JPH047416A - Method for constructing underground room - Google Patents
Method for constructing underground roomInfo
- Publication number
- JPH047416A JPH047416A JP2107779A JP10777990A JPH047416A JP H047416 A JPH047416 A JP H047416A JP 2107779 A JP2107779 A JP 2107779A JP 10777990 A JP10777990 A JP 10777990A JP H047416 A JPH047416 A JP H047416A
- Authority
- JP
- Japan
- Prior art keywords
- steel
- base plate
- bolts
- anchor bolts
- mortar
- 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
Links
- 238000000034 method Methods 0.000 title claims description 7
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 36
- 239000010959 steel Substances 0.000 claims abstract description 36
- 239000004570 mortar (masonry) Substances 0.000 claims abstract description 11
- 239000004567 concrete Substances 0.000 claims abstract description 7
- 238000009434 installation Methods 0.000 claims description 2
- 238000007789 sealing Methods 0.000 abstract 3
- 238000010276 construction Methods 0.000 description 4
- 239000003566 sealing material Substances 0.000 description 4
- 238000004078 waterproofing Methods 0.000 description 3
- 239000003795 chemical substances by application Substances 0.000 description 1
- 239000007788 liquid Substances 0.000 description 1
- 239000011150 reinforced concrete Substances 0.000 description 1
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 1
Landscapes
- Underground Structures, Protecting, Testing And Restoring Foundations (AREA)
Abstract
Description
【発明の詳細な説明】
〔産業上の利用分野〕
この発明は鉄骨軸組と鋼製パネルを使用して構成する地
下室の構築法に関するものである。DETAILED DESCRIPTION OF THE INVENTION [Industrial Field of Application] This invention relates to a method of constructing a basement using a steel framework and steel panels.
〔従来技術とこの発明の解決しようとする課題〕従来の
一般の工法では地上階が鉄骨構造の場合でも、これに地
下階をつけるとき、地下階だけは鉄筋コンクリート構造
であった。[Prior Art and Problems to be Solved by the Invention] In conventional general construction methods, even when the ground floor is a steel frame structure, when a basement floor is attached to it, only the basement floor is a reinforced concrete structure.
ところで出願人は先に特公昭６０−４３５００号公報に
示すように地下階をも鉄骨構造とし、地下の床、壁を鋼
製パネルで構成する方法について開発している。By the way, as shown in Japanese Patent Publication No. 60-43500, the applicant has previously developed a method in which the basement floor is also made of a steel frame structure and the basement floor and walls are constructed of steel panels.
この発明は前記構築法を改良し、′床パネル、壁パネル
、鉄骨柱の取付けと位置決めの作業を容易ならしめるべ
くしたものである。The present invention improves the construction method described above to facilitate the installation and positioning of floor panels, wall panels, and steel columns.
この発明の地下室の構築法は地盤を掘削後基礎コンクリ
ートから突設したアンカーボルトに地下鋼製床パネルを
、挿通し、アンカーボルトの上部において、鉄骨柱のベ
ースプレートをアンカーボルトに嵌めたナツトによって
挟持することによって固定し、次いでベースプレートの
下方をモルタル類で覆うものであり、また地下鋼製床パ
ネルをアンカーボルトに嵌めたナツトによって固定し、
さらに鉄骨柱に取付けた鉄骨梁に地下鋼製パネルから突
設した取付金具を引掛けて取付けることを特徴とするも
のである。The basement construction method of this invention involves excavating the ground, inserting the underground steel floor panel through anchor bolts protruding from the foundation concrete, and holding the base plate of the steel column at the top of the anchor bolt with a nut fitted to the anchor bolt. The lower part of the base plate is then covered with mortar, and the underground steel floor panel is fixed with nuts fitted to the anchor bolts.
Furthermore, the present invention is characterized in that a mounting bracket protruding from an underground steel panel is hooked onto a steel beam attached to a steel column.
先ず所要深さまで地盤Ａを掘削し、コンクリート基礎１
、基礎梁２を造成し、その上に均しモルタル３を施工し
、アンカーボルト４の上方を突設しておく。First, excavate the ground A to the required depth and install concrete foundation 1.
, a foundation beam 2 is constructed, leveled mortar 3 is applied on it, and the upper part of the anchor bolt 4 is provided protrudingly.
またアンカーボルト４の中間にはナツト５１を嵌め、レ
ベル調整を行ない、ワッシャー６、防水シールまたは液
状の防水剤等のシール材７を重ねその上に地下の鋼製床
パネル８をセットし、鋼製床パネル８上のアンカーボル
トにはシール材７、ワッシャー６、ナツト５−２を嵌め
て鋼製床パネル８を挟持する。In addition, a nut 51 is fitted in the middle of the anchor bolt 4, the level is adjusted, a washer 6, a sealing material 7 such as a waterproof seal or a liquid waterproofing agent is layered, and an underground steel floor panel 8 is set on top of it. A sealing material 7, a washer 6, and a nut 5-2 are fitted to the anchor bolts on the floor panel 8 to sandwich the steel floor panel 8.
次いでアンカーボルト４の上部にナツト５３を嵌め、鉄
骨柱９のベースプレート１０を建込み、アンカーボルト
４をベースプレート１０に挿通し、ナツト５−４を嵌め
てベースプレー）１０を挟持する。Next, a nut 53 is fitted to the upper part of the anchor bolt 4, the base plate 10 of the steel column 9 is erected, the anchor bolt 4 is inserted through the base plate 10, and the nut 5-4 is fitted to clamp the base plate 10.
次いでベースプレート１０の下方にはモルタル類１１を
充填してアンカーボルト４等を覆う。Next, mortar 11 is filled below the base plate 10 to cover the anchor bolts 4 and the like.
なお前記ナツト５−３はベースプレート１０の高さによ
っては省略することができる。またシール材７に代えて
ナツト５−２の周辺を溶接してもよい。Note that the nut 5-3 may be omitted depending on the height of the base plate 10. Further, instead of the sealing material 7, the periphery of the nut 5-2 may be welded.
鋼製壁パネル１２はその上部に取付金具１３を突設して
おき鉄骨柱９に取付けた鉄骨梁１４に引掛けた状態に取
付ける。なお鋼製壁パネル１２の下端は鋼製床パネル８
の端縁においてボルトナツトで接合される。The steel wall panel 12 has a mounting bracket 13 protruding from its upper part and is attached to a steel beam 14 attached to a steel column 9. The lower end of the steel wall panel 12 is the steel floor panel 8.
are joined with bolts and nuts at the edges.
この発明は以上の構成からなり地下階をも鉄骨造として
、建物全体の構造上の連続性を良くするとともに、基礎
工事を除く地下室部分は全てドライエ法による組み立て
構造となり、工期の大幅な短縮と、鋼製ゆえに防水工事
を行なうことなく水洩れやコンクリートからの湿気もな
く、経済的でかつ快適な地下空間を提供するものである
。This invention has the above-mentioned configuration, and the basement floor is also made of steel, improving the structural continuity of the entire building, and the entire basement area, except for foundation work, is assembled using the dryer method, which significantly shortens the construction period. Since it is made of steel, there is no need for waterproofing work, there is no water leakage or moisture from concrete, and it provides an economical and comfortable underground space.
また、従来の屋根、床、壁パネルとも全て鋼製パネルの
みで地下室を構築する場合、構造上の制約が大きく、規
模的には住宅用程度であった。Furthermore, when constructing a basement using conventional roof, floor, and wall panels that are all made of steel, there are significant structural limitations, and the scale is comparable to that used for residential buildings.
この発明はこれとは異なり、建物の主構造を本体骨組の
柱、梁フレームとし、これに取りつく壁パネルは土圧を
受けてこれをフレームに請は負わせれば良く、さらに床
パネルはアンカーボルトを利用して簡単に取付けられ、
壁パネルは梁に引掛けて取付けられ、それぞれ主に防水
上の止水板としての機能をはたすのみでよいことから、
この両者の構造上の組合せにより、規模や自由度の大き
い地下室のシステムが可能となった。This invention differs from this in that the main structure of the building is a column and beam frame of the main body frame, and the wall panels attached to this only need to receive earth pressure and bear this on the frame, and the floor panels are anchored. Easy to install using bolts,
The wall panels are installed by hooking them onto beams, and each only needs to function primarily as a waterstop for waterproofing purposes.
The structural combination of the two has made it possible to create a basement system with a large scale and degree of freedom.
第１図はこの発明の概要を示した縦断面図、第２図は要
部の断面図である。
１・・・コンクリート基礎、２・・・基礎梁、３・・・
均しモルタル、４・・・アンカーボルト、５−Ｌ２，３
゜４・・・ナツト、６・・・ワッシャー、７・・・シー
ル材、８・・・鋼製床パネル、９・・・鉄骨柱、１０・
・・ベースプレート、１１・・・モルタル類、１２・・
・鋼製壁パネル、１３・・・取付金具、１４・・・鉄骨
梁。
第
図
第
図FIG. 1 is a vertical sectional view showing an outline of the invention, and FIG. 2 is a sectional view of the main parts. 1... Concrete foundation, 2... Foundation beam, 3...
Leveled mortar, 4... Anchor bolt, 5-L2,3
゜4...Nut, 6...Washer, 7...Sealing material, 8...Steel floor panel, 9...Steel frame column, 10...
...Base plate, 11...Mortar, 12...
・Steel wall panel, 13...Mounting bracket, 14...Steel beam. Figure Figure
Claims (3)
カーボルトに地下鋼製床パネルを挿通し、アンカーボル
トの上部において、鉄骨柱のベースプレートをアンカー
ボルトに嵌めたナットによって挟持することによって固
定し、次いでベースプレートの下方をモルタル類で覆う
ことを特徴とする地下室の構築法。(1) After excavating the ground, insert an underground steel floor panel through anchor bolts protruding from the foundation concrete, and fix the base plate of the steel column by clamping it with nuts fitted to the anchor bolts at the top of the anchor bolts, Next, there is a method of constructing a basement, which is characterized by covering the lower part of the base plate with mortar.
カーボルトの中間において地下鋼製床パネルを、アンカ
ーボルトに嵌めたナットによって挟持することによって
固定し、アンカーボルトの上部において、鉄骨柱のベー
スプレートをアンカーボルトに嵌めたナットによって挟
持することによって固定し、次いでベースプレートの下
方をモルタル類で覆うことを特徴とする地下室の構築法
。(2) After excavating the ground, fix the underground steel floor panel between the anchor bolts protruding from the foundation concrete by clamping them with nuts fitted to the anchor bolts, and attach the base plate of the steel column to the top of the anchor bolts. A method of constructing a basement, characterized by fixing the base plate by clamping it with nuts fitted to anchor bolts, and then covering the lower part of the base plate with mortar.
設した取付金具を引掛けて取付けることを特徴とする請
求項（１）記載の地下室の構築法。(3) The method for constructing a basement according to claim (1), characterized in that the installation is carried out by hooking a mounting bracket protruding from an underground steel panel onto a steel beam attached to a steel column.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP2107779A JP2693621B2 (en) | 1990-04-24 | 1990-04-24 | How to build a basement |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP2107779A JP2693621B2 (en) | 1990-04-24 | 1990-04-24 | How to build a basement |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPH047416A true JPH047416A (en) | 1992-01-10 |
| JP2693621B2 JP2693621B2 (en) | 1997-12-24 |
Family
ID=14467807
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP2107779A Expired - Fee Related JP2693621B2 (en) | 1990-04-24 | 1990-04-24 | How to build a basement |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JP2693621B2 (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH08128057A (en) * | 1994-11-01 | 1996-05-21 | Ryuji Takase | Construction of basement |
Citations (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS5956251U (en) * | 1982-09-30 | 1984-04-12 | 日本鋼管株式会社 | Foundation structure of foundation column base |
| JPS6043500A (en) * | 1983-08-18 | 1985-03-08 | Fuji Photo Film Co Ltd | Method for feeding electricity |
-
1990
- 1990-04-24 JP JP2107779A patent/JP2693621B2/en not_active Expired - Fee Related
Patent Citations (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS5956251U (en) * | 1982-09-30 | 1984-04-12 | 日本鋼管株式会社 | Foundation structure of foundation column base |
| JPS6043500A (en) * | 1983-08-18 | 1985-03-08 | Fuji Photo Film Co Ltd | Method for feeding electricity |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH08128057A (en) * | 1994-11-01 | 1996-05-21 | Ryuji Takase | Construction of basement |
Also Published As
| Publication number | Publication date |
|---|---|
| JP2693621B2 (en) | 1997-12-24 |
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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 |
|
| LAPS | Cancellation because of no payment of annual fees |