JPH08165656A - Steel basement - Google Patents

Steel basement

Info

Publication number
JPH08165656A
JPH08165656A JP6311613A JP31161394A JPH08165656A JP H08165656 A JPH08165656 A JP H08165656A JP 6311613 A JP6311613 A JP 6311613A JP 31161394 A JP31161394 A JP 31161394A JP H08165656 A JPH08165656 A JP H08165656A
Authority
JP
Japan
Prior art keywords
steel
opening
basement
panels
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.)
Granted
Application number
JP6311613A
Other languages
Japanese (ja)
Other versions
JP2812664B2 (en
Inventor
Ryuji Takase
隆二 高瀬
Tomoyoshi Koyama
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 JP6311613A priority Critical patent/JP2812664B2/en
Publication of JPH08165656A publication Critical patent/JPH08165656A/en
Application granted granted Critical
Publication of JP2812664B2 publication Critical patent/JP2812664B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

Links

Landscapes

  • Underground Structures, Protecting, Testing And Restoring Foundations (AREA)
  • Residential Or Office Buildings (AREA)

Abstract

PURPOSE: To improve the workability by providing reinforcing beams at the upper end and the lower end of an opening, as well as providing the opening to which plural steel panels are set placing specific intervals, at the wall part of a steel basement formed by combining plural panels through bolts. CONSTITUTION: On an excavated ground surface dug down to a specific depth, a reinforced concrete foundation 1 is constructed. Then, a steel basement is assembled by combining plural steel roof panels 2, steel wall panels 3, and steel floor panels through bolts, on the foundation 1. After that, an opening 6 is provided on the wall part of the steel basement facing a dry area 5 for natural lighting, of the side of the basement. While the opening 6 is provided by separating panels 2 set facing the dry area 5 each other, reinforcing beams 9 are added to the upper end and the lower end of the opening 6 so as to reinforce the opening 6. Furthermore, when necessary, openings are provided on the partitioning walls and the like in the room, in the same manner. Consequently, the opening can be provided simply, and the periphery of the opening of the opening can be reinforced solidly.

Description

【発明の詳細な説明】Detailed Description of the Invention

【0001】[0001]

【産業上の利用分野】この発明は、ドライエリアに面す
る外壁部分や室内の間仕切り壁部分に採光や出入り口等
として利用される開口部を有する鋼製地下室に関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a steel basement having an opening used for daylighting, a doorway, etc. in an outer wall portion facing a dry area and an indoor partition wall portion.

【0002】[0002]

【従来の技術】最近では、一般の住宅にも地下室を設け
る場合が多く、また、この種の地下室は工期の短縮化、
施工の省力化等を図るために屋根用、壁用及び床用とし
てそれぞれ構成された各鋼製パネルを接合ボルトで適宜
連結して組み立てることにより構築されている。
2. Description of the Related Art Recently, a basement is often provided in a general house, and this type of basement shortens the construction period.
It is constructed by assembling each steel panel for roof, wall, and floor, which are respectively connected by joining bolts, in an appropriate manner in order to save construction work.

【0003】さらに、この種の地下室に限らず、地下室
には地上から直接採光が可能なようにドライエリアを設
け、このドライエリアに面して窓等の開口部を設けるこ
ともなされている。
Further, not only this type of basement, but also a basement is provided with a dry area so that light can be directly received from the ground, and an opening such as a window is provided facing the dry area.

【0004】[0004]

【発明が解決しようとする課題】しかし、地下室の上に
は地上構造物があり、その重量が地下室に作用するた
め、開口部の周囲を補強する必要がある。
However, since there is a ground structure above the basement, and the weight of the structure acts on the basement, it is necessary to reinforce the periphery of the opening.

【0005】しかし、壁体が鉄筋コンクリート構造の場
合には、コンクリート中に補強鉄筋を配筋することによ
り簡単に補強できるが、鋼製地下室の場合には、簡単に
は補強できないという課題があった。
However, when the wall has a reinforced concrete structure, it can be easily reinforced by arranging reinforcing reinforcing bars in the concrete, but in the case of a steel basement, there is a problem that it cannot be easily reinforced. .

【0006】この発明は、以上の課題を解決するために
なされたもので、開口部の周囲を簡単に補強できて大き
な開口部を設けることを可能にした鋼製地下室を提供す
ることを目的とする。
The present invention has been made to solve the above problems, and an object of the present invention is to provide a steel basement which can easily reinforce the periphery of the opening and can provide a large opening. To do.

【0007】[0007]

【課題を解決するための手段】この発明に係る鋼製地下
室は、複数枚の鋼製屋根パネルと鋼製壁パネルと鋼製床
パネルを複数本の接合ボルトによって適宜接合しつつ組
み立てることにより構築される鋼製地下室の壁部分に、
前記鋼製壁パネルを所定間隔離して設置することにより
開口部を設け、この開口部の上下両端部に補強ばりを設
置することにより構成されている。
A steel basement according to the present invention is constructed by assembling a plurality of steel roof panels, steel wall panels and steel floor panels while appropriately joining them with a plurality of joining bolts. On the wall of the steel basement
The steel wall panel is installed by separating it for a predetermined period to provide an opening, and reinforcing burrs are installed at both upper and lower ends of the opening.

【0008】[0008]

【実施例】以下、この発明に係る鋼製地下室を図示する
一実施例に基いて説明すると、鋼製地下室は所定深さに
掘り下げられた根切り地盤面上に、鉄筋コンクリートの
基礎1を構築し、この基礎1の上に、屋根用、壁用及び
床用としてそれぞれ構成された複数枚の鋼製屋根パネル
2と鋼製壁パネル3と鋼製床パネル4とを複数本の接合
ボルトによって適宜接合しつつ組み立てることにより構
築され、さらに必要に応じて室内側にH形鋼や溝形鋼等
といった鉄骨材によって軸組を構成することにより鋼製
地下室の上に木造住宅等の地上構造物を構築しても充分
耐え得る強度に構築されている。
EXAMPLE A steel basement according to the present invention will be described below with reference to an embodiment showing a steel basement. In the steel basement, a reinforced concrete foundation 1 is constructed on a root cutting ground surface dug to a predetermined depth. , A plurality of steel roof panels 2, a steel wall panel 3 and a steel floor panel 4 respectively configured for roof, wall and floor on the foundation 1 by a plurality of joining bolts as appropriate. Constructed by joining and assembling, and further, if necessary, by constructing a framework with steel aggregates such as H-section steel and channel steel on the interior side, a ground structure such as a wooden house is built on the steel basement. It is constructed with enough strength to withstand construction.

【0009】また、鋼製地下室の側部に採光用のドライ
エリア5が設けられ、このドライエリア5に面して鋼製
地下室の壁部分に開口部6が設けられている。
Further, a dry area 5 for lighting is provided on a side portion of the steel basement, and an opening 6 is provided in a wall portion of the steel basement facing the dry area 5.

【0010】鋼製屋根パネル2、鋼製壁パネル3及び鋼
製床パネル4は、いずれも溝形鋼やL形鋼等といった複
数本の形鋼より所定大きさの矩形枠状をなす枠7を構成
し、この枠7の片側面に鋼板8を溶接して張り付けるこ
とにより構成されている。
Each of the steel roof panel 2, the steel wall panel 3 and the steel floor panel 4 is a frame 7 having a rectangular frame shape having a predetermined size from a plurality of shaped steels such as channel steel and L-shaped steel. And a steel plate 8 is welded to one side surface of the frame 7 and attached thereto.

【0011】開口部6はドライエリア5に面して設置さ
れる鋼製壁パネル2を互いに離して設置することにより
構成され、開口部6の上下両端部に補強ばり9を添え付
けることにより開口部6の周囲が補強されている。
The opening 6 is constructed by installing the steel wall panels 2 facing the dry area 5 apart from each other, and by attaching reinforcing burrs 9 to the upper and lower ends of the opening 6, the opening 6 is opened. The periphery of the portion 6 is reinforced.

【0012】補強ばり9はH形鋼や溝形鋼等より形成さ
れ、鋼製屋根パネル1及び鋼製床パネル3の枠7に複数
本の固定ボルト10によってボルト止めすることにより固
定されている。なお、補強ばり9は開口部6の大きさに
応じて断面サイズが適宜決められている。また、開口部
6には、必要に応じてサッシや扉等が取り付けられてい
る。
The reinforcing beam 9 is made of H-shaped steel, grooved steel or the like, and is fixed to the frame 7 of the steel roof panel 1 and the steel floor panel 3 by bolting with a plurality of fixing bolts 10. . The cross section size of the reinforcing beam 9 is appropriately determined according to the size of the opening 6. In addition, a sash, a door, and the like are attached to the opening 6 as needed.

【0013】また、実施例においては、ドライエリア5
に面して構成された開口部6の上下両端部に補強ばり9
を設置する場合について説明したが、室内の間仕切り壁
に出入り口等して設けられる開口部の上下両端部に補強
ばりを設置する場合も、同様に構成される。。
Further, in the embodiment, the dry area 5
Reinforcing beams 9 are provided on both upper and lower ends of the opening 6 facing the
Although the case where the reinforcement burrs are installed has been described, the same applies to the case where the reinforcing burrs are installed at the upper and lower ends of the opening provided in the partition wall of the room such as a doorway. .

【0014】[0014]

【発明の効果】この発明に係る鋼製地下室は以上説明し
た構成からなり、鋼製地下室の壁部分に、前記鋼製壁パ
ネルを所定間隔離して設置することにより開口部を設
け、この開口部の上下両端部に補強ばりを設置すること
により構成されているので、鋼製地下室の壁部分にきわ
めて簡単に開口部を設置できる効果がある。
The steel basement according to the present invention has the structure described above, and an opening is provided in the wall portion of the steel basement by separating the steel wall panel by a predetermined distance. Since it is constructed by installing reinforcing burrs at the upper and lower ends, it is possible to install the openings in the wall of the steel basement very easily.

【0015】また、開口部が大きくなっても補強ばりを
適当に大きくすることにより、開口部の周囲を強固に補
強できる効果がある。
Further, even if the opening becomes large, there is an effect that the periphery of the opening can be strongly reinforced by appropriately increasing the reinforcing burr.

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

【図1】鋼製地下室の一部斜視図である。FIG. 1 is a partial perspective view of a steel basement.

【図2】鋼製地下室の屋根、床及び壁パネルとしてそれ
ぞれ構成された鋼製パネルの一部斜視図である。
FIG. 2 is a partial perspective view of steel panels respectively configured as roof, floor and wall panels of a steel basement.

【図3】図1におけるa−a線断面図である。3 is a sectional view taken along line aa in FIG.

【符号の説明】[Explanation of symbols]

1…鉄筋コンクリートの基礎、2…鋼製屋根パネル、3
…鋼製壁パネル、4…鋼製床パネル、5…ドライエリ
ア、6…開口部、7…枠、8…鋼板、9…補強ばり、10
…固定ボルト。
1 ... Reinforced concrete foundation 2 ... Steel roof panel 3
... steel wall panel, 4 ... steel floor panel, 5 ... dry area, 6 ... opening, 7 ... frame, 8 ... steel plate, 9 ... reinforcing beam, 10
… Fixing bolt.

Claims (1)

【特許請求の範囲】[Claims] 【請求項1】 複数枚の鋼製屋根パネルと鋼製壁パネル
と鋼製床パネルを複数本のボルトによって接合しつつ組
み立てることにより構築される鋼製地下室において、前
記鋼製地下室の壁部分に、前記鋼製壁パネルを所定間隔
離して設置することにより開口部を設け、この開口部の
上下両端部に補強ばりを設置してなることを特徴とする
鋼製地下室。
1. A steel basement constructed by assembling a plurality of steel roof panels, steel wall panels, and steel floor panels while joining them with a plurality of bolts, wherein a wall portion of the steel basement is constructed. A steel basement, characterized in that an opening is provided by arranging the steel wall panels so as to be separated from each other by a predetermined distance, and reinforcing burrs are installed at both upper and lower ends of the opening.
JP6311613A 1994-12-15 1994-12-15 Steel basement Expired - Fee Related JP2812664B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP6311613A JP2812664B2 (en) 1994-12-15 1994-12-15 Steel basement

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP6311613A JP2812664B2 (en) 1994-12-15 1994-12-15 Steel basement

Publications (2)

Publication Number Publication Date
JPH08165656A true JPH08165656A (en) 1996-06-25
JP2812664B2 JP2812664B2 (en) 1998-10-22

Family

ID=18019365

Family Applications (1)

Application Number Title Priority Date Filing Date
JP6311613A Expired - Fee Related JP2812664B2 (en) 1994-12-15 1994-12-15 Steel basement

Country Status (1)

Country Link
JP (1) JP2812664B2 (en)

Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH04222721A (en) * 1990-12-26 1992-08-12 San East:Kk Underground structure

Patent Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH04222721A (en) * 1990-12-26 1992-08-12 San East:Kk Underground structure

Also Published As

Publication number Publication date
JP2812664B2 (en) 1998-10-22

Similar Documents

Publication Publication Date Title
US6298612B1 (en) Wall strengthening component
KR101840401B1 (en) Framed variable type Earthquake resistant structure and Reinforcement method
US2001162A (en) System of building construction
JP4400833B2 (en) Seismic reinforcement method and reinforcement piece
JP2812664B2 (en) Steel basement
JP2577973B2 (en) How to build a building with a basement
JPH0745749Y2 (en) Bay window
JP2625054B2 (en) Attached building installation structure
JPH0726520Y2 (en) Steel frame structure
JPH08165657A (en) Steel basement
JP3943438B2 (en) building
JP3902847B2 (en) Unit building with balcony
JP3802633B2 (en) Unit building and its construction method
JP4191864B2 (en) Sash frame built-in wall panel and installation structure of sash frame built-in wall panel
JPH09177098A (en) Steel-made basement
JPH0119016B2 (en)
JPS624082Y2 (en)
JPH09195288A (en) Panel basement
JP3077082B2 (en) How to build a building with a basement
JPH0833016B2 (en) Concrete assembling basement skeleton structure
JPH11166276A (en) Bearing wall structure
JPH10102591A (en) Beam cut building unit
JPH11172819A (en) Wall column structure
JPH08253943A (en) Steel underground chamber
JPH07113241B2 (en) External wall panel installation method

Legal Events

Date Code Title Description
R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

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

Free format text: PAYMENT UNTIL: 20080807

Year of fee payment: 10

LAPS Cancellation because of no payment of annual fees