JP2896620B2 - Floor panel for underground structures - Google Patents
Floor panel for underground structuresInfo
- Publication number
- JP2896620B2 JP2896620B2 JP4361781A JP36178192A JP2896620B2 JP 2896620 B2 JP2896620 B2 JP 2896620B2 JP 4361781 A JP4361781 A JP 4361781A JP 36178192 A JP36178192 A JP 36178192A JP 2896620 B2 JP2896620 B2 JP 2896620B2
- Authority
- JP
- Japan
- Prior art keywords
- floor panel
- groundwater
- underground
- pipe
- underground building
- 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
Description
【0001】[0001]
【産業上の利用分野】本発明は、地下室、その他の地下
構築物を構築する際に使用する地下構築物用床パネルに
関するものである。BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a floor panel for an underground building used for constructing a basement or other underground building.
【0002】[0002]
【従来の技術】従来、地下構築物を構築する場合には、
例えば、図6に示すように、地面Aに形成せる穴に、鋼
製パネルよりなる床パネルB、B、…、壁パネルC、
C、…、および屋根パネルD、D、…、を建て込んで地
下構築物を構築している。2. Description of the Related Art Conventionally, when constructing an underground building,
For example, as shown in FIG. 6, floor panels B, B,...
C,... And roof panels D, D,.
【0003】尚、図6において、Eは、床パネルB、
B、…敷設用のベースコンクリート、Fは、ベースコン
クリートEを打設する際に浸出する地下水を集めて排出
する釜場、Gは、壁パネルC、C、…の外周面部に打設
せる埋戻しコンクリート、Hは、屋根パネルD、D、…
の外表面部に打設せる被覆コンクリートである。In FIG. 6, E denotes a floor panel B,
B,... Base concrete for laying, F is a kiln for collecting and discharging groundwater leached when the base concrete E is poured, and G is a burial to be poured on the outer peripheral surface of the wall panels C, C,. Return concrete, H means roof panels D, D, ...
This is a coated concrete that is cast on the outer surface of the car.
【0004】[0004]
【発明が解決しようとする課題】上記従来の技術におい
ては、特に、地下水の浸出が激しい場所に地下構築物を
構築した場合、地下水の浮力によつて地下構築物が浮上
するおそれがあつた。In the above prior art, when an underground building is constructed in a location where groundwater is leached intensely, there is a risk that the underground building will float due to the buoyancy of the groundwater.
【0005】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、地下構築物を構築するに際し
て、地下水を円滑に排出することができると共に、地下
構築物構築後においても、地下水を円滑に排出すること
ができ、地下水の浮力によつて地下構築物が浮上するの
を防止することができる地下構築物用床パネルを提供す
ることを課題とするものである。SUMMARY OF THE INVENTION The present invention has been made to solve the above-mentioned conventional problems. In constructing an underground structure, it is possible to discharge the groundwater smoothly, and even after constructing the underground structure, the groundwater can be removed. It is an object of the present invention to provide an underground building floor panel that can smoothly discharge water and prevent the underground building from floating due to the buoyancy of groundwater.
【0006】[0006]
【課題を解決するための手段】本発明は、上記課題を解
決するために、底部に地下水導入管を具設せる排水槽を
床パネル本体に嵌装せしめると共に、該排水槽の下部を
床パネル本体下面より突出させて、床パネル敷設用のベ
ースコンクリートの釜場に嵌装するようにせしめ、更
に、床パネル本体の底部に地下水導入主管を具設せしめ
て成ることを特徴とするものである。SUMMARY OF THE INVENTION In order to solve the above-mentioned problems, according to the present invention, a drainage tank provided with a groundwater introduction pipe at the bottom is fitted to a floor panel body, and a lower part of the drainage tank is attached to the floor panel. It is characterized by being projected from the lower surface of the main body and fitted to a kiln place of base concrete for laying floor panels, and further provided with a main pipe for introducing groundwater at the bottom of the floor panel main body. .
【0007】[0007]
【実施例】図1は、本発明の実施例を示し、底部に地下
水導入管1を突出させて具設せる金属製の排水槽2を、
型鋼よりなるパネル枠3に鋼板4を溶接一体化して張設
してなる鋼製の床パネル本体5に嵌装し、アングル6を
介して溶接一体化せしめると共に、該排水槽2の下部を
床パネル本体5下面より外方(下方)に突出させて、床
パネル敷設用ベースコンクリート7の釜場8(集水用凹
所)に嵌装するようにせしめ、更に、床パネル本体5の
底部に地下水導入主管9を突出させて具設せしめて成る
ことを特徴とする地下構築物用床パネル10に関するも
のである。FIG. 1 shows an embodiment of the present invention, in which a metal drain tank 2 provided with a groundwater inlet pipe 1 protruding from the bottom thereof is provided.
A steel plate 4 is fitted to a panel frame 3 made of a mold steel by welding and stretched and fitted to a steel floor panel main body 5 and welded and integrated via an angle 6, and the lower part of the drainage tank 2 is placed on the floor. It is made to protrude outward (downward) from the lower surface of the panel main body 5 so as to be fitted to the pot place 8 (recess for water collection) of the base concrete 7 for laying the floor panel. The present invention relates to a floor panel 10 for an underground structure, wherein a main pipe 9 for introducing groundwater is protruded and provided.
【0008】尚、図1において、11は、排水槽2の上
面開口部に装着せる蓋板、12は、床パネル本体5の室
内側表面に根太材13を介して張設せる床仕上げ材であ
る。In FIG. 1, reference numeral 11 denotes a cover plate to be attached to the opening on the upper surface of the drainage tank 2, and reference numeral 12 denotes a floor finishing material which is stretched on the indoor side surface of the floor panel body 5 via a joist material 13. is there.
【0009】図2は、上記本発明の地下構築物用床パネ
ル10を使用して地下構築物を構築せる一実施例を示
し、地面14に形成せる穴の底部に打設せるベースコン
クリート7上に、上記地下構築物用床パネル10を所望
枚数敷設し、該地下構築物用床パネル10の排水槽2下
部をベースコンクリート7の釜場8に嵌装せしめ、更
に、該地下構築物用床パネル10上に、壁パネル15、
15、…および屋根パネル16、16、…を建て込み、
必要に応じて、該壁パネル15、15、…の外周面部に
埋戻しコンクリート17を打設すると共に、該屋根パネ
ル16、16、…の外表面部に被覆コンクリート18を
打設して地下構築物を構築する。FIG. 2 shows an embodiment in which an underground building is constructed by using the underground building floor panel 10 of the present invention. The base concrete 7 is cast on the bottom of a hole formed in the ground 14. A desired number of the underground building floor panels 10 are laid, and the lower part of the drainage tank 2 of the underground building floor panel 10 is fitted to the kiln 8 of the base concrete 7, and further, on the underground building floor panel 10, Wall panels 15,
15, ... and roof panels 16,16, ...
If necessary, backfill concrete 17 is cast on the outer peripheral surface of the wall panels 15, 15,..., And coated concrete 18 is cast on the outer surface of the roof panels 16, 16,. To build.
【0010】又、上記本発明の地下構築物用床パネル1
0を使用して地下構築物を構築するに際して、地下水を
排出する場合には、例えば、図1および図2において、
地下構築物用床パネル10を敷設する以前のベースコン
クリート7を打設する際に浸出する地下水は、釜場8に
集めると共に該釜場8に排水ポンプ(図示せず)を入れ
て釜場8に集めた地下水を排出し、次いで、図1および
図2に示すようにベースコンクリート7上に地下構築物
用床パネル10を敷設して地下構築物を構築する際に浸
出する地下水は、地下構築物用床パネル10の排水槽2
の地下水導入管1を開口すると共に、図3に示すように
地下水導入主管9に密栓19を嵌装して密封することに
よつて、前記地下水導入管1を介して排水槽2に集める
と共に図5に示すように該排水槽2に排水ポンプ20を
設置して排水槽2に集めた地下水を排出し、更に、地下
構築物構築後に浸出する地下水は、図3において地下構
築物用床パネル10の地下水導入主管9の密栓19を除
去して図4に示すように地下水導入主管9を開口し、該
開口部に、プラグ21、継手管22およびホース23を
順次連結し、次いで、該ホース23を図5に示すように
排水槽2の連結管24に連結すると共に、排水槽2の地
下水導入管1を密封することによつて、前記地下水導入
主管9、プラグ21、継手管22、ホース23および連
結管24を経由して排水槽2に集めると共に図5に示す
ように該排水槽2に設置した排水ポンプ20によつて排
水槽2に集めた地下水を排出すれば良い。Further, the floor panel 1 for an underground structure according to the present invention described above.
When constructing an underground structure using the underground water, when draining groundwater, for example, in FIG. 1 and FIG.
Groundwater that leaches when the base concrete 7 is cast before laying the floor panel 10 for underground construction is collected in the kamaba 8 and a drainage pump (not shown) is put in the kamaba 8 to enter the kamaba 8. The collected groundwater is drained, and then the groundwater leached in laying the underground building floor panel 10 on the base concrete 7 as shown in FIGS. 10 drainage tanks 2
The groundwater introduction pipe 1 is opened, and a hermetic plug 19 is fitted to the groundwater introduction main pipe 9 and sealed as shown in FIG. As shown in FIG. 5, a drainage pump 20 is installed in the drainage tank 2 to discharge the groundwater collected in the drainage tank 2, and the groundwater leached after the construction of the underground building is the groundwater of the underground building floor panel 10 in FIG. The sealing plug 19 of the introduction main pipe 9 is removed to open the groundwater introduction main pipe 9 as shown in FIG. 4, and a plug 21, a joint pipe 22 and a hose 23 are sequentially connected to the opening, and then the hose 23 is As shown in FIG. 5, by connecting to the connecting pipe 24 of the drain tank 2 and sealing the ground water introducing pipe 1 of the drain tank 2, the ground water introducing main pipe 9, the plug 21, the joint pipe 22, the hose 23 and the connecting pipe are connected. Via tube 24 Groundwater collected in by connexion sump 2 with aggregating sump 2 to the drainage pump 20 installed in the exhaust water tub 2 as shown in FIG. 5 may be discharged.
【0011】尚、図1において、25は、前記継手管2
2を地下構築物用床パネル10表面に露出させるための
貫通孔であり、図5において、26は、前記排水槽2に
集めた地下水を外部(地上)へ排水する排水管、27
は、排水ポンプ20を排水槽2内部に吊り下げ設置する
ロープ、28は、排水槽2の排水レベルを設定するフロ
ート、29は、該フロート28を所定の位置に保持せし
める錘、30は、該フロート28および錘29を排水槽
2内部に吊り下げ支持するロープである。In FIG. 1, reference numeral 25 denotes the joint pipe 2;
5 is a through hole for exposing the underground structure 2 to the surface of the floor panel 10 for underground structures. In FIG. 5, 26 is a drainage pipe for draining groundwater collected in the drainage tank 2 to the outside (ground), 27
Is a rope for suspending and installing the drainage pump 20 inside the drainage tank 2; 28, a float for setting the drainage level of the drainage tank 2; 29, a weight for holding the float 28 in a predetermined position; It is a rope that suspends and supports the float 28 and the weight 29 inside the drainage tank 2.
【0012】[0012]
【発明の効果】以上説明したように、本発明は、底部に
地下水導入管を具設せる排水槽を床パネル本体に嵌装せ
しめると共に、該排水槽の下部を床パネル本体下面より
突出させて、床パネル敷設用のベースコンクリートの釜
場に嵌装するようにせしめ、更に、床パネル本体の底部
に地下水導入主管を具設せしめて成るので、地下構築物
用床パネルを敷設して地下構築物を構築する際に浸出す
る地下水は、地下水導入管を介して排水槽に集めて排出
することができると共に、地下構築物構築後に浸出する
地下水は、地下水導入主管を介して排水槽に集めて排出
することができ、地下水の浮力によつて地下構築物が浮
上するのを防止することができる。As described above, according to the present invention, a drain tank provided with a groundwater introduction pipe at the bottom is fitted to the floor panel body, and the lower part of the drain tank is projected from the lower surface of the floor panel body. Then, the floor panel is laid on the base concrete basin for laying the floor panel, and the main pipe for groundwater introduction is provided at the bottom of the floor panel body. Groundwater leached during construction can be collected and drained into a drainage tank via a groundwater introduction pipe, and groundwater leached after construction of an underground structure must be collected and discharged into a drainage tank via a groundwater introduction main pipe. And the underground structure can be prevented from rising due to the buoyancy of the groundwater.
【図1】本発明の地下構築物用床パネルの要部拡大縦断
面図である。FIG. 1 is an enlarged vertical sectional view of a main part of a floor panel for an underground building according to the present invention.
【図2】本発明の地下構築物用床パネルを使用して構築
せる地下構築物の略縦断面図である。FIG. 2 is a schematic vertical sectional view of an underground building constructed using the floor panel for underground construction of the present invention.
【図3】本発明の地下構築物用床パネルの一使用状態を
示す要部拡大縦断面図である。FIG. 3 is an enlarged longitudinal sectional view of a main part showing one usage state of the floor panel for an underground building of the present invention.
【図4】本発明の地下構築物用床パネルの異なった使用
状態を示す要部拡大縦断面図である。FIG. 4 is an enlarged longitudinal sectional view of a main part showing a different use state of the floor panel for an underground building of the present invention.
【図5】本発明の地下構築物用床パネルの更に異なった
使用状態を示す要部拡大縦断面ずである。FIG. 5 is an enlarged vertical sectional view of a main part showing still another use state of the floor panel for an underground structure of the present invention.
【図6】従来の地下構築物を示す略縦断面図である。FIG. 6 is a schematic vertical sectional view showing a conventional underground structure.
1 地下水導入管 2 排水槽 5 床パネル本体 7 ベースコンクリート 8 釜場 9 地下水導入主管 DESCRIPTION OF SYMBOLS 1 Groundwater introduction pipe 2 Drain tank 5 Floor panel body 7 Base concrete 8 Kamaba 9 Groundwater introduction main pipe
Claims (1)
床パネル本体に嵌装せしめると共に、該排水槽の下部を
床パネル本体下面より突出させて、床パネル敷設用のベ
ースコンクリートの釜場に嵌装するようにせしめ、更
に、床パネル本体の底部に地下水導入主管を具設せしめ
て成ることを特徴とする地下構築物用床パネル。1. A base concrete pot for laying a floor panel, wherein a drainage tank provided with a groundwater introduction pipe at the bottom is fitted to the floor panel main body, and a lower part of the drainage tank is projected from a lower surface of the floor panel main body. A floor panel for an underground building, characterized in that it is fitted in a place, and furthermore, a groundwater introduction main pipe is provided at the bottom of the floor panel body.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP4361781A JP2896620B2 (en) | 1992-12-17 | 1992-12-17 | Floor panel for underground structures |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP4361781A JP2896620B2 (en) | 1992-12-17 | 1992-12-17 | Floor panel for underground structures |
Publications (2)
Publication Number | Publication Date |
---|---|
JPH06185080A JPH06185080A (en) | 1994-07-05 |
JP2896620B2 true JP2896620B2 (en) | 1999-05-31 |
Family
ID=18474841
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP4361781A Expired - Fee Related JP2896620B2 (en) | 1992-12-17 | 1992-12-17 | Floor panel for underground structures |
Country Status (1)
Country | Link |
---|---|
JP (1) | JP2896620B2 (en) |
Families Citing this family (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP6763678B2 (en) * | 2015-03-27 | 2020-09-30 | ユーロフィン日本環境株式会社 | Soil sampling method and groundwater outlet pipe |
CN105625481B (en) * | 2016-03-21 | 2018-11-27 | 上海长凯岩土工程有限公司 | A kind of underground engineering sluicing hole construction method |
CN105735331B (en) * | 2016-03-21 | 2018-02-23 | 上海长凯岩土工程有限公司 | A kind of underground engineering construction method for grouting reinforcement |
-
1992
- 1992-12-17 JP JP4361781A patent/JP2896620B2/en not_active Expired - Fee Related
Also Published As
Publication number | Publication date |
---|---|
JPH06185080A (en) | 1994-07-05 |
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