JP2504578B2 - Steel frame construction method - Google Patents

Steel frame construction method

Info

Publication number
JP2504578B2
JP2504578B2 JP1211681A JP21168189A JP2504578B2 JP 2504578 B2 JP2504578 B2 JP 2504578B2 JP 1211681 A JP1211681 A JP 1211681A JP 21168189 A JP21168189 A JP 21168189A JP 2504578 B2 JP2504578 B2 JP 2504578B2
Authority
JP
Japan
Prior art keywords
column
foundation
steel frame
steel
soil cement
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
JP1211681A
Other languages
Japanese (ja)
Other versions
JPH0376929A (en
Inventor
秀雄 福富
克也 松下
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.)
Misawa Homes Co Ltd
Original Assignee
Misawa Homes 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 Misawa Homes Co Ltd filed Critical Misawa Homes Co Ltd
Priority to JP1211681A priority Critical patent/JP2504578B2/en
Publication of JPH0376929A publication Critical patent/JPH0376929A/en
Application granted granted Critical
Publication of JP2504578B2 publication Critical patent/JP2504578B2/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

Links

Description

【発明の詳細な説明】 〔産業上の利用分野〕 本発明は、一般住宅に好適な鉄骨基礎の施工方法に関
する。
TECHNICAL FIELD The present invention relates to a method for constructing a steel frame foundation suitable for general houses.

〔従来の技術〕[Conventional technology]

従来、一般住宅の基礎は、コンクリート造りの独立基
礎と布基礎と称される連続基礎とが適用され、これらは
例えば次のようにして造られている。すなわち造ろうと
する住宅の基礎となる部分に割栗を敷き詰め、その上に
コンクリートを打設してベースを形成する。次にこのベ
ースから立設した縦配筋に横配筋を結束線で結び付け、
一定の幅でこれら配筋の両側に型枠を立設し、この型枠
内にコンクリートを打設して立上り部を形成する。コン
クリートが固化した後、型枠を外せば住宅基礎が形成さ
れる。
Conventionally, an independent foundation made of concrete and a continuous foundation called a cloth foundation have been applied to the foundation of a general house, and these foundations are constructed as follows, for example. That is, split chestnuts are spread over the base of the house to be built, and concrete is placed on the split chestnuts to form the base. Next, tie the horizontal bar to the vertical bar erected from this base with a binding line,
A formwork is erected on both sides of these reinforcements with a constant width, and concrete is placed in this formwork to form a rising portion. After the concrete has solidified, the formwork is removed to form the housing foundation.

〔発明が解決しようとする課題〕[Problems to be Solved by the Invention]

しかしながら、上記従来の基礎は、現場で寸法をとっ
て型枠間の距離を所定の間隔に保持するため、スペーサ
やクランパなどを用いて型枠組をしなければならず、ま
た、型枠にはコンクリートの打設に耐え得る十分な強度
が要求されるので、誰でもが出来る作業ではなく、型枠
大工、土工、鉄筋工等、種々な職種の作業員が必要とな
り、さらにコンクリートには、養生期間があるため、人
手と時間を要する施工となっている。
However, in the above-mentioned conventional foundation, in order to keep the distance between the molds at a predetermined distance in the field, it is necessary to form the frame by using a spacer or a clamper. Since sufficient strength to withstand the placement of concrete is required, it is not a work that anyone can do, but requires workers of various occupations such as formwork carpenter, earthwork, rebar work, etc. Due to the period, the construction requires labor and time.

本発明者等は施工の相当部分を、少ない職種の作業員
で行なうことが出来、かつ時間のかからない住宅基礎を
得べく種々検討した結果、地上に露出する基礎として鋼
材を用いることが有利と考えた。
The inventors of the present invention considered that it is advantageous to use steel as a foundation exposed on the ground as a result of various studies to obtain a housing foundation that can perform a considerable part of construction work by workers of a small number of occupation types and that does not require much time. It was

本発明は上記の考えに基づいてなされたもので、基礎
杭を土中に打設した後は、鋼材の溶接作業を主体として
形成出来る鉄骨基礎の施工方法を提供することを目的と
する。
The present invention has been made based on the above idea, and an object of the present invention is to provide a method for constructing a steel frame foundation, which can be formed mainly by welding work of steel materials after the foundation pile is driven into the soil.

〔課題を解決するための手段〕[Means for solving the problem]

上記の目的を達成するため、本発明の鉄骨基礎の施工
方法は、地面に垂直な孔をあけながらその中にセメント
ミルクを注入してソイルセメントコラムを形成し、つい
で未硬化状態のソイルセメントコラムの上端面ほぼ中央
より、長尺鋼材柱をコラムに沿って挿入するとともにそ
の先端を上記コラム上端面から所定寸法突出させた状態
で上記ソイルセメントを硬化させる。
In order to achieve the above object, the method for constructing a steel frame foundation of the present invention is to form a soil cement column by injecting cement milk into it while opening a hole perpendicular to the ground, and then forming an uncured soil cement column. A long steel column is inserted along the column from approximately the center of the upper end surface of the column, and the soil cement is cured with the tip of the column protruding from the upper end surface of the column by a predetermined dimension.

或いは、地面に垂直な孔をあけながらその中にセメン
トミルクを注入してソイルセメントコラムを形成すると
ともに上記孔中に鉄筋を配置し、ついで上記ソイルセメ
ントコラムの上端面に、鋼材柱を立設した蓋体を固定す
る。
Alternatively, while making a hole vertical to the ground, cement milk is injected into the hole to form a soil cement column, and a reinforcing bar is placed in the hole, and then a steel pillar is erected on the upper end surface of the soil cement column. Fix the lid.

〔作用〕[Action]

本発明は鉄骨基礎の施工方法は上記の構成となってい
るので、本発明の施工方法により得られた鉄骨基礎を、
住宅設計図に基づいて、それぞれ住宅敷地の要部に配置
すれば、上記鉄骨基礎の上記上方に突出する鋼材柱を用
いて、溶接のみで住宅基礎が形成される。
Since the present invention has a steel frame construction method having the above configuration, the steel frame foundation obtained by the construction method of the present invention is
If they are arranged in the main part of the housing site based on the house design drawing, the house foundation is formed only by welding, using the steel columns protruding above the steel frame foundation.

〔実施例〕〔Example〕

第1図は、本発明の施工方法により得られた鉄骨基礎
の一実施例を示すもので、図中符号1は、ソイルセメン
トコラムである。このソイルセメントコラム(以下コラ
ムという)1の形成方法は特に制限ないが、通常アース
オーガーで地面2に垂直な孔2aをあけながら、その中に
セメントミルクを注入してつくられる。上記ソイルセメ
ントが未硬化の状態の時、H型鋼柱3を、コラム上面よ
り挿入沈降せしめて、コラム1上面より所定寸法突出し
た状態で固化させることにより鉄骨基礎4がつくられ
る。
FIG. 1 shows an embodiment of a steel frame foundation obtained by the construction method of the present invention, in which reference numeral 1 is a soil cement column. The method for forming this soil cement column (hereinafter referred to as a column) 1 is not particularly limited, but it is usually made by injecting cement milk into the soil 2 while making a hole 2a perpendicular to the ground 2 with an earth auger. When the soil cement is in an uncured state, the H-shaped steel column 3 is inserted from the upper surface of the column, is settled, and is solidified in a state of protruding by a predetermined dimension from the upper surface of the column 1 to form the steel frame foundation 4.

或いはH型鋼柱3を適宜沈降させてソイルセメントを
硬化させた後H型鋼柱3の突出部分先端が同じ高さとな
るように溶断してもつくることが出来る。
Alternatively, the H-shaped steel columns 3 may be appropriately settled to harden the soil cement, and then fused so that the tips of the protruding portions of the H-shaped steel columns 3 have the same height.

上記鉄骨基礎4は、第2図に示すように設計図に従っ
て、その主要部に配置され、突出するH型鋼柱先端をわ
たって、H型鋼梁5が溶接固定され、住宅基礎6が形成
される。
As shown in FIG. 2, the above-mentioned steel frame foundation 4 is arranged in the main part according to the design drawing, the H-shaped steel beam 5 is welded and fixed across the protruding H-shaped steel column tip, and the housing foundation 6 is formed. .

このようにして形成された住宅基礎6に、従来のコン
クリート基礎と同様に床パネル7、壁パネル8等が取付
けられ、住宅が建設される。
A floor panel 7, a wall panel 8 and the like are attached to the house foundation 6 formed in this way, similarly to a conventional concrete foundation, and a house is constructed.

上記鉄骨基礎4…を住宅建物の要部に当る敷地に配設
した後は、溶接工のみによって住宅基礎がつくられ、床
パネル7等を取付けるアンカーボルト(図示せず)も溶
接によって取付けられる等して工事が進められるので、
コンクリートの養生などは必要なく、熟練した溶接工
と、住宅組立工によって殆んどの工事を進めることが出
来る。
After arranging the above-mentioned steel frame foundation 4 on the site corresponding to the main part of the house building, the house foundation is made only by a welder, and anchor bolts (not shown) for attaching the floor panel 7 etc. are also attached by welding. And the construction will proceed,
Most of the work can be done by skilled welders and housing assemblers without the need for concrete curing.

第3図および第4図は本発明の施工方法により得られ
た鉄骨基礎の他の実施例を示すもので、第1図と同一部
分には同一符号を付してその説明を省略する。
FIGS. 3 and 4 show another embodiment of the steel frame foundation obtained by the construction method of the present invention. The same parts as those in FIG. 1 are designated by the same reference numerals and the description thereof will be omitted.

上記鉄骨基礎4′のソイルセメントコラム11は、孔2a
にセメントミルクを注入して形成されるが、その際、孔
2a中に鉄筋が配置され、同時に上面より突出するアンカ
ーボルト12が挿入されている。この鉄筋入りコラム11の
上面に、第4図に示すように、ほぼ中央に所定の長さの
H型鋼柱13が垂直に取付けられ、上記アンカーボルト12
に合致するボルト孔14aが穿設された板状の蓋体14がボ
ルト孔14aを上記アンカーボルトに挿通され、ナット12a
によって固定されている。
The soil cement column 11 of the steel frame foundation 4'has a hole 2a.
It is formed by injecting cement milk into the
A reinforcing bar is arranged in 2a, and at the same time, an anchor bolt 12 protruding from the upper surface is inserted. As shown in FIG. 4, an H-shaped steel column 13 having a predetermined length is vertically attached to the upper surface of the column 11 with reinforcing bars, and the anchor bolt 12
A plate-shaped lid 14 having a bolt hole 14a corresponding to the nut 12a is inserted through the bolt hole 14a into the anchor bolt.
Has been fixed by.

この様に構成された鉄骨基礎4′は、外形は上記鉄骨
基礎と全く同じで、同様に要部に配置すれば、以後の施
工は、少ない職種の作業員により効率よく行なうことが
出来る。
The steel frame foundation 4'having such a structure has exactly the same outer shape as that of the above-mentioned steel frame foundation, and if the steel frame foundation 4'is similarly arranged in the main part, the subsequent construction can be efficiently performed by a worker having a small number of jobs.

また図中15はH型鋼柱、或いは蓋体が直接土にふれて
腐食するのを防止するために打設されたコンクリートで
ある。
In addition, reference numeral 15 in the figure is an H-shaped steel column or concrete cast to prevent the lid from directly touching the soil and corroding.

上記鉄骨基礎を構築する施工手順の一例を示せば第5
図(a)〜(f)のようになる。すなわち、先ず、第5
図(a)、(b)に示すようにアースオーガー21によっ
て孔2aを穿設しながら、第5図(c)(d)(e)に示
すようにセメントミルクを注入しコラム1を形成する。
このコラム1に先端が所定寸法突出するようにH型鋼柱
3を挿入沈降せしめてコラム1を固化する。上記施工手
順により鉄骨基礎がつくられ、第5図(f)に示すよう
にコラム1より突出しているH型鋼柱3にH型鋼梁5が
取付けられ、次いで床パネル7、壁パネル8が組まれ
る。
If you show an example of the construction procedure to build the steel frame foundation,
It becomes like (a)-(f) of FIG. That is, first, the fifth
As shown in FIGS. 5A and 5B, while the hole 2a is formed by the earth auger 21, cement milk is injected to form the column 1 as shown in FIGS. 5C, 5D and 5E. .
An H-shaped steel column 3 is inserted into the column 1 so that the tip of the column 1 projects by a predetermined dimension, and the column 1 is solidified by sinking. The steel frame foundation is made by the above-mentioned construction procedure, the H-shaped steel beam 5 is attached to the H-shaped steel column 3 protruding from the column 1 as shown in FIG. 5 (f), and then the floor panel 7 and the wall panel 8 are assembled. .

なお上記説明において、柱、梁をH型鋼としたが、こ
れに限定されるものでなく、充分な強度があればアング
ル、コ字形などの鋼材を使用してもよい。
In the above description, the pillars and beams are H-shaped steels, but the present invention is not limited to this, and steel materials such as angles and U-shapes may be used as long as they have sufficient strength.

〔発明の効果〕〔The invention's effect〕

以上述べたように、本発明の鉄骨基礎の施工方法によ
り、鉄骨基礎を建物の要部に当る地面に配置することに
よって、以後の施工は、少ない職種の作業員によって効
率よく行なわれ、さらにソイルセメントコラムが地中に
深く入っているので一般住宅用基礎として十分な強度を
有し、型枠の使用、根切りがなく、また養生も必要とせ
ず、従来のコンクリート基礎の施工方法と比較して、工
事が簡単となる等、施工における経済的効果は極めて大
きい。
As described above, according to the method of constructing a steel frame foundation of the present invention, by disposing the steel frame foundation on the ground corresponding to the main part of the building, the subsequent construction is efficiently performed by the workers of a small number of occupations, and the soil is further used. Since the cement column is deeply buried in the ground, it has sufficient strength as a foundation for general houses, does not require the use of formwork, root cutting, and does not require curing.Compared with the conventional concrete foundation construction method. Therefore, the economic effect in construction is extremely large, such as the simplicity of construction.

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

第1図は、本発明の鉄骨基礎の施工方法により得られた
鉄骨基礎の一実施例を示す側面図、第2図は、住宅建物
の鉄骨基礎を配置する要部の位置および、これらによっ
てつくられた住宅基礎の図、第3図は本発明の鉄骨基礎
の施工方法により得られた鉄骨基礎の他の実施例を示
す、第1図相当図、第4図はH型鋼柱を取付けた蓋体の
平面図、第5図(a)、(b)、(c)、(d)、
(e)、(f)は鉄骨基礎の施工手順の一例を示す図で
ある。 1……ソイルセメントコラム(コラム)、2……地面、
2a……孔、3……H型鋼柱、4,4……鉄骨基礎、5……
H型鋼梁、6……住宅基礎、7……床パネル、8……壁
パネル、11……鉄筋の入ったソイルセメントコラム、12
……アンカーボルト、12a……ナット、13……H型鋼
柱、14……蓋体、14a……ボルト孔、21……アースオー
ガー。
FIG. 1 is a side view showing an embodiment of a steel frame foundation obtained by the method for constructing a steel frame foundation of the present invention, and FIG. Fig. 3 shows a house foundation prepared according to the present invention, and Fig. 3 shows another embodiment of the steel frame foundation obtained by the method for constructing a steel frame foundation according to the present invention. Fig. 1 equivalent diagram and Fig. 4 show lids to which H-shaped steel columns are attached. A plan view of the body, FIGS. 5 (a), (b), (c), (d),
(E), (f) is a figure which shows an example of the construction procedure of a steel frame foundation. 1 …… Soil cement column (column) 2 …… Ground,
2a ... Hole, 3 ... H-shaped steel column, 4,4 ... Steel foundation, 5 ...
H-shaped steel beam, 6 ... Housing foundation, 7 ... Floor panel, 8 ... Wall panel, 11 ... Reinforcing soil cement column, 12
…… Anchor bolt, 12a …… Nut, 13 …… H-shaped steel pillar, 14 …… Lid body, 14a …… Bolt hole, 21 …… Earth auger.

Claims (2)

(57)【特許請求の範囲】(57) [Claims] 【請求項1】地面に垂直な孔をあけながらその中にセメ
ントミルクを注入してソイルセメントコラムを形成し、
ついで未硬化状態のソイルセメントコラムの上端面ほぼ
中央より、長尺鋼材柱をコラムに沿って挿入するととも
にその先端を上記コラム上端面から所定寸法突出させた
状態で上記ソイルセメントを硬化させることを特徴とす
る鉄骨基礎の施工方法。
1. A soil cement column is formed by injecting cement milk into a hole perpendicular to the ground,
Then, from approximately the center of the upper surface of the uncured soil cement column, insert a long steel column along the column and cure the soil cement with the tip protruding from the upper end surface of the column by a predetermined dimension. Construction method of the characteristic steel frame foundation.
【請求項2】地面に垂直な孔をあけながらその中にセメ
ントミルクを注入してソイルセメントコラムを形成する
とともに上記孔中に鉄筋を配置し、ついで上記ソイルセ
メントコラムの上端面に、鋼材柱を立設した蓋体を固定
することを特徴とする鉄骨基礎の施工方法。
2. A hole vertical to the ground is formed, cement milk is injected into the hole to form a soil cement column, and a reinforcing bar is arranged in the hole. Then, a steel pillar is provided on the upper end surface of the soil cement column. A method for constructing a steel-framed foundation, characterized in that a lid that stands upright is fixed.
JP1211681A 1989-08-17 1989-08-17 Steel frame construction method Expired - Lifetime JP2504578B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP1211681A JP2504578B2 (en) 1989-08-17 1989-08-17 Steel frame construction method

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP1211681A JP2504578B2 (en) 1989-08-17 1989-08-17 Steel frame construction method

Publications (2)

Publication Number Publication Date
JPH0376929A JPH0376929A (en) 1991-04-02
JP2504578B2 true JP2504578B2 (en) 1996-06-05

Family

ID=16609827

Family Applications (1)

Application Number Title Priority Date Filing Date
JP1211681A Expired - Lifetime JP2504578B2 (en) 1989-08-17 1989-08-17 Steel frame construction method

Country Status (1)

Country Link
JP (1) JP2504578B2 (en)

Families Citing this family (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP3175586B2 (en) * 1996-04-25 2001-06-11 日本鋼管株式会社 Column and pile connection method
JP4573124B2 (en) * 2005-12-28 2010-11-04 積水ハウス株式会社 Foundation construction method in improved ground
JP5020357B2 (en) * 2010-06-30 2012-09-05 中国電力株式会社 Foundation construction method of tower structure and its foundation structure

Family Cites Families (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5931320A (en) * 1982-08-10 1984-02-20 Hasegawa Komuten Co Ltd Connecting structure of pile and pillar steel skeleton
JPS614458A (en) * 1984-06-18 1986-01-10 Hitachi Ltd Stepwise feeding actuator

Also Published As

Publication number Publication date
JPH0376929A (en) 1991-04-02

Similar Documents

Publication Publication Date Title
JP2535722B2 (en) Reinforcement concrete column and steel beam connection structure and building construction method
JP2504578B2 (en) Steel frame construction method
JP3671344B2 (en) Joint structure between foundation pile and column base and its construction method
JPH09151463A (en) Column-integrated column base anchoring foundation structire and work execution method therefor
JP2000257088A (en) Earth retaining wall and its construction method
JPH08177059A (en) Footing block, and integrated method for constructing continuous footing employing footing block
JP2813605B2 (en) Construction foundation and construction method
JPH0232417B2 (en)
JPH09158201A (en) Construction method for foundation of building
JPH10131300A (en) Execution method for building by preceding erection of steel frame
JPH0621470B2 (en) Lap joint method of main bars in column and beam joints
JP2537053B2 (en) Digging pillar pile method of building
JP2520364B2 (en) Construction method of underground structure
JPH04293824A (en) Construction method for large span underground structure
JP2635872B2 (en) How to build a composite structure
JP3289163B2 (en) How to build underground structures
JPS6290445A (en) Block for foundation and its manufacture
JP3079421B2 (en) Construction method of L-shaped retaining wall and prefabricated wall element used therefor
JPH02147768A (en) Formwork for forming concrete foundation
JPH0466965B2 (en)
JPH0376931A (en) Construction of housing foundation
JPS5841118A (en) Sheathing and protecting method for long-sized slope
JPH02266016A (en) Structural process of underground concrete body of building
JPH0754355A (en) Foundation for small-scale building
JP2677174B2 (en) Column base structure of steel column