JPS6043500B2 - How to build a basement - Google Patents

How to build a basement

Info

Publication number
JPS6043500B2
JPS6043500B2 JP55149988A JP14998880A JPS6043500B2 JP S6043500 B2 JPS6043500 B2 JP S6043500B2 JP 55149988 A JP55149988 A JP 55149988A JP 14998880 A JP14998880 A JP 14998880A JP S6043500 B2 JPS6043500 B2 JP S6043500B2
Authority
JP
Japan
Prior art keywords
steel
basement
panel
frame
side wall
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
Application number
JP55149988A
Other languages
Japanese (ja)
Other versions
JPS5774435A (en
Inventor
隆二 高瀬
友義 小山
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.)
Individual
Original Assignee
Individual
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 Individual filed Critical Individual
Priority to JP55149988A priority Critical patent/JPS6043500B2/en
Publication of JPS5774435A publication Critical patent/JPS5774435A/en
Publication of JPS6043500B2 publication Critical patent/JPS6043500B2/en
Expired legal-status Critical Current

Links

Description

【発明の詳細な説明】 この方法は地下構造物および地下室付建築物の構築方
法に関し、詳細には、地下に鉄骨骨組をまず組立てこれ
に上帝と防水の効果をもつ金属性パネル(以下鋼製パネ
ルという)を取付けることを−特徴とした地下室構築法
てある。
[Detailed Description of the Invention] This method relates to a method for constructing underground structures and buildings with basements. There is a basement construction method that is characterized by the installation of panels (called panels).

この発明は、地盤を掘削後基礎上に鉄骨骨組を建込ん
だ後この骨組に既製の鋼製パネルを取付けて地下部分を
構成する地下室の構築法であつて、前記の基礎上に建込
んだ鉄骨柱に底板を側壁で囲。
This invention is a method of constructing a basement in which an underground section is constructed by excavating the ground, erecting a steel frame on the foundation, and then attaching ready-made steel panels to the frame. A steel column with a bottom plate surrounded by side walls.

み箱状に形成すると共に側壁にフランジを形成した取付
用鋼製パネルをその底板が前記鉄骨柱と直角をなすよう
に、かつ側壁に形成したフランジに接するように取付け
、次いで前記取付用銅製パネルの側壁またはフランジに
鋼製壁パネル、または鋼製床パネルの枠を取付け地下室
部分を構成することを特徴とする。 以下添附図面を参
照してこの発明にかかる構築工法について説明する。
A steel panel for mounting, which is formed in the shape of a box and has a flange formed on the side wall, is mounted so that its bottom plate is perpendicular to the steel column and in contact with the flange formed on the side wall, and then the copper panel for mounting is attached. A basement section is constructed by attaching a steel wall panel or a steel floor panel frame to the side wall or flange of the basement. The construction method according to the present invention will be explained below with reference to the accompanying drawings.

先す地盤Aを所要深さまで掘削し、基礎1を造成し、
その上に地下室部分の鉄骨骨組となる鉄骨柱2を建込み
、その下部は、アンカーボルト3とナット4により基礎
1上に固定される。
First, excavate the ground A to the required depth and create foundation 1.
A steel column 2 serving as a steel frame for the basement portion is erected on top of the column, and the lower part thereof is fixed onto the foundation 1 with anchor bolts 3 and nuts 4.

この鉄骨柱2は通常H形鋼等から成る。 符号13は鉄
骨柱2に対して水平に取付けられた水平粱である。
This steel column 2 is usually made of H-beam steel or the like. Reference numeral 13 denotes a horizontal girder installed horizontally to the steel column 2.

この水平粱13は、壁体の側面に加わる土圧により鉄骨
柱2が曲げられないように柱2を支持すると共に1階の
床を支持する。 地下室の壁体としては土留を兼ねて鋼
製壁パネル9、10を取付ける。この鋼製壁パネル9、
10は、プレート11とプレート枠部12から成る。そ
して柱間の中間部には第7図のフラットのものを、また
隅角部には第8図にL形のものを使用し、各鉄骨柱2に
固定された取付用鋼製パネル6のフランジ8上に鋼製壁
パネルのプレート枠部12を載置し、フランジ8とプレ
ート枠部12に設けたボルト孔にボルトを挿通しナット
で締付ける等して固定する。この取付用鋼製パネル6は
底板を側壁7で囲み箱状に形成し、側壁の一部にフラン
ジ8を形成したものである。第10図に示す隅角部の鉄
骨柱2には第4図で示すような隣接する2側壁7,7に
フランジ8,8を設けた取付用鋼製パネル6aを、また
、壁中間にある鉄骨柱2″には第5図で示すような1つ
の側壁7にフランジ8を設けた取付用鋼製パネル6bを
それぞれ底板が鉄骨柱2または2″と直角をなすように
、かつ側壁7に形成したフランジ8に接するようにして
取付け、従来公知の溶接等の手段によりこれを固定する
。なお、第10図に示す地下室内部の鉄骨柱2aには第
5図に示すような取付用銅製パネル6cが固定される。
This horizontal girdle 13 supports the steel column 2 so that it is not bent by the earth pressure applied to the side surface of the wall, and also supports the floor of the first floor. Steel wall panels 9 and 10 are installed as walls of the basement, which also serve as earth retainers. This steel wall panel 9,
10 consists of a plate 11 and a plate frame 12. A flat panel as shown in Fig. 7 was used for the middle part between the columns, and an L-shaped panel as shown in Fig. 8 was used for the corner part, and the steel panels 6 for installation fixed to each steel column 2 were used. A plate frame 12 of a steel wall panel is placed on the flange 8 and fixed by inserting bolts into bolt holes provided in the flange 8 and the plate frame 12 and tightening them with nuts. This mounting steel panel 6 is formed into a box shape with a bottom plate surrounded by side walls 7, and a flange 8 is formed on a part of the side wall. The steel frame column 2 at the corner shown in FIG. 10 has a mounting steel panel 6a provided with flanges 8, 8 on two adjacent side walls 7, 7 as shown in FIG. For each steel column 2'', a mounting steel panel 6b having a flange 8 on one side wall 7 as shown in FIG. It is attached so as to be in contact with the formed flange 8, and fixed by conventionally known means such as welding. Incidentally, a mounting copper panel 6c as shown in FIG. 5 is fixed to the steel column 2a inside the basement shown in FIG. 10.

鉄骨柱2に固定される取付用鋼製パネルは、第2図のよ
うに基礎1から離して固定されるか、第3図のように基
礎1上に置かれその上に鉄骨柱2が固定される。
The mounting steel panel fixed to the steel column 2 is either fixed away from the foundation 1 as shown in Figure 2, or placed on the foundation 1 and the steel column 2 is fixed on it as shown in Figure 3. be done.

鋼製床パネル5は取付用鋼製パネル6の側壁にそのプレ
ート枠部を当接させボルト孔にボルトを挿通しナット等
で締付ける等して固定する。銅製壁パネル9,10のプ
レート11は、土中側圧を直接受けてこれを枠12へ伝
え、枠12へ伝えられた応力を鉄骨柱2および鉄骨梁1
3へ伝える。
The steel floor panel 5 is fixed by bringing its plate frame into contact with the side wall of the mounting steel panel 6, inserting bolts into the bolt holes, and tightening them with nuts or the like. The plates 11 of the copper wall panels 9 and 10 directly receive underground lateral pressure and transmit it to the frame 12, and the stress transmitted to the frame 12 is transferred to the steel columns 2 and the steel beams 1.
Tell 3.

そして枠12はパネル相互を連結するため隣接する枠1
2とバッキング15を介しボルトナット16で結合され
る。地下壁体を上記鋼製壁パネルのみから構成すること
ができるが防蝕、防水性を向上するためその外面にモル
タルまたはコンクリート層を形成することができる。
The frame 12 is connected to the adjacent frame 1 in order to connect the panels to each other.
2 and a backing 15 with bolts and nuts 16. Although the underground wall body can be constructed only from the above-mentioned steel wall panels, a mortar or concrete layer can be formed on the outer surface to improve corrosion resistance and waterproof properties.

そしてモルタルまたはコンクリート14と銅製壁パネル
9,10の付着性を良くするため鋼製壁パネル9,10
の外面にラスを貼付け、その後モルタルまたはコンクリ
ート15を吹付けたまま人力により塗る。以上の地下部
分の施工に伴つて地下鉄骨柱2の上部には地上階の鉄骨
柱2を建込み、地上階は適宜壁パネルを取付ける等、従
来工法で構築される。
In order to improve the adhesion between mortar or concrete 14 and copper wall panels 9 and 10, steel wall panels 9 and 10 are
Lath is pasted on the outer surface of the concrete, and then mortar or concrete 15 is applied manually while still being sprayed. Along with the construction of the above-mentioned underground section, the above ground floor steel columns 2 will be erected on top of the subway frame columns 2, and the ground floor will be constructed using conventional construction methods, such as attaching wall panels as appropriate.

この発明に係る方法は、上記の工程からなり、地下部分
鉄骨柱、梁と壁パネルの建込みと組立てとが容易にでき
るものであり、特に隅部の鉄骨柱には隅部鋼製パネルの
フランジを当接させるだけで容易に位置決めできて該隅
部パネルを容易に固定することができ、つぎにこの隅部
鋼製パネルの側壁、フランジ壁にパネルの枠を当接させ
ボルト挿通孔に挿通したボルトにナットを緊締して取付
ける等、地下室の骨格と壁面とを容易に取付け地下部分
の施工を簡易化し迅速に施工てきる効果を有する。
The method according to the present invention consists of the above-mentioned steps, and can easily erect and assemble underground steel columns, beams, and wall panels. In particular, corner steel columns are provided with corner steel columns. The corner panel can be easily positioned and fixed simply by touching the flange, and then the frame of the panel is brought into contact with the side wall of this corner steel panel and the flange wall, and the bolt insertion hole is inserted into the corner panel. This has the effect of simplifying and speeding up the construction of the underground part by easily attaching the basement frame and wall surface by tightening the nuts to the inserted bolts.

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

第1図〜第10図はこの発明の実施例を示すものであり
、第1図は地下室の一部縦断面図、第2図および第3図
は柱脚部の一部縦断面図、第4図および第5図は柱脚部
の横断面図、第6図は柱脚部の斜視図、第7図および第
8図は銅製壁パネルの斜視図、第9図は鋼製パネル間の
接合状態を示す断面図、第10図は地下室の横断面図て
ある。
1 to 10 show examples of the present invention, in which FIG. 1 is a partial vertical sectional view of a basement, FIGS. 2 and 3 are partial vertical sectional views of a column base, and FIG. Figures 4 and 5 are cross-sectional views of the column base, Figure 6 is a perspective view of the column base, Figures 7 and 8 are perspective views of copper wall panels, and Figure 9 is a cross-sectional view of the column base. A cross-sectional view showing the joined state, and FIG. 10 is a cross-sectional view of the basement.

Claims (1)

【特許請求の範囲】 1 地盤を掘削後基礎上に鉄骨骨組を建込んだ後この骨
組に既製の鋼製パネルを取付けて地下部分を構成する地
下室の構築法であつて、前記の基礎上に建込んだ鉄骨柱
に底板を側壁で囲み箱状に形成すると共に側壁にフラン
ジを形成した取付用鋼製パネルをその底板が前記鉄骨柱
と直角をなすように、かつ側壁に形成したフランジに接
するように取付け、次いで前記取付用鋼製パネルの側壁
またはフランジに鋼製壁パネル、または鋼製床パネルの
枠を取付け地下室部分を構成することを特徴とする地下
室の構築法。 2 地下室の柱に地上階の鉄骨柱を建込むことを特徴と
する特許請求の範囲第1項記載の地下室の構築法。
[Scope of Claims] 1. A method of constructing a basement in which a steel frame is erected on the foundation after excavating the ground and then prefabricated steel panels are attached to this frame to constitute an underground part, the method comprising: A bottom plate is surrounded by side walls to form a box shape around the erected steel column, and a mounting steel panel with a flange formed on the side wall is attached so that the bottom plate is perpendicular to the steel column and touches the flange formed on the side wall. 1. A method of constructing a basement, which comprises: attaching a steel wall panel or a frame of a steel floor panel to a side wall or flange of the mounting steel panel to form a basement section. 2. The method for constructing a basement as set forth in claim 1, which comprises erecting steel columns on the ground floor on columns in the basement.
JP55149988A 1980-10-25 1980-10-25 How to build a basement Expired JPS6043500B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP55149988A JPS6043500B2 (en) 1980-10-25 1980-10-25 How to build a basement

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP55149988A JPS6043500B2 (en) 1980-10-25 1980-10-25 How to build a basement

Publications (2)

Publication Number Publication Date
JPS5774435A JPS5774435A (en) 1982-05-10
JPS6043500B2 true JPS6043500B2 (en) 1985-09-28

Family

ID=15487004

Family Applications (1)

Application Number Title Priority Date Filing Date
JP55149988A Expired JPS6043500B2 (en) 1980-10-25 1980-10-25 How to build a basement

Country Status (1)

Country Link
JP (1) JPS6043500B2 (en)

Families Citing this family (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS61109870A (en) * 1984-11-02 1986-05-28 株式会社スリ−・ユ− Structure of steel basement
JP2577973B2 (en) * 1988-09-30 1997-02-05 株式会社 東方ユニット研究所 How to build a building with a basement
JPH07111058B2 (en) * 1989-09-20 1995-11-29 株式会社東方ユニット研究所 How to build a building with a basement
JP2573063B2 (en) * 1989-09-20 1997-01-16 株式会社東方ユニット研究所 How to build underground structures
JP2577642B2 (en) * 1989-09-20 1997-02-05 株式会社東方ユニット研究所 How to build underground structures
JPH07111057B2 (en) * 1989-09-20 1995-11-29 株式会社東方ユニット研究所 How to build a building with a basement
JP2540369B2 (en) * 1989-09-20 1996-10-02 株式会社 東方ユニット研究所 How to build a building with a basement
JPH0594343U (en) * 1992-05-18 1993-12-24 大成建設株式会社 Pit structure using steel frame

Also Published As

Publication number Publication date
JPS5774435A (en) 1982-05-10

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