JP2540369B2 - How to build a building with a basement - Google Patents
How to build a building with a basementInfo
- Publication number
- JP2540369B2 JP2540369B2 JP1241769A JP24176989A JP2540369B2 JP 2540369 B2 JP2540369 B2 JP 2540369B2 JP 1241769 A JP1241769 A JP 1241769A JP 24176989 A JP24176989 A JP 24176989A JP 2540369 B2 JP2540369 B2 JP 2540369B2
- Authority
- JP
- Japan
- Prior art keywords
- steel
- basement
- panel
- building
- ground
- 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 - Fee Related
Links
Landscapes
- Residential Or Office Buildings (AREA)
- Foundations (AREA)
- Underground Structures, Protecting, Testing And Restoring Foundations (AREA)
Description
本発明は、地面に堀設せる穴に、鋼製床パネル、鋼製
壁パネルおよび鋼製屋根パネル（鋼製天井パネル）を建
て込んで構築せる地下室の上方に地上建屋を連設構築し
て地下室付き構築物を構築する方法に関するものであ
る。According to the present invention, a ground building is constructed in series above a basement that can be constructed by building a steel floor panel, a steel wall panel and a steel roof panel (steel ceiling panel) in a hole to be dug in the ground. It relates to a method of constructing a structure with a basement.
従来、地下室付き構築物を構築する場合には、例え
ば、第３図に示すように、地上建屋（Ａ）を支持する基
礎（Ｂ）内方の地面に堀設せる穴に、鋼製床パネル
（Ｃ）、（Ｃ）、……、鋼製壁パネル（Ｄ）、（Ｄ）、
……および鋼製屋根パネル（鋼製天井パネル）（Ｅ）、
（Ｅ）、……を建て込んで地下室（Ｆ）を構築し、前記
基礎（Ｂ）と鋼製壁パネル（Ｄ）、（Ｄ）、……、との
間に埋め戻しコンクリート（Ｇ）を打設して地下室付き
建築物を構築している。Conventionally, when constructing a structure with a basement, for example, as shown in FIG. 3, a steel floor panel (in a hole to be dug in the ground inside the foundation (B) supporting the aboveground building (A) ( C), (C), ..., Steel wall panels (D), (D),
... and steel roof panel (steel ceiling panel) (E),
(E), ... are built to build a basement (F), and backfill concrete (G) is placed between the foundation (B) and the steel wall panels (D), (D), .... It is cast to construct a building with a basement.
上記従来の技術においては、地下建屋（Ａ）と地下室
（Ｆ）とは埋め戻しコンクリート（Ｇ）によつて力の伝
播が遮断され、種々の力が加わったときに地上建屋
（Ａ）と地下室（Ｆ）とが一体的に作用することができ
ず、従って、地上建屋（Ａ）の基礎（Ｂ）の不同沈下や
地下室（Ｆ）の不同浮上を惹起することがあり、更に加
うるに、大きな土圧、地下水圧等が加わった場合に、鋼
製壁パネル（Ｄ）が耐えられなくなつて地下構築物が変
形することがあると云う問題があつた。 本発明は、上記従来の問題点を解消するために為され
たものであり、種々の力が加わったときに地上建屋と地
下室とが一体的に作用し、地下建屋の基礎の不同沈下や
地下室の不同浮上を惹起するおそれがなく、更に加うる
に、大きな土圧、地下水圧等が加わった場合にも地下構
築物が変形するおそれがない地下室付き建築物の構築方
法を提供することを課題とするものである。In the above conventional technique, the underground building (A) and the basement (F) are prevented from propagating force by the backfilling concrete (G), and when various forces are applied, the above-ground building (A) and the basement. (F) cannot act in unison with each other, and thus may cause differential settlement of the foundation (B) of the ground building (A) and differential lift of the basement (F). When a large earth pressure or groundwater pressure is applied, the steel wall panel (D) becomes unbearable and the underground structure may be deformed. The present invention was made in order to solve the above-mentioned conventional problems, and when various forces are applied, the above-ground building and the basement work integrally, and the uneven settlement of the foundation of the basement and the basement. It is an object of the present invention to provide a method of constructing a building with a basement, in which there is no possibility of causing unequal levitation, and further, even if a large earth pressure, groundwater pressure, etc. To do.
本発明は、上記課題を解決するために、型鋼よりなる
パネル枠の片面又は両面に鋼板を固着一体化して成る鋼
製床パネル、鋼製壁パネルおよび鋼製屋根パネル（鋼製
天井パネル）を、地面に堀設せる穴に建て込んでパネル
構法にて地下室を構築すると共に、該地下室を構成する
鋼製壁パネルの外面に、地上建屋を支持する基礎兼用の
鋼製補強柱材を立設、固着し、該鋼製補強柱材の上方に
地上建屋を連設構築することを特徴とするものである。In order to solve the above problems, the present invention provides a steel floor panel, a steel wall panel, and a steel roof panel (steel ceiling panel), which are formed by integrally fixing steel plates to one or both sides of a panel frame made of shaped steel. Building a basement by building it in a hole that can be dug in the ground and using a panel construction method, and erection of steel reinforcement pillars that also serve as a foundation to support the above-ground building on the outer surface of the steel wall panels that compose the basement. It is characterized in that it is fixed and a ground building is continuously installed above the steel reinforcing column member.
以下、本発明を実施例として示した図面に基いて更に
詳細に説明する。 本発明は、例えば、第１図および第２図に示すよう
に、溝型鋼、山型鋼等の型鋼よりなるパネル枠（８）の
片面又は両面に鋼板（９）を被覆して、溶接、ビス止め
等にて固着一体化して成る鋼製床パネル（２）、
（２）、……、鋼製壁パネル（３）、（３）、……およ
び鋼製屋根パネル（鋼製天井パネル）（４）、（４）、
……を、地下室空間を構成すべく地面（１）に堀設せる
穴に、所望枚数並設し、ボルト止め、溶接等にて固着し
て建て込んで、パネル構法にて地下室（５）を構築する
と共に該地下室（５）を構成する所望の鋼製壁パネル
（３）、（３）、……の外面に、地上建屋（６）を支持
する基礎兼用の鋼製補強柱材（７）、（７）、……を立
設し、ボルト止め、溶接等にて鋼製壁パネル（３）、
（３）、……に固着し該鋼製補強柱材（７）、（７）、
……の上方に地上建屋（６）を連設構築することを特徴
とする地下室付き建築物の構築方法に関するものであ
る。 尚、上記本発明において、鋼製補強柱材（７）として
は、例えば、長尺の溝型鋼材、山型鋼材等の型鋼材を使
用すると良い。 又、（４）を鋼製屋根パネル（鋼製天井パネル）とし
て記載した理由は、パネルの取付位置によつて屋根パネ
ルとして作用したり、天井パネルとして作用したりする
ためであり、例えば、複数階建ての地下室において、最
上位に位置するパネルは最上階の屋根パネルとして作用
し、それ以外のパネルは下階の天井パネルとして作用す
る。 又、上記本発明において構築せる地下室（５）は、例
えば、第１図および第２図に示すように、地下室（５）
の外周面部に埋め戻しコンクリート（10）を打設して仕
上げると良い。Hereinafter, the present invention will be described in more detail with reference to the drawings showing examples. The present invention is, for example, as shown in FIGS. 1 and 2, in which one or both sides of a panel frame (8) made of a section steel such as a groove section steel or a mountain section steel is coated with a steel sheet (9) for welding, screwing, and welding. Steel floor panel (2), which is integrally fixed by means of stoppers,
(2), ..., steel wall panels (3), (3), ... and steel roof panels (steel ceiling panels) (4), (4),
, Are installed side by side in the holes that can be dug in the ground (1) to form the basement space, and fixed and fixed by bolting, welding, etc., and the basement (5) is constructed by the panel construction method. On the outer surface of the desired steel wall panels (3), (3), ... Which are constructed and constitute the basement (5), a steel reinforced pillar material (7) also serving as a foundation for supporting the above-ground building (6) , (7), ... are erected, and bolted, welded, etc. to the steel wall panel (3),
(3) ,, which are fixed to the steel reinforcing column members (7), (7),
The present invention relates to a method of constructing a building with a basement characterized by constructing an above-ground building (6) in a row above. In addition, in the above-mentioned present invention, as the steel reinforcing column member (7), for example, a shaped steel material such as a long groove-shaped steel material or a mountain-shaped steel material may be used. Moreover, the reason why (4) is described as a steel roof panel (steel ceiling panel) is that it acts as a roof panel or acts as a ceiling panel depending on the mounting position of the panel. In the basement of a story, the panel located at the top acts as the roof panel of the top floor, and the other panels act as ceiling panels of the lower floor. The basement (5) constructed in the present invention is, for example, as shown in FIGS. 1 and 2, the basement (5).
It is recommended to put backfill concrete (10) on the outer peripheral surface of the to finish.
上記のように、本発明は型鋼よりなるパネル枠の片面
又は両面に鋼板を固着一体化して成る鋼製床パネル、鋼
製壁パネルおよび鋼製屋根パネル（鋼製天井パネル）
を、地面に堀設せる穴に建て込んでパネル構法にて地下
室を構築すると共に、該地下室を構成する鋼製壁パネル
の外面に、地上建屋を支持する基礎兼用の鋼製補強柱材
を立設、固着し、該鋼製補強柱材の上方に地上建屋を連
設構築しているので、種々の力が加わったときに、鋼製
補強柱材を介して、地上建屋と地下室とが一体的に作用
し、地上建屋の基礎（基礎兼用の鋼製補強柱材）のみが
不同沈下を惹起したり、地下室のみが不同浮上を惹起し
たりするおそれがなく、更に加うるに、大きな土圧、地
下水圧等が加わった場合にも、地下室の変形を鋼製補強
柱材にて防止することができ、鋼製壁パネルが耐えられ
なくなつて地下室が変形するおそれがない。As described above, the present invention is a steel floor panel, a steel wall panel, and a steel roof panel (steel ceiling panel) that are formed by integrally bonding steel plates to one or both sides of a panel frame made of shaped steel.
Is built in a hole that can be dug into the ground to construct a basement by the panel construction method, and on the outer surface of the steel wall panel that composes the basement, a steel reinforcement column that also serves as a foundation is supported to support the above-ground building. Since it is fixed and fixed, and the ground building is continuously built above the steel reinforcing column material, the above-ground building and the basement are integrated through the steel reinforcing column material when various forces are applied. Functioning, there is no risk that only the foundation of the above-ground building (steel reinforcement column material that also serves as the foundation) will cause differential settlement, or only the basement will cause differential ascent, and in addition, a large earth pressure will be applied. Even when groundwater pressure or the like is applied, the deformation of the basement can be prevented by the steel reinforcing column member, and there is no fear that the steel wall panel becomes unbearable and the basement is deformed.
第１図は本発明の一実施例の要部横断面図、第２図は同
実施例の要部縦断面図、第３図従来例の要部縦断面図で
ある。 １……地面、２……鋼製床パネル、３……鋼製壁パネ
ル、４……鋼製屋根パネル（鋼製天井パネル）、５……
地下室、６……地上建屋、７鋼製補強柱材。1 is a horizontal sectional view of an essential part of an embodiment of the present invention, FIG. 2 is a vertical sectional view of an essential part of the same embodiment, and FIG. 1 ... Ground, 2 ... Steel floor panel, 3 ... Steel wall panel, 4 ... Steel roof panel (steel ceiling panel), 5 ...
Basement, 6 ... above-ground building, 7 steel reinforcement columns.
Claims (1)
板を固着一体化して成る鋼製床パネル、鋼製壁パネルお
よび鋼製屋根パネル（鋼製天井パネル）を、地面に堀設
せる穴に建て込んでパネル構法にて地下室を構築すると
共に、該地下室を構成する鋼製壁パネルの外面に、地下
建屋を支持する基礎兼用の鋼製補強柱材を立設、固着
し、該鋼製補強柱材の上方に地上建屋を連設構築するこ
とを特徴とする地下室付き建築物の構築方法。1. A hole for excavating a steel floor panel, a steel wall panel, and a steel roof panel (steel ceiling panel), in which steel plates are fixedly integrated on one or both sides of a panel frame made of shaped steel, to the ground. Built in the basement to construct a basement by the panel construction method, and at the outer surface of the steel wall panel that composes the basement, a steel reinforcing column member that also serves as a foundation to support the basement is erected and fixed, A method for constructing a building with a basement, characterized by constructing an above-ground building in a row above a reinforced column material.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP1241769A JP2540369B2 (en) | 1989-09-20 | 1989-09-20 | How to build a building with a basement |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP1241769A JP2540369B2 (en) | 1989-09-20 | 1989-09-20 | How to build a building with a basement |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPH03107025A JPH03107025A (en) | 1991-05-07 |
| JP2540369B2 true JP2540369B2 (en) | 1996-10-02 |
Family
ID=17079251
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP1241769A Expired - Fee Related JP2540369B2 (en) | 1989-09-20 | 1989-09-20 | How to build a building with a basement |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JP2540369B2 (en) |
Families Citing this family (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH0540487U (en) * | 1991-07-19 | 1993-06-01 | 昭和電工建材株式会社 | Simple double floor structure |
Family Cites Families (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS6043500B2 (en) * | 1980-10-25 | 1985-09-28 | 隆二 高瀬 | How to build a basement |
-
1989
- 1989-09-20 JP JP1241769A patent/JP2540369B2/en not_active Expired - Fee Related
Also Published As
| Publication number | Publication date |
|---|---|
| JPH03107025A (en) | 1991-05-07 |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| JPH11152761A (en) | Underground structure and construction method thereof | |
| KR101727518B1 (en) | Floor system for reducing story height in top down method and top down method using the same | |
| KR102522487B1 (en) | Prefabricated steel frame seismic reinforcement structure by slab joint H-beam bracing | |
| JP2640969B2 (en) | Basement expansion method for existing buildings | |
| JP2540369B2 (en) | How to build a building with a basement | |
| JP2577973B2 (en) | How to build a building with a basement | |
| JPH08193324A (en) | Buckling preventive structure of diagonal beam | |
| JP2003082691A (en) | Execution method for underground structural skeleton | |
| JP4386308B2 (en) | Building frame structure | |
| JPH0358617B2 (en) | ||
| JP2573063B2 (en) | How to build underground structures | |
| JP2894217B2 (en) | Building structural frame | |
| JP2577642B2 (en) | How to build underground structures | |
| JP2540375B2 (en) | Basic structure of building | |
| JP3274336B2 (en) | Steel basement | |
| JPH09228391A (en) | Earthquake proof underground wall | |
| JP3176803B2 (en) | Basement structure | |
| JP3002794B2 (en) | How to build a building with a basement | |
| JPH09221829A (en) | Vibration damping device for reinforced concrete structure | |
| JP2959436B2 (en) | How to build underground structures | |
| JPH0921238A (en) | Entrance structure in building construction site | |
| JPH0358618B2 (en) | ||
| JPH08177068A (en) | Construction of underground structure | |
| JPH0686750B2 (en) | How to build a building with a basement | |
| JPH07111058B2 (en) | How to build a building with a basement |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| LAPS | Cancellation because of no payment of annual fees |