Deprecated: The each() function is deprecated. This message will be suppressed on further calls in /home/zhenxiangba/zhenxiangba.com/public_html/phproxy-improved-master/index.php on line 456
JP3777667B2 - Fabric foundation unit and fabric foundation construction method using the unit - Google Patents
[go: Go Back, main page]

JP3777667B2 - Fabric foundation unit and fabric foundation construction method using the unit - Google Patents

Fabric foundation unit and fabric foundation construction method using the unit Download PDF

Info

Publication number
JP3777667B2
JP3777667B2 JP23277496A JP23277496A JP3777667B2 JP 3777667 B2 JP3777667 B2 JP 3777667B2 JP 23277496 A JP23277496 A JP 23277496A JP 23277496 A JP23277496 A JP 23277496A JP 3777667 B2 JP3777667 B2 JP 3777667B2
Authority
JP
Japan
Prior art keywords
beam main
plate
shaped
main body
metal fitting
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
Application number
JP23277496A
Other languages
Japanese (ja)
Other versions
JPH1077639A (en
Inventor
恒一郎 平田
美則 甲斐
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.)
Neis Co Ltd
Original Assignee
Neis Co Ltd
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 Neis Co Ltd filed Critical Neis Co Ltd
Priority to JP23277496A priority Critical patent/JP3777667B2/en
Publication of JPH1077639A publication Critical patent/JPH1077639A/en
Application granted granted Critical
Publication of JP3777667B2 publication Critical patent/JP3777667B2/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

Links

Images

Landscapes

  • Foundations (AREA)

Description

【0001】
【発明の属する技術分野】
この発明は、住宅建設の基礎をなす布基礎を構築するため布基礎用ユニット及び該ユニットを使用した布基礎工法に関するものである。
【0002】
【従来の技術】
建物の外周や間仕切り下などの主要な軸組の下部に沿って連続して設ける布基礎は、工期の短縮や作業能率の向上の点から、近時あらかじめ工場において製作された鉄筋コンクリートからなる梁主体となる標準ユニットを使用し、該標準ユニットを根切り底に打設されたコンクリート上に連続的に並べ、標準ユニットに埋め込まれた接合金具に接合ピンを挿入して一体化させたのち、接合部に形成される縦孔にモルタルを充填し一体の布基礎を構成する方法が採用されている。
【0003】
【発明が解決しようとする課題】
このような在来工法に使用される標準ユニットは、設置場所や間取りの関係から図10に示すように、所定の厚みと幅を有するIタイプ型(図中A,B,C)と、Lタイプ型(図中D)と、Tタイプ(図中E)及び十字タイプ(図中F)の4種類から構成されている。
そのため、布基礎の構築にはタイプの異なる複数の標準ユニットを事前に準備する必要があるので、コストの削減には繋がらない欠点があった。
また、これら標準ユニットには、根切り底に標準ユニットを安定して保持するため下端部にフーチングを一体的に突設したものも存在するが、工場から施工現場への搬送に際し、形状の異なる標準ユニットが混在し、積載や積下ろしに煩瑣な作業を必要とするなど実用上解決すべき多くの問題を有している。
【0004】
この発明はかゝる現状に鑑み、布基礎の構築に使用する標準ユニットを特定のタイプに限定し、種々の形状の接合金具を適宜選択して使用することによって、従来の布基礎工法の問題を解消せんとするものである。
【0005】
前記の目的を達成するため、この発明の請求項1に記載の発明は、
長さのみが異なる梁主体の複数と、これら複数の梁主体を相互に連結するための連結金具とからなるものであって、
前記梁主体は、
所定の厚みを有するコンクリート製の矩形状の板状体で、左右の端面の上下部に、それぞれ前後面に貫通させて形成した切欠部内に、先端部を端面から突出させた状態で接合プレートを固定すると共に、前記板状体の前後の壁面下部に、それぞれ鉄筋配設用のスリーブ金具を所定の間隔で埋め込み固着したもので、
前記連結金具は、
プレート金具、L型金具及びく字型金具のみからなること
を特徴とする布基礎用ユニットである。
【0006】
また、この発明の請求項5に記載の発明は、
所定の厚みを有するコンクリート製の矩形状の板状体で、左右の端面の上下部に、それぞれ前後面に貫通させて形成した切欠部内に、先端部を端面から突出させた状態で接合プレートを固定すると共に、前記板状体の前後の壁面下部に、それぞれ鉄筋配設用のスリーブ金具を所定の間隔で埋め込み固着した、長さのみが異なる複数の梁主体と、
これら複数の梁主体を相互に連結するためのプレート金具、L型金具及びく字型金具とのみからなる連結金具を使用し、
梁主体を根切り底に沿って配設しながら、隣接する梁主体の接合プレートを、前記連結金具を選択して梁主体を直線状、L字状、T字状、十字状、Y字状及びく字状に相互に連結し、
各連結部に型枠を使用してモルタルを充填して連続性を保持すると共に、各梁主体の下部のスリーブ金具にフーチング形成用の鉄筋の一端を係合させたのち、
コンクリートを打設して、梁主体にフーチングを一体的に付設して布基礎を構築することを特徴とする布基礎工法である。
【0007】
【発明の実施の形態】
この発明の布基礎用ユニットにおいて、布基礎構築に使用する部材は、長さのみが異なる数種類の梁主体1a〜1kと、これら梁主体1a〜1kを隣接状態に応じて相互に連結するための種類の連結金具のみである。
【0008】
前記梁主体1a〜1kは、側面が横長の長方形状で所定の厚みを有するコンクリートブロックからなるものである。使用するコンクリートは、普通コンクリート又は軽量コンクリートもしくは気泡コンクリート、さらには、PCと称されるプレストレスコンクリートなどであってもよい。
れら梁主体1a〜1kは、あらかじめ掘られた根切り底上に順次配置するものであるが、この発明においては、根切り底がT字型、L字型、十字型、Y型さらにはく字型に形成されていても、全てを長さのみが異なるだけで、全て同一形状の梁主体1a〜1kを使用して布基礎を構成する点に最大の特徴を有している。
【0009】
この梁主体1は、前記のコンクリートを、型枠を使用して所定の厚みを有する矩形状に成型して板状体とし、左右の端面の上下2ケ所に、前後の壁面を貫通させてコ字状の切欠部3,3,3,3を形成し、各切欠部3,3,3,3に先端部が端面より突出させた状態で、それぞれ接合プレート2,2,2,2を埋め込み固着すると共に、前後の壁面には、それぞれ鉄筋配設用のスリーブ金具4,4,4・・・を所定の間隔を存して複数配置している。
また、梁主体1の上面には、土台固定用のボルトを係合するためのスリーブ金具が所定の間隔で埋め込み固着されている。なお、梁主体1に形成される切欠部3は、前後の壁面及び端面が互いに連通状態となるよう設けられる。
【0010】
かゝる梁主体を相互に連結するための連結金具は、プレート金具10、L型金具20及びく字型金具30の3種類のみである。
すなわち、プレート金具10は、ステンレスなどの鋼材からなる平板状本体に所定の間隔を存して一対のボルト挿通孔11,12を形成してなるもので、図3に示すように直線上において互いに端面が対向するよう配置された梁主体1a,1bの端面から突出している接合プレート2a,2bを両側から挟み、一方のプレート金具10側からボルト13を挿通し、他方側のプレート金具10側において突出したボルト13の先端にワッシャ14を介してナット15を係合させて梁主体1a,1bを相互に一体的に接合保持するものである。なお、ボルト挿通孔は長孔とすることによって左右方向における調節幅を持たせることが望ましい。
【0011】
L型金具20は、ステンレスなどの鋼材からなる平板状のプレートの中央部を直角に折り曲げてL字状とすると共に、各板面にそれぞれボルト挿入孔21,22を形成してなるもので、図4に示すように端面が互いに直交するようL字型に配置された梁主体1c,1dに両側からL型金具20,20を当接し、一方のL型金具からボルト13を挿通し、他方のL型金具20から突出したボルト13にワッシャ14を介してナット15を係合させることによって梁主体1c,1dを相互に一体的に連結する。
【0012】
このL型金具20は、前記プレート金具10と組み合わせて使用することによって梁主体1e,1f,1gをT字型に結合することができる。すなわち、図5に示すように梁主体1eと1fとを端面が互いに対向するよう直線上に配置すると共に、両梁主体1eの接合プレート2eと梁主体1fの接合プレート2fが対向するほぼ中央部に梁主体1gを直角に配置して全体をT字型に組むと共に、梁主体1eの接合プレート2eと梁主体1fの接合プレート2fの外側にプレート金具10を、直角に交わる梁主体1eの接合プレート2eと梁主体1gの接合プレート2gの外側にL型金具20を、また、梁主体1fの接合プレート2fと梁主体1gの接合プレート2gの外側にL型金具20をそれぞれ当接し、それぞれボルト13を挿通することによって、一体的に連結してT字型に布基礎を構成するものである。
【0013】
さらに、このL型金具20は同一のものを4個使用することによって、梁主体を十字状に結合することができる。すなわち、図5に示したT字型に組んだ梁主体1eと1f及び1gに梁主体1hを追加し、図6に示すように梁主体1eと1fが、また梁主体1gと1hがそれぞれ直線上になると共に、全体が十文字状を構成するよう梁主体を配置し、直角に交わる4つの部位に図示のようにそれぞれL型金具20,20・・・を当接したのち、ボルト13を使用して接合することによって4つの梁主体1e〜1hを十文字状に連結することができる。
【0014】
連結金具を構成するく字型金具30は、これを2つ使用することによって図7に示すように梁主体1iと1jとをく字状に連結することができる。すなわち、直線上に配された梁主体1iに対し、梁主体1jを角度45°で隣接させることによって、く字状に配置すると共に、梁主体1iと1jに突設した接合プレート2iと2jの外側から、く字型金具30,30を当接し、ボルト13を使用して一体化させることによって、梁主体1iと1jを平面く字状に連結することができる。
なお、く字型金具30は、その角度を自在に選択することによって結合角度を変えることができるが、基本的にはその角度は135°で、必ずしも角度135°である必要はなく、角度120°等であってもよい。また、図中40は、モルタルMを充填するための型枠を示す。
【0015】
図8は、直角に配置した梁主体1iと1kに対し、梁主体1jを角度45°で配置することによって全体をY字状に組み合わせ、L型金具20を直角に接する接合プレート2kと接合プレート2iの外側から、また、135°の角度で接する接合プレート2iと接合プレート2j及び接合プレート2kと接合プレート2jの外側からは、それぞれく字型金具30,30を当接してボルト13で一体的に接合することによって、梁主体1iと梁主体1j及び梁主体1kをY字状に連結することができる。
【0016】
かゝる形状の連結金具で一体的に接合された梁主体同士は、前記の図7で示したように梁主体の接合部の外側に型枠を当接したのち、上部からモルタルを流し込むことによって隣接する梁主体の端面間を一体的に連結し、梁主体間で応力を伝達させることができるものである。
なお、モルタル等のグラウト材を充填するに際し、たとえば、図9に示すように直角に隣接する梁主体1eと1dの外側はL字型の型枠41で、内側の直角部は両端部を45°の角度で折り曲げた型枠42を使用することによって、直交部を補強してもよい。
【0017】
以上の要領で根切り底に梁主体を配置し、隣接する梁主体同士を所定の形状で連結すると、各梁主体の底部に設けたスリーブ金具に必要な長さに切断した鉄筋材をねじ込み、その外側を型枠で囲繞したのち、コンクリートを流し込みフーチングを形成することによって布基礎を完成させることができる。
【0018】
【作用】
この発明は、所定の厚みを有する板状体の左右の端面に形成された切欠部3内に、先端部を端面から突出させた状態で接合プレート2を固定したコンクリート製の梁主体1と、該梁主体を相互に連結するためのプレート金具10、L型金具20及びく字型金具30とからなる3種類の連結金具とを使用することによって、布基礎用のユニットを簡略化することができ、しかも連結金具を変えて使用することによって直線状は勿論のこと、L型、T型、十字型、Y型、く字型と布基礎構築に必要なすべての形状を形成することができる。
【0019】
【実施例】
以下、この発明の布基礎用ユニットの実施例を、添付の図面を参照して具体的に説明する。布基礎用ユニットを構成する梁主体1は、普通コンクリートを使用して高さ600mm、幅(厚み)120mmで長さのみ異なる4種類の矩形状の板状体を成型する。
長さは455mm、910mm、1365mm及び1820mmである。かゝる板状体は、図1に示すように、左右の端面の上下にそれぞれ切欠部3,3を形成し、各切欠部3内の中央部に先端面を端面から突出させて平板状の接合プレート2の基端部を埋め込み固着すると共に、板状体の前後の壁面下部には、フーチングを形成するための鉄筋7を装着するためのスリーブ金具4,4,4・・・を所定の間隔を存して、また、板状体の上面には土台(図示せず)を固定するためのボルト8,8・・・・を装着するためのスリーブ金具6,6・・・が埋め込まれている。
このスリーブ金具4と6は図示しないが、短い円筒体の内周面に鉄筋7又はボルトに設けられたおねじと係合するめねじを形成したものである。なお、梁主体1の前後の壁面上部の所定部位には、型枠をボルトで固定するためのねじ孔5が設けられている。また、前記の接合プレート2には、それぞれ所定の位置にボルトを挿通するための透孔が設けられている。なお、この透孔は長孔であってもよい。
【0020】
かゝる梁主体を使用して布基礎を構築するには、たとえば、全長が7735mmと仮定すると、長さ1820mmの梁主体を2つ、長さ1365mmの梁主体を3つを、あるいは長さ1820mmを3つ、長さ910mmを2つ、長さ455mmを1つとすることもできる。また、連結金具は前記のプレート金具10、L型金具20及びく字型金具30の3種類のみで、いずれも金属製である。
【0021】
しかして、梁主体を直線状に連結する場合には、図2及び図3に示すように梁主体1aと梁主体1bの端面を対向させ、各梁主体の接合プレート2aと2bの先端面を直線状に当接させる。その際、グランドGLに形成された根切り底Xが水平でない場合には、梁主体1aと1bとの対向面の下端にプレート板Pを挟み込んでレベルを調整する。
ついで、前後の切欠部3の側面から平板状のプレート金具10を当接し、一方のプレート金具10側からボルト13,13を、ボルト挿通孔を貫通させてその先端を他方のプレート金具10から突出せしめ、ワッシャ14を遊嵌させたのちナット15をボルト13に係合させて締め付け、梁主体1aと1bとを直線状で一体的に接続する。
【0022】
しかるのち、当該接合部に型枠41,42を配置し、上部からモルタルMを流し込み、梁主体1aと1b間の空隙部及び各梁主体1a,1bに形成された切欠部3内にモルタルMを充填し、梁主体1aと1bとを一体的に連結する。
かくして複数の梁主体を連結金具及びモルタルを使用して一体的に連結したのちは、根切り底Xの幅に合わせて長さ調節した鉄筋の一端を梁主体に埋め込んだスリーブ金具4,4・・・・に係合させてフーチング形成のための配筋作業を実施する。
【0023】
主体に対する配筋作業が完了すると、その外側に型枠を配置して型枠内にコンクリートを流し、所定の期間養生してフーチングFを梁主体に成型して布基礎を完成させるものである。なお、この実施例(図1)においては、梁主体1にフーチングFを一体的に成型して布基礎としているが、梁主体1に鉄筋7を装着したのち、根切り底X全体にコンクリートを流し込んでベタ基礎としてもよい。
【0024】
【発明の効果】
この発明は、所定の厚みを有する板状体の左右の端面に形成した切欠部にそれぞれ先端を端面から突出させて接合プレートを埋め込むと共に、前後の壁面の下部に配筋用の鉄筋を装着するためのスリーブ金具の複数を所定の間隔で固着した長さのみが異なる複数の梁主体と、プレート金具、L型金具及びく字型金具の3種類の連結金具とからなるもので、長さのみ異なる梁主体を、直線状や所定の角度で組み合わせ、組み合わせ状態に応じて連結金具を選択することによってT型やL型などの役物をも自在に構成して布基礎を構築することができる。
【0025】
特に、この布基礎ユニットを構成する梁主体には、フーチングが一体的に形成されておらず、しかも形状はすべて矩形状であるため取り扱いがきわめて容易であると共に、全体の重量が軽減されているため搬送も至便である。
また、フーチングは現場施工であるため根切り底の幅に合わせて変更が可能であるため作業性や施工性に優れているという特徴を有する。
さらに、梁主体の形状が単一であるため部材製作がきわめて簡単かつ容易で、連結金具もわずか3種類であるためより施工性を高め工期を短縮することが可能であるなど実用上多大の利点を発揮する。
また、梁主体を連結するための接合プレートは、いずれも梁主体を形成する板状体の左右の端面に、前後の壁面及び端面が互いに連通状態となるよう設けられているので、当該接合プレートへの連結金具の取付け作業がきわめて容易で、当該連結部位にモルタルを流した場合、接合部をモルタルで完全に被覆するので、きわめて安定した強度を奏することができる。
【図面の簡単な説明】
【図1】 この発明の梁主体の一例を示す一部切欠斜視図である。
【図2】 この発明の梁主体を直線状に連結した状態を示す斜視図である。
【図3】 梁主体を直線状に連結する状態を示す要部の平面図である。
【図4】 梁主体をL字型に連結する状態を示す要部の平面図である。
【図5】 梁主体をT字型に連結する状態を示す要部の平面図である。
【図6】 梁主体を十字型に連結する状態を示す要部の平面図である。
【図7】 梁主体をく字型に連結する状態を示す要部の平面図である。
【図8】 梁主体をY字型に連結する状態を示す要部の平面図である。
【図9】 L字型に連結した梁主体をモルタルで連結した状態を示す平面図である。
【図10】 従来の梁主体の種類を示す説明図である。
【符号の説明】
1a〜1k 梁主体
2,2a〜2k 接合プレート
3 切欠部
4,6 スリーブ金具
5 ねじ孔
7 フーチング用の鉄筋
8 土台固定用のボルト
10 プレート金具
20 L型金具
30 く字型金具
13 ボルト
15 ナット
[0001]
BACKGROUND OF THE INVENTION
The present invention relates to a fabric foundation unit and a fabric foundation method using the unit for constructing a fabric foundation that forms the foundation of housing construction.
[0002]
[Prior art]
The fabric foundation provided continuously along the lower part of the main frame, such as the outer periphery of the building or under the partition, is mainly composed of reinforced concrete that has recently been manufactured in the factory in advance in terms of shortening the work period and improving work efficiency. The standard unit is used, and the standard unit is continuously arranged on the concrete placed at the bottom of the root, and the joining pin is inserted into the joining bracket embedded in the standard unit and integrated, and then joined. A method is adopted in which mortar is filled in the vertical holes formed in the section to form an integral fabric foundation.
[0003]
[Problems to be solved by the invention]
As shown in FIG. 10, the standard unit used for such a conventional construction method has an I type (A, B, C in the figure) having a predetermined thickness and width, and L as shown in FIG. There are four types: a type (D in the figure), a T type (E in the figure), and a cross type (F in the figure).
Therefore, since it is necessary to prepare a plurality of standard units of different types in advance for the construction of the fabric foundation, there is a drawback that does not lead to cost reduction.
Furthermore, these standard units, for holding the standard unit stable to Excavation bottom, but would also be present which projects integrally footing at a lower end portion, when the transport from the factory to the construction site, the shape Different standard units coexist and have many problems to be solved practically, such as requiring cumbersome work for loading and unloading.
[0004]
In view of the present situation, the present invention limits the standard unit used for construction of the fabric foundation to a specific type, and appropriately selects and uses various types of joint fittings. Is intended to eliminate.
[0005]
In order to achieve the above object, the invention according to claim 1 of the present invention provides:
It consists of a plurality of beam main bodies that differ only in length, and a connecting bracket for connecting the plurality of beam main bodies to each other,
The beam main body is
A rectangular plate-shaped body made of concrete having a predetermined thickness, with a joining plate in a state where the tip part protrudes from the end face in the notch part formed through the front and rear faces on the upper and lower sides of the left and right end faces, respectively. In addition to fixing, in the lower part of the front and back wall surface of the plate-like body, each of the sleeve metal fittings for reinforcing bars is embedded and fixed at a predetermined interval,
The connecting bracket is
A cloth foundation unit comprising only a plate metal fitting, an L-shaped metal fitting, and a square metal fitting .
[0006]
The invention according to claim 5 of the present invention is
A rectangular plate-shaped body made of concrete having a predetermined thickness, with a joining plate in a state where the tip part protrudes from the end face in the notch part formed through the front and rear faces on the upper and lower sides of the left and right end faces, respectively. A plurality of beam main bodies having different lengths, each of which is fixed and embedded in and fixed to a lower part of the front and back wall surfaces of the plate-like body at predetermined intervals, respectively.
Using a metal fitting consisting of only a plate metal fitting, an L-shaped metal fitting, and a square-shaped metal fitting for connecting these beam main bodies to each other,
Arranging products et along the beam mainly in Excavation bottom, a bonding plate adjacent contact beams mainly straight beams mainly by selecting the connecting fitting, L-shaped, T-shaped, cross-shaped, Y Connected to each other in a letter shape and a square shape,
After filling the mortar using a formwork for each connecting part to maintain continuity and engaging one end of the reinforcing bar for footing formation with the sleeve metal fitting at the bottom of each beam,
This is a cloth foundation construction method in which concrete is placed and a foot foundation is integrally attached to a beam main body to construct a cloth foundation.
[0007]
DETAILED DESCRIPTION OF THE INVENTION
In the fabric foundation unit of the present invention , members used for construction of the fabric foundation are several types of beam main bodies 1a to 1k having different lengths , and these beam main bodies 1a to 1k are connected to each other according to the adjacent state. There are only three types of connection fittings.
[0008]
The beam main bodies 1a to 1k are made of a concrete block having a rectangular shape whose side faces are horizontally long and have a predetermined thickness. The concrete to be used may be ordinary concrete, lightweight concrete, cellular concrete, or prestressed concrete called PC.
These beams mainly 1a~1k is one in which sequentially disposed nitrous et beforehand dug Excavation bottom on X, in the present invention, Excavation bottom X is T-shaped, L-shaped, cross Even if it is formed into a shape, Y shape or even a square shape, the biggest feature is that the fabric foundation is constructed using beam main bodies 1a to 1k having the same shape, all differing only in length. Have.
[0009]
This beam main body 1 is formed by molding the concrete into a rectangular shape having a predetermined thickness using a formwork to form a plate-like body, and penetrating the front and rear wall surfaces at two locations on the upper and lower end surfaces. forming a shaped notch 3,3,3,3, in a state where the top portion of each notch 3,3,3,3 was shown protruding from the end surface, embedding the respective junction plate 2,2,2,2 with solid Chakusuru, the front and rear wall, respectively the sleeve component 4,4,4 ... rebar distribution設用plurality arranged at a predetermined interval.
Further, on the upper surface of the beam main body 1, a sleeve metal fitting 6 for engaging a base fixing bolt 8 is embedded and fixed at a predetermined interval. Incidentally, the notch portion is formed on the beam body 1 3, Ru is provided so that the front and rear walls and end the communication with each other.
[0010]
There are only three types of connection fittings for connecting the main beams to each other: the plate fitting 10, the L-shaped fitting 20, and the square-shaped fitting 30.
That is, the plate metal fitting 10 is formed by forming a pair of bolt insertion holes 11 and 12 on a flat plate body made of a steel material such as stainless steel with a predetermined interval, and as shown in FIG. The joint plates 2a and 2b projecting from the end faces of the beam main bodies 1a and 1b arranged so that the end faces face each other are sandwiched from both sides, the bolts 13 are inserted from one plate fitting 10 side, and on the other plate fitting 10 side A nut 15 is engaged with a protruding tip of a bolt 13 via a washer 14 to integrally join and hold the beam main bodies 1a and 1b. Note that it is desirable that the bolt insertion hole has an adjustment width in the left-right direction by being a long hole.
[0011]
The L-shaped bracket 20 is formed by bending a central portion of a flat plate made of a steel material such as stainless steel at a right angle into an L shape, and forming bolt insertion holes 21 and 22 on each plate surface, As shown in FIG. 4, the L-shaped metal fittings 20 and 20 are brought into contact with the beam main bodies 1c and 1d arranged in an L shape so that the end faces are orthogonal to each other, the bolt 13 is inserted from one L-shaped metal fitting, and the other By engaging a nut 15 with a bolt 13 protruding from the L-shaped metal fitting 20 via a washer 14, the beam main bodies 1c and 1d are integrally connected to each other.
[0012]
The L-shaped metal fitting 20 can be used in combination with the plate metal fitting 10 to join the beam main bodies 1e, 1f, 1g into a T-shape. That is, as shown in FIG. 5, the beam main bodies 1e and 1f are arranged on a straight line so that the end faces are opposed to each other, and the substantially central portion where the joint plates 2e of the two beam main bodies 1e and the joint plates 2f of the beam main bodies 1f are opposed to each other. The beam main body 1g is arranged at right angles to form a T-shape as a whole, and the plate main body 10e is joined to the outer side of the bonding plate 2e of the beam main body 1e and the bonding plate 2f of the beam main body 1f. The L-shaped metal fitting 20 is in contact with the outside of the joining plate 2g of the plate 2e and the beam main body 1g, and the L-shaped metal fitting 20 is in contact with the outer side of the joining plate 2f of the main body of the beam 1f and the bonding plate 2g of the main body of the beam 1g. By inserting 13, the cloth foundation is integrally connected to form a T-shaped fabric base.
[0013]
Further, by using four identical L-shaped brackets 20, the beam main body can be coupled in a cross shape. That is, the beam main body 1h is added to the beam main bodies 1e, 1f and 1g assembled in the T shape shown in FIG. 5, and the beam main bodies 1e and 1f and the beam main bodies 1g and 1h are respectively straight as shown in FIG. The main body of the beam is arranged so that it forms a cross shape as a whole, and bolts 13 are used after abutting L-shaped metal fittings 20, 20... As shown in FIG. By joining together, the four beam main bodies 1e to 1h can be connected in a cross shape.
[0014]
As shown in FIG. 7, the character-shaped metal fittings 30 constituting the connecting metal fittings can be used to connect the beam main bodies 1 i and 1 j in a letter-like shape. That is, by placing the beam main body 1j adjacent to the beam main body 1i arranged on a straight line at an angle of 45 °, the beam main body 1j is arranged in a square shape, and the joining plates 2i and 2j protruding from the beam main bodies 1i and 1j The beam-shaped metal fittings 30 and 30 are brought into contact with each other from the outside, and are integrated by using the bolts 13, whereby the beam main bodies 1i and 1j can be connected in a plane shape.
Incidentally, Ku-shaped fitting 30 can be varied to bond angles by selecting the angle freely, basically at the angle 135 °, need not be the angle 135 ° servants Always The angle may be 120 ° or the like. In the figure, reference numeral 40 denotes a mold for filling the mortar M.
[0015]
FIG. 8 shows that the main body 1j and the main body 1j arranged at right angles are arranged in a Y shape by arranging the main body 1j of the beam at an angle of 45 °, and the joining plate 2k and the joining plate that contact the L-shaped bracket 20 at a right angle. From the outside of 2i, and from the outside of the joining plate 2i and the joining plate 2j and the joining plate 2k and the joining plate 2j that are in contact with each other at an angle of 135 °, the brackets 30 and 30 are brought into contact with each other to be integrated with the bolt 13 The beam main body 1i, the beam main body 1j, and the beam main body 1k can be connected in a Y shape.
[0016]
As shown in FIG. 7, the beam main bodies integrally joined by such a connecting metal fitting are made to contact the outer side of the beam main joint and then pour mortar from the top. Thus, the end faces of adjacent beam main bodies can be integrally connected to transmit stress between the beam main bodies.
When filling a grout material such as mortar, for example, as shown in FIG. 9, the outer sides of the beam main bodies 1e and 1d adjacent to each other at right angles are L-shaped molds 41, and the inner right-angle parts are 45 at both ends. The orthogonal part may be reinforced by using a mold 42 bent at an angle of °.
[0017]
When the beam main body is arranged at the root cut bottom in the above manner and adjacent beam main bodies are connected with each other in a predetermined shape, the rebar material cut into the necessary length is screwed into the sleeve fitting provided at the bottom of each beam main body, After enclosing the outside with a formwork, the fabric foundation can be completed by pouring concrete to form a footing.
[0018]
[Action]
In the present invention, a concrete beam main body 1 in which a joining plate 2 is fixed in a state where a tip portion protrudes from an end surface in a notch portion 3 formed on left and right end surfaces of a plate-like body having a predetermined thickness, By using three types of connecting metal fittings consisting of the plate metal fitting 10 for connecting the beam main body, the L-shaped metal fitting 20 and the square metal fitting 30, the unit for the fabric foundation can be simplified. In addition, by using different connection fittings, it is possible to form not only straight lines but also L-shaped, T-shaped, cross-shaped, Y-shaped, square-shaped, and all shapes necessary for fabric foundation construction. .
[0019]
【Example】
Hereinafter, an embodiment of a fabric foundation for units of this invention will be described with reference to the accompanying drawings. The beam main body 1 constituting the fabric foundation unit uses ordinary concrete to form four types of rectangular plate-like bodies having a height of 600 mm, a width (thickness) of 120 mm, and different lengths.
The lengths are 455 mm, 910 mm, 1365 mm and 1820 mm. As shown in FIG. 1, such a plate-like body is formed in a flat plate shape by forming notches 3 and 3 above and below the left and right end faces, respectively, and projecting the tip end face from the end face in the center of each notch 3. The base end portion of the joining plate 2 is embedded and fixed, and sleeve fittings 4, 4, 4,... For attaching reinforcing bars 7 for forming footings are provided on the lower portions of the front and rear walls of the plate-like body. In addition, sleeve metal fittings 6, 6... For mounting bolts 8, 8... For fixing a base (not shown) are embedded in the upper surface of the plate-like body. It is.
Although not shown, the sleeve fittings 4 and 6 are formed by forming a female thread that engages with a reinforcing bar 7 or a male thread provided on a bolt on the inner peripheral surface of a short cylindrical body. Note that where tough position of the wall surface on portions of the front and rear of the beam body 1, the threaded hole 5 for fixing the mold with bolts are provided. The joining plate 2 is provided with through holes for inserting bolts at predetermined positions. The through hole may be a long hole.
[0020]
To construct a fabric foundation using such a beam main body, for example, assuming that the total length is 7735 mm, two beam main bodies with a length of 1820 mm, three beam main bodies with a length of 1365 mm, or length Three 1820 mm, two 910 mm in length, and one 455 mm in length may be used. Further, there are only three types of connecting metal fittings: the plate metal fitting 10, the L-shaped metal fitting 20, and the square metal fitting 30, all of which are made of metal.
[0021]
Therefore, when connecting the beam main body linearly, as shown in FIGS. 2 and 3, the end surfaces of the beam main body 1a and the beam main body 1b are opposed to each other, and the end surfaces of the joint plates 2a and 2b of each beam main body are connected. Abut in a straight line. At that time, if the root cut bottom X formed on the ground GL is not horizontal, the level is adjusted by sandwiching the plate plate P between the lower ends of the opposed surfaces of the beam main bodies 1a and 1b.
Next, the flat plate metal fitting 10 is brought into contact with the side surfaces of the front and rear cutouts 3, the bolts 13 and 13 are penetrated from one plate metal fitting 10 side, and the tip is protruded from the other plate metal fitting 10. After the caulking, the washer 14 is loosely fitted, the nut 15 is engaged with the bolt 13 and tightened, and the beam main bodies 1a and 1b are integrally connected in a straight line.
[0022]
After that, the molds 41 and 42 are arranged at the joint, and the mortar M is poured from above, and the mortar M is inserted into the gap between the beam main bodies 1a and 1b and the notch 3 formed in each of the beam main bodies 1a and 1b. And the beam main bodies 1a and 1b are integrally connected.
Thus, after connecting multiple beam main bodies integrally using connecting metal fittings and mortar, sleeve metal fittings 4, 4. ... to arrange the bars for footing formation.
[0023]
When the bar arrangement work for the beam main body is completed, the formwork is placed on the outside, the concrete is poured into the formwork, cured for a predetermined period, and the footing F is formed on the main body of the beam to complete the cloth foundation. . In this embodiment (FIG. 1), the footing F is integrally formed on the beam main body 1 to form a cloth foundation. However, after the reinforcing bars 7 are attached to the beam main body 1, concrete is applied to the entire root cutting bottom X. It may be poured into a solid foundation.
[0024]
【The invention's effect】
The present invention embeds the joining plate by projecting the tip from the end surface into the notch portions formed on the left and right end surfaces of the plate-like body having a predetermined thickness, and mounting reinforcing bars to the lower portions of the front and rear wall surfaces. It consists of a plurality of beam main bodies that differ only in the length in which a plurality of sleeve fittings are fixed at a predetermined interval, and three types of connecting fittings: plate fittings, L-shaped fittings and square-shaped fittings, only the length By combining different beam main bodies in a straight line or at a predetermined angle, and selecting a connecting bracket according to the combination state, it is possible to construct a fabric foundation by freely configuring a T-shaped or L-shaped accessory. .
[0025]
In particular, the main body of the beam constituting the cloth base unit is not integrally formed with a footing, and since the shape is all rectangular, the handling is extremely easy and the overall weight is reduced. Therefore, conveyance is also convenient.
In addition, since the footing is on-site construction, it can be changed in accordance with the width of the root cutting bottom, so that it has excellent workability and workability.
In addition, since the beam has a single shape, it is extremely simple and easy to manufacture members, and since there are only three types of connecting brackets, it is possible to improve workability and shorten the construction period. Demonstrate.
In addition, the joining plate for connecting the beam main body is provided on the left and right end faces of the plate-like body forming the beam main body so that the front and rear wall surfaces and the end face are in communication with each other. The attachment work of the connection fitting to the connector is very easy. When mortar is poured to the connection part, the joint is completely covered with the mortar, so that extremely stable strength can be achieved.
[Brief description of the drawings]
FIG. 1 is a partially cutaway perspective view showing an example of a main body of a beam according to the present invention.
FIG. 2 is a perspective view showing a state in which the beam main body of the present invention is connected linearly.
FIG. 3 is a plan view of the main part showing a state in which the beam main body is connected linearly.
FIG. 4 is a plan view of a main part showing a state in which the beam main body is connected in an L shape.
FIG. 5 is a plan view of the main part showing a state where the beam main body is connected in a T-shape.
FIG. 6 is a plan view of the main part showing a state in which the beam main body is connected in a cross shape.
FIG. 7 is a plan view of the main part showing a state in which the beam main body is connected in a square shape.
FIG. 8 is a plan view of a main part showing a state in which the beam main body is connected in a Y shape.
FIG. 9 is a plan view showing a state in which beam main bodies connected in an L-shape are connected with mortar.
FIG. 10 is an explanatory diagram showing types of conventional beam main bodies.
[Explanation of symbols]
DESCRIPTION OF SYMBOLS 1a-1k Beam main body 2,2a-2k Joining plate 3 Notch part 4,6 Sleeve metal fitting 5 Screw hole 7 Reinforcing bar for footing 8 Base fixing bolt 10 Plate metal fitting 20 L-shaped metal fitting 30 Cross-shaped metal fitting 13 Bolt 15 Nut

Claims (5)

長さのみが異なる梁主体の複数と、これら複数の梁主体を相互に連結するための連結金具とからなるもので、
前記梁主体は、
所定の厚みを有するコンクリート製の矩形状の板状体で、左右の端面の上下部に、それぞれ前後面に貫通させて形成した切欠部内に、先端部を端面から突出させた状態で接合プレートを固定すると共に、前記板状体の前後の壁面下部に、それぞれ鉄筋配設用のスリーブ金具を所定の間隔で埋め込み固着したもので、
前記連結金具は、
プレート金具、L型金具及びく字型金具のみからなること
を特徴とする布基礎用ユニット。
It consists of a plurality of beam main bodies that differ only in length, and a connecting bracket for connecting the plurality of beam main bodies to each other.
The beam main body is
A rectangular plate-shaped body made of concrete having a predetermined thickness, with a joining plate in a state where the tip part protrudes from the end face in the notch part formed through the front and rear faces on the upper and lower sides of the left and right end faces, respectively. In addition to fixing, in the lower part of the front and back wall surface of the plate-like body, each of the sleeve metal fittings for reinforcing bars is embedded and fixed at a predetermined interval,
The connecting bracket is
A fabric foundation unit comprising only a plate bracket, an L-shaped bracket, and a square bracket .
前記スリーブ金具は、
内周面に鉄筋に形成されたおねじと係合するめねじを設けたこと
を特徴とする請求項1記載の布基礎用ユニット。
The sleeve fitting is
Providing the female screw of the male screw engaging formed reinforcing steel on the inner peripheral surface
Fabric foundation unit as claimed in claim 1, wherein the.
前記梁主体は、
前後の壁面の所要部位に型枠取付用のねじ孔を形成したこと
を特徴とする請求項1記載の布基礎用ユニット。
The beam main body is
2. The cloth foundation unit according to claim 1 , wherein a screw hole for attaching the formwork is formed in a required portion of the front and rear wall surfaces.
前記梁主体は、
上面部に土台固定用のボルトを係合するためのスリーブ金具を、所定の間隔で埋め込み固着したこと
を特徴とする請求項1記載の布基礎用ユニット。
The beam main body is
Fabric foundation unit as claimed in claim 1, the sleeve component for engaging the bolts for the foundation fixed to the top surface portion, characterized in that fixed embedded in Jo Tokoro intervals.
所定の厚みを有するコンクリート製の矩形状の板状体で、左右の端面の上下部に、それぞれ前後面に貫通させて形成した切欠部内に、先端部を端面から突出させた状態で接合プレートを固定すると共に、前記板状体の前後の壁面下部に、それぞれ鉄筋配設用のスリーブ金具を所定の間隔で埋め込み固着した、長さのみが異なる複数の梁主体と、
これら複数の梁主体を相互に連結するためのプレート金具、L型金具及びく字型金具とのみからなる連結金具を使用し、
梁主体を根切り底に沿って配設しながら、隣接する梁主体の接合プレートを所定の連結金具を選択しながら梁主体を直線状、L字状、T字状、十字状、Y字状及びく字状に相互に連結し、
各連結部に型枠を使用してモルタルを充填して連続性を保持すると共に、各梁主体の下部のスリーブ金具にフーチング形成用の鉄筋の一端を係合させたのち、
コンクリートを打設して梁主体にフーチングを一体的に付設して布基礎を構築することを特徴とする布基礎工法。
A rectangular plate-shaped body made of concrete having a predetermined thickness, with a joining plate in a state where the tip part protrudes from the end face in the notch part formed through the front and rear faces on the upper and lower sides of the left and right end faces, respectively. A plurality of beam main bodies having different lengths, each of which is fixed and embedded in and fixed to a lower part of the front and back wall surfaces of the plate-like body at predetermined intervals, respectively.
Using a metal fitting consisting of only a plate metal fitting, an L-shaped metal fitting, and a square-shaped metal fitting for connecting these beam main bodies to each other,
Arranging products et along the beam mainly in Excavation bottom, next contact beams principal joining plate linear beams principal while selecting a predetermined connecting fitting, L-shaped, T-shaped, cross-shaped, Y Connected to each other in a letter shape and a square shape,
After filling the mortar using a formwork for each connecting part to maintain continuity and engaging one end of the reinforcing bar for footing formation with the sleeve metal fitting at the bottom of each beam,
A cloth foundation method characterized by constructing a cloth foundation by placing concrete and attaching a footing integrally to the beam body.
JP23277496A 1996-09-03 1996-09-03 Fabric foundation unit and fabric foundation construction method using the unit Expired - Lifetime JP3777667B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP23277496A JP3777667B2 (en) 1996-09-03 1996-09-03 Fabric foundation unit and fabric foundation construction method using the unit

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP23277496A JP3777667B2 (en) 1996-09-03 1996-09-03 Fabric foundation unit and fabric foundation construction method using the unit

Publications (2)

Publication Number Publication Date
JPH1077639A JPH1077639A (en) 1998-03-24
JP3777667B2 true JP3777667B2 (en) 2006-05-24

Family

ID=16944536

Family Applications (1)

Application Number Title Priority Date Filing Date
JP23277496A Expired - Lifetime JP3777667B2 (en) 1996-09-03 1996-09-03 Fabric foundation unit and fabric foundation construction method using the unit

Country Status (1)

Country Link
JP (1) JP3777667B2 (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2010099354A3 (en) * 2009-02-25 2011-01-06 Greenhouse Technology Licensing Corporation Modular foundation system and method

Families Citing this family (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP7456613B2 (en) * 2020-06-15 2024-03-27 コミヤマエレクトロン株式会社 Vacuum chamber parts and vacuum chamber equipment
CN117306601A (en) * 2023-08-28 2023-12-29 中国建筑第六工程局有限公司 A method for processing joints between old and new subway station floors

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2010099354A3 (en) * 2009-02-25 2011-01-06 Greenhouse Technology Licensing Corporation Modular foundation system and method

Also Published As

Publication number Publication date
JPH1077639A (en) 1998-03-24

Similar Documents

Publication Publication Date Title
KR20170094615A (en) Structure of connecting precast column and precast beam
JP3777667B2 (en) Fabric foundation unit and fabric foundation construction method using the unit
JP3098560U (en) Precast culvert block
JP2004250932A (en) Rapid construction method of precast structure
JP2607166B2 (en) Basic construction method and foundation structure of house building and foundation structure unit
JP2000212971A (en) Pc foundation slab and pc foundation beam member for mat foundation, and work method for mat foundation using them
CN220080451U (en) Prefabricated superimposed sheet for modular building
JP3169230B2 (en) Building foundation
JP2991757B2 (en) Construction block comprising side plate and connecting member thereof, and method of connecting the same
CN219992736U (en) Building node structure of assembled full prefabricated floor and supporting member
JP2003193484A (en) Pc footing beam member, and method for constructing continuous footing or mat foundation using the same
JP2904611B2 (en) Vertical holding jig for precast concrete foundation
JP3179797B2 (en) Basic construction method of unit house
JP2002339380A (en) Retaining wall structure and its assembly and construction method
JPH07247610A (en) Beam for building using pc wall
JP3683419B2 (en) PC foundation beam member and concrete cloth foundation construction method
JP2742902B2 (en) Structure for mounting outer wall frame of building and net support used therefor
JPH031531Y2 (en)
JPH0663935A (en) Stone plate fixing structure
JPH1088583A (en) Mounting structure for pc foundation attachment member
JP2559172B2 (en) Basics of unit housing
JP2742903B2 (en) Temporary fastener for reinforced net
JPH03169919A (en) Construction of continuous footing
JPH03129017A (en) Unit hollow beam member
JPH05112947A (en) Execution method of foundation

Legal Events

Date Code Title Description
A977 Report on retrieval

Free format text: JAPANESE INTERMEDIATE CODE: A971007

Effective date: 20050727

A131 Notification of reasons for refusal

Free format text: JAPANESE INTERMEDIATE CODE: A131

Effective date: 20050823

A521 Written amendment

Free format text: JAPANESE INTERMEDIATE CODE: A523

Effective date: 20051019

TRDD Decision of grant or rejection written
A01 Written decision to grant a patent or to grant a registration (utility model)

Free format text: JAPANESE INTERMEDIATE CODE: A01

Effective date: 20060124

A61 First payment of annual fees (during grant procedure)

Free format text: JAPANESE INTERMEDIATE CODE: A61

Effective date: 20060220

R150 Certificate of patent or registration of utility model

Free format text: JAPANESE INTERMEDIATE CODE: R150

S533 Written request for registration of change of name

Free format text: JAPANESE INTERMEDIATE CODE: R313533

FPAY Renewal fee payment (event date is renewal date of database)

Free format text: PAYMENT UNTIL: 20090310

Year of fee payment: 3

R350 Written notification of registration of transfer

Free format text: JAPANESE INTERMEDIATE CODE: R350

FPAY Renewal fee payment (event date is renewal date of database)

Free format text: PAYMENT UNTIL: 20100310

Year of fee payment: 4

FPAY Renewal fee payment (event date is renewal date of database)

Free format text: PAYMENT UNTIL: 20120310

Year of fee payment: 6

FPAY Renewal fee payment (event date is renewal date of database)

Free format text: PAYMENT UNTIL: 20130310

Year of fee payment: 7

FPAY Renewal fee payment (event date is renewal date of database)

Free format text: PAYMENT UNTIL: 20140310

Year of fee payment: 8

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

EXPY Cancellation because of completion of term