JPH05132956A - Prefabrication foundation - Google Patents

Prefabrication foundation

Info

Publication number
JPH05132956A
JPH05132956A JP32377491A JP32377491A JPH05132956A JP H05132956 A JPH05132956 A JP H05132956A JP 32377491 A JP32377491 A JP 32377491A JP 32377491 A JP32377491 A JP 32377491A JP H05132956 A JPH05132956 A JP H05132956A
Authority
JP
Japan
Prior art keywords
foundation
blocks
concrete
shaped
block
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
Application number
JP32377491A
Other languages
Japanese (ja)
Inventor
Katsumi Tanaka
勝美 田中
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.)
TOUHATSU CONCRETE KOGYO KK
Original Assignee
TOUHATSU CONCRETE KOGYO KK
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 TOUHATSU CONCRETE KOGYO KK filed Critical TOUHATSU CONCRETE KOGYO KK
Priority to JP32377491A priority Critical patent/JPH05132956A/en
Publication of JPH05132956A publication Critical patent/JPH05132956A/en
Pending legal-status Critical Current

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  • Foundations (AREA)

Abstract

PURPOSE:To reduce the construction period, by erecting rising walls on a base block as a unit, assembling foundation blocks having I, L, T and cross-shapes in the plane view to show in a required form and laying down these, and unifying respective blocks with joint bolts. CONSTITUTION:Rising walls 15 are erected on a base block 14, as a unified form. A plurality of foundation blocks having rectangular 10A, 10B, 10C, L- shaped 11, T-shaped 12, and cross shaped 13 forms in the plane view are made by concrete. Next, respective blocks are assembled and laid down to take a required form on a base concrete 17. The respective concretes are unified by joint members like bolts and nuts. In this way, a high quality foundation can be constructed in a short time.

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、主として木質系、もし
くは鉄骨系の住宅の基礎として用いるプレハブ式基礎に
関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a prefabricated foundation which is mainly used as a foundation for a wooden or steel frame house.

【0002】[0002]

【従来の技術】従来、木造や鉄骨造の住宅用の基礎の構
築に際しては、図9に示すように底部に基礎栗石1を突
き固めて敷設し、その上にベースコンクリート2を打設
した後、このベースコンクリート2上に型枠3を組み、
該型枠3内に鉄筋4を組み込んだ後、躯体コンクリート
5を打設し、一定時間養生した後脱型し、躯体コンクリ
ート5の表面を化粧モルタルにて仕上げている。
2. Description of the Related Art Conventionally, when constructing a foundation for a wooden or steel-framed house, as shown in FIG. 9, a foundation stone 1 is staked and laid, and a base concrete 2 is placed on it. , Formwork 3 is assembled on this base concrete 2,
After incorporating the reinforcing bars 4 in the mold 3, the concrete 5 is poured and cured for a certain period of time and then demolded, and the surface of the concrete 5 is finished with decorative mortar.

【0003】[0003]

【発明が解決しようとする課題】上述のような従来の基
礎にあっては、全ての工程が現場施工にて行われるもの
であるため、型板や、それを組むための資材を多く要
し、しかも使用後に再使用不能になる部分が多く、また
現場施工工程が多く、しかも一定のコンクリートの養生
期間を経なければ次の工程に進めない等の理由から延作
業人員を多く要するとともに工期が長い等の問題があっ
た。
In the conventional foundation as described above, since all the steps are carried out on site, many templates and materials for assembling them are required. In addition, there are many parts that can not be reused after use, there are many on-site construction processes, and more work is required and the construction period is longer because of the reason that it cannot proceed to the next process unless a certain concrete curing period has passed. There was a problem such as a long time.

【0004】本発明は、このような従来の問題にかんが
み、現場における廃棄材が生じるのをなくして資源の節
約を図るとともに、基礎構築に要する期間を短縮し、か
つ、延作業人員を削減することを目的としたものであ
る。
In view of the above conventional problems, the present invention eliminates the generation of waste materials at the site to conserve resources, shortens the period required for foundation construction, and reduces the number of manpower to be extended. This is the purpose.

【0005】[0005]

【課題を達成するための手段】上述の如き従来の問題を
解決し、所期の目的を達成するための本発明の要旨とす
るところは、底盤部上に立壁部が一体に突設され、平面
形状が十字状,T字状,L字状もしくは直状をした基礎
用のブロックを複数使用して所望の形状に組み合せて現
場打のコンクリート上に並べ、その各基礎ブロック間を
連結材にて一体化させることを特徴としてなるプレハブ
式基礎に存する。
SUMMARY OF THE INVENTION In order to solve the above-mentioned conventional problems and achieve the intended purpose, the gist of the present invention is that a standing wall portion is integrally projected on a bottom plate portion, Use a plurality of basic blocks that have a cruciform, T-shaped, L-shaped, or straight planar shape, combine them into the desired shape, and arrange them on the cast-in-place concrete. It exists in a prefabricated foundation that is characterized by being integrated into one.

【0006】[0006]

【作用】本発明のプレハブ式基礎においては、構築現場
では溝掘り、栗石敷設、ベースコンクリート打設、基礎
ブロックの設置及び連結の工程によって構築され、型枠
の組み立て、脱型、表面仕上げの作業が不要になり、コ
ンクリートの打設はベースコンクリートのみで良いた
め、養生のための作業待ち時間が不要になる。
The prefabricated foundation of the present invention is constructed at the construction site by the steps of grooving, slag laying, base concrete placing, foundation block installation and connection, and the work of assembling, demolding and surface finishing the formwork. Is unnecessary, and because concrete can be poured using only base concrete, work waiting time for curing is unnecessary.

【0007】また基礎ブロックは、定形的に規格化し、
工場にて量産することができる。
The basic block is standardized in a fixed form,
It can be mass-produced at the factory.

【0008】[0008]

【実施例】次に本発明の実施例を図1〜図8について説
明する。
EXAMPLE An example of the present invention will be described with reference to FIGS.

【0009】図1は、多数の基礎ブロックを連結して構
築した基礎の一例の平面を示しており、平面が直状をし
た長直型ブロック10A、中直状ブロック10B、短直
状ブロック10C、平面がL字状型をしたL型ブロック
11、平面がT字状をしたT型ブロック12、平面が十
字状をした十型ブロック13を同高さに並べ、互いに隣
り合うブロック間を連結して構成している。各ブロック
は、図2に示すように底部に幅広の底盤部14を有し、
その上に立壁部15が一体成形されている。
FIG. 1 shows a plan view of an example of a foundation constructed by connecting a large number of base blocks. A long straight block 10A, a middle straight block 10B, and a short straight block 10C whose planes are straight. , L-shaped blocks 11 each having an L-shaped flat surface, T-shaped blocks 12 each having a T-shaped flat surface, and J-shaped blocks 13 each having a cross-shaped planar surface are arranged at the same height, and adjacent blocks are connected to each other. Then configured. As shown in FIG. 2, each block has a wide base 14 at the bottom,
The standing wall portion 15 is integrally formed thereon.

【0010】この基礎の構築には、図2に示すように最
下部に栗石16を敷設して突き固め、その上にベースコ
ンクリート17を打設し、その固化を待ってその上面に
モルタル層17aを介して並べて、互いに隣り合うブロ
ック間を連結する。
To construct this foundation, as shown in FIG. 2, a cobblestone 16 is laid at the lowermost portion and solidified, a base concrete 17 is cast on it, and after waiting for its solidification, a mortar layer 17a is formed on its upper surface. And the blocks adjacent to each other are connected to each other.

【0011】ブロック間の連結に際しては、図3,図4
に示すように端部の底盤部14上に凹陥部18を成形
し、その凹陥部18からブロック端面19にボルト挿通
孔20を貫通開口させておき、このボルト挿通孔20に
連結ボルト21を挿入し、ナット22を締め付けること
によって隣り合うブロックの間を連結する。
When connecting the blocks, the blocks shown in FIGS.
As shown in FIG. 3, a recess 18 is formed on the bottom plate 14 at the end, a bolt insertion hole 20 is opened from the recess 18 to the block end face 19, and a connecting bolt 21 is inserted into the bolt insertion hole 20. Then, the nuts 22 are tightened to connect the adjacent blocks.

【0012】このブロック間の連結は、上述の他、図
5,図6に示すように底盤部14の端部側面にアンカー
ナット23を埋め込んでおき、連結プレート24をボル
ト25に止めることによってもよい。
In addition to the above, the connection between the blocks can be achieved by embedding an anchor nut 23 in the end side surface of the bottom plate portion 14 and fixing the connection plate 24 to the bolt 25 as shown in FIGS. Good.

【0013】更にまた、図7,図8に示すように、ブロ
ックの接合端面に連結用のプレート26をアンカー筋2
7をもってインサート成形しておき、そのプレート2
6,26間を連結ボルト28によって止めてもよい。
Furthermore, as shown in FIGS. 7 and 8, a plate 26 for connection is provided on the joint end surface of the block to connect the anchor bars 2.
Insert-mold with 7 and then plate 2
The connection bolts 28 may be used to stop the spaces 6 and 26.

【0014】また、これらの連結方法と合せて図1中仮
線で示すように長手方向に直線状に連続した直線部に連
続した鋼棒29を挿通し、端部にてナット30を螺嵌
し、全体を締め付けるようにしてもよい。
In addition to these connecting methods, a continuous steel rod 29 is inserted into a linear portion which is linear in the longitudinal direction as shown by a phantom line in FIG. 1, and a nut 30 is screwed into the end portion. However, the whole may be tightened.

【0015】[0015]

【発明の効果】上述したように本発明のプレハブ式ブロ
ックにおいては、各種形状の基礎用のブロックを並べて
連結することによってコンクリート基礎が構築されるよ
うにしたことにより、従来のように構築現場における型
組、養生、脱型、表面仕上げ等の工程が不要になり、極
めて短時間で、しかも少ない延作業人員にて構築できる
こととなり、型板や、それを組むための資材が不要にな
って省資源化が達成され、しかもブロックは建築規格に
合せて規格化することにより量産が可能になり、金型を
使用して高品質のものを低廉に製造できるため、品質の
向上とコスト減が達成される等の効果がある。
As described above, in the prefabricated block of the present invention, the concrete foundation is constructed by arranging and connecting the foundation blocks of various shapes so that the concrete foundation can be used in the conventional construction site. Processes such as mold assembly, curing, demolding, and surface finishing are not required, and it is possible to construct in an extremely short time and with a small number of extension workers, which eliminates the need for templates and materials for assembling them. Recycling has been achieved, and the blocks can be mass-produced by standardizing them according to building standards, and high quality products can be manufactured at low cost using molds, resulting in improved quality and cost reduction. There are effects such as being done.

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

【図1】本願発明の一実施例のコンクリート基礎を示す
平面図である。
FIG. 1 is a plan view showing a concrete foundation according to an embodiment of the present invention.

【図2】図1中のA−A線拡大断面図である。FIG. 2 is an enlarged sectional view taken along line AA in FIG.

【図3】ブロック間の連結構造の一例を示す側面図であ
る。
FIG. 3 is a side view showing an example of a connection structure between blocks.

【図4】図3中のB−B線断面図である。FIG. 4 is a sectional view taken along line BB in FIG.

【図5】ブロック間の連結構造の他の例を示す側面図で
ある。
FIG. 5 is a side view showing another example of a connection structure between blocks.

【図6】図5中のC−C線断面図である。FIG. 6 is a sectional view taken along line CC in FIG.

【図7】ブロック間の連結構造の更に他の例を説明する
ためのブロックの端面図である。
FIG. 7 is an end view of blocks for explaining still another example of the connection structure between blocks.

【図8】同上の連結状態の部分縦断正面図である。FIG. 8 is a partial vertical sectional front view of the above connection state.

【図9】従来の基礎の構築例を示す断面図である。FIG. 9 is a sectional view showing an example of construction of a conventional foundation.

【符号の説明】[Explanation of symbols]

10A 長直型ブロック 10B 中直状ブロック 10C 短直状ブロック 11 L型ブロック 12 T型ブロック 13 十型ブロック 14 底盤部 15 立壁部 16 栗石 17 ベースコンクリート 17a モルタル層 18 凹陥部 19 端面 20 ボルト挿通孔 21,28 連結ボルト 22,30 ナット 23 アンカーナット 24 連結プレート 25 ボルト 26 プレート 27 アンカー筋 29 鋼棒 10A Long straight type block 10B Medium straight type block 10C Short straight type block 11 L type block 12 T type block 13 Ten type block 14 Bottom plate part 15 Standing wall part 16 Kuriishi 17 Base concrete 17a Mortar layer 18 Recessed part 19 End face 20 Bolt insertion hole 21, 28 Connection bolt 22, 30 Nut 23 Anchor nut 24 Connection plate 25 Bolt 26 Plate 27 Anchor bar 29 Steel rod

Claims (1)

【特許請求の範囲】[Claims] 【請求項1】 底盤部上に立壁部が一体に突設され、平
面形状が十字状,T字状,L字状もしくは直状をした基
礎用のブロックを複数使用して所望の形状に組み合せて
現場打のコンクリート上に並べ、その各基礎ブロック間
を連結材にて一体化させることを特徴としてなるプレハ
ブ式基礎。
1. A combination of a standing wall portion integrally formed on a bottom plate portion with a desired shape by using a plurality of foundation blocks having a cross shape, a T shape, an L shape, or a straight shape in a plan view. A prefabricated foundation that is characterized by arranging it on cast-in-place concrete and connecting the foundation blocks with a connecting material.
JP32377491A 1991-11-12 1991-11-12 Prefabrication foundation Pending JPH05132956A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP32377491A JPH05132956A (en) 1991-11-12 1991-11-12 Prefabrication foundation

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP32377491A JPH05132956A (en) 1991-11-12 1991-11-12 Prefabrication foundation

Publications (1)

Publication Number Publication Date
JPH05132956A true JPH05132956A (en) 1993-05-28

Family

ID=18158472

Family Applications (1)

Application Number Title Priority Date Filing Date
JP32377491A Pending JPH05132956A (en) 1991-11-12 1991-11-12 Prefabrication foundation

Country Status (1)

Country Link
JP (1) JPH05132956A (en)

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