を
付することで詳細な説明は省略するが11は嵌合金具であ
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 state in which the pedestals are combined in a T shape, and the detailed description thereof will be omitted by assigning the same reference numerals to the portions corresponding to FIGS. 4 to 6, but 11 is fitted. It is a metal fitting and is used to secure the joint strength as needed.
次に以上のように構成される建物用基礎構造物の工法に
ついて第1図によって説明する。Next, the construction method of the building foundation structure configured as described above will be described with reference to FIG.
先ず、地面に溝1を掘り、その溝1の底部に土台2を配
設する。次に対向する支持具3と、これら支持具3を互
いに連結する連結部材3a及び高さ調整ボルト4を有する
受け台5を前記土台2上の所定位置に配置する。First, the groove 1 is dug in the ground, and the base 2 is arranged at the bottom of the groove 1. Next, the support tool 3 facing each other, and the pedestal 5 having the connecting member 3a connecting the support tools 3 to each other and the height adjusting bolt 4 are arranged at a predetermined position on the base 2.
続いて、受け台5の対向する支持具3間に位置する連結
部材3a乃至連結部材3b(図示せず)上に中空成形体7を
立設し、調整ボルト4により受け台5、従って中空成形
体7の高さおよび傾き等の位置を調整し、しかる後受け
台及び中空成形体7の下部をコンクリートにより埋設し
て基礎安定部6を形成し、かつ中空成形体7中にコンク
リート8を注入して前期受け台を埋設して基礎安定部を
形成するコンクリートと連続した状態で養生硬化する。
この時必要に応じてアンカーボルト9を配設する。Subsequently, the hollow molded body 7 is erected on the connecting members 3a to 3b (not shown) located between the opposing support members 3 of the receiving table 5, and the receiving table 5, and thus the hollow forming body, is hollow-formed by the adjusting bolts 4. The height and inclination of the body 7 are adjusted, and then the pedestal and the lower portion of the hollow molded body 7 are buried with concrete to form the foundation stabilizing portion 6, and the concrete 8 is poured into the hollow molded body 7. Then, the pedestal is buried in the first half of the year to be cured and hardened in a continuous state with the concrete forming the foundation stable part.
At this time, anchor bolts 9 are provided as needed.
次に必要に応じて中空成形体7の表面に塗装仕上げを施
し、溝1を埋めもどして建物用基礎構造物を完成する。Next, if necessary, the surface of the hollow molded body 7 is painted and the groove 1 is backfilled to complete the building substructure.
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、受け台や中空
成形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。さらに、中空成形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。As described in detail above, the building substructure of the present invention does not need to be finely arranged on the construction site or assemble a formwork, so that the construction period can be significantly shortened. Further, since the pedestal and the hollow molded body are manufactured by the factory, the precision is high, and the position or height of the substructure can be accurately determined only by laying them on site. Furthermore, the hollow molded body has a smooth appearance, and it is not necessary to make modifications such as plastering as in the past, and simple methods such as painting are sufficient for finishing, which is an advantage that the construction cost can be significantly reduced. There is.
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図はそれぞれ直線部分および角部分に用いら
れる中空成形体を示す斜視図であり、第4図および第5
図はそれぞれ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図は中空成形体の組み合せた状態を示す
斜視図であり、第7図は受け台の組み合せた状態を示す
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……中空
成形体、8……コンクリート。FIG. 1 is a vertical cross-sectional view of a substructure of the present invention, FIGS. 2 and 3 are perspective views showing hollow molded bodies used for linear portions and corner portions, respectively, and FIGS.
Each of the drawings is a perspective view showing a linear portion and a corner portion of the pedestal, FIG. 6 is a perspective view showing a combined state of the hollow molded bodies, and FIG. 7 is a perspective view showing a combined state of the pedestal. FIG. 8 is a vertical sectional view of a conventional substructure. 1 ... Groove, 2 ... Base, 3 ... Supporting tool, 4 ... Height adjusting bolt, 5 ... Receiving stand, 6 ... Foundation stabilizing part, 7 ... Hollow molded body, 8 ... Concrete.
Claims (1)
(3)と、これら支持具(3)間を連結する複数の連結
部材(3a)と、連結部材(3a)の両端に設けられた高さ
調整ボルト(4)とを備えた受け台(5)を掘った溝
(1)の底部に配設された土台(2)上に配置して、該
受け台(5)をコンクリートで埋設した基礎安定部
(6)と、前記受け台(5)上に立設する繊維を含むコ
ンクリート製でかつ上下方向に貫通する中空部(7c)を
具備する中空成形体(7)と、この中空成形体(7)の
中空部(7c)内に打設され、前記受け台を埋設したコン
クリートと連続形成されたコンクリート(8)とを有す
ることを特徴する建物用基礎構造物。1. A support tool (3) extending facing each other at an appropriate interval, a plurality of connection members (3a) for connecting the support tools (3), and both ends of the connection member (3a). The pedestal (5) provided with the height adjusting bolts (4) provided is arranged on the base (2) disposed at the bottom of the groove (1), and the pedestal (5) is placed. A foundation stable part (6) embedded with concrete, and a hollow molded body (7) having a hollow part (7c) made of concrete containing fibers standing upright on the cradle (5) and vertically penetrating therethrough. A foundation structure for a building, comprising a concrete (8) which is cast in the hollow portion (7c) of the hollow molded body (7) and in which the pedestal is embedded and a continuously formed concrete (8).
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 JPS6332023A (en) | 1988-02-10 |
| JPH073071B2 true 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) |
Family Cites Families (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS5935964B2 (en) * | 1978-07-10 | 1984-08-31 | 株式会社神戸製鋼所 | Repair method for desulfurization lance pipe for mixed pig iron 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
Also Published As
| Publication number | Publication date |
|---|---|
| JPS6332023A (en) | 1988-02-10 |
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