JP2000064644A - Water stop and drain structure of prestressed concrete step floor - Google Patents
Water stop and drain structure of prestressed concrete step floorInfo
- Publication number
- JP2000064644A JP2000064644A JP10238972A JP23897298A JP2000064644A JP 2000064644 A JP2000064644 A JP 2000064644A JP 10238972 A JP10238972 A JP 10238972A JP 23897298 A JP23897298 A JP 23897298A JP 2000064644 A JP2000064644 A JP 2000064644A
- Authority
- JP
- Japan
- Prior art keywords
- joint
- floor
- prestressed concrete
- concrete step
- receiving beam
- 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
Abstract
Description
【発明の詳細な説明】
【0001】
【発明の属する技術分野】本発明は競技場等の観覧席を
構成するPC段床(プレキャストコンクリート段床)の
止水・排水構造に関する。
【0002】
【従来の技術】図2(a)〜(c)に示すように、競技
場等の観覧席を構成する従来のPC段床21としては、
前方水平部21aと後方垂直部21bとによってL型状
に形成された態様のものが知られている。
【0003】また、PC段床21のスパン方向における
目地に採用されている止水・排水構造としては、その目
地にシール部材23を設けることによって止水を図ると
共に、PC段床21が載置される受梁22の段床受け用
フカシ部分22aに沿って水平方向及び鉛直方向に連続
する排水溝22a’を一体的に設けることによって目地
において漏洩した雨水等の漏水を最下部に排水するよう
にした態様のものが主流である。
【0004】
【発明が解決しようとする課題】しかしながら、上述し
た従来のPC段床21の止水・排水構造にあっては、多
段状に構築された高所の目地から漏洩した雨水等の漏水
が最下方の段床まで案内された後に排水されてしまうた
め、多段状に構築された途中の段床において漏洩してい
る場合は実際に漏洩している部分を特定することは極め
て困難である。
【0005】また、上記PC段床21は、排水溝22
a’が受梁22の段床受け用フカシ部分22aに一体形
成されるものであるため、その製造においても面倒であ
るといった欠点があるほか、S造において排水溝22
a’を一体形成することは製作的、重量的、コスト的に
も不利となる。
【0006】本発明は上述の従来の技術の欠点に着目
し、これを解決せんとしたものであり、その目的は、排
水溝を受梁の製造時に一体形成するといった従来の面倒
を強いられることなく、目地に設けたシール部材によっ
て目地における止水を図ることができると共に、例え目
地において雨水等が漏洩したとしても、実際に漏洩して
いる目地部分を簡易に特定することができ、迅速な修復
を可能にするPC段床の止水・排水構造を提供すること
にある。
【0007】
【課題を解決するための手段】本発明は上記の目的に鑑
みてなされたものであり、その要旨とするところは、P
C段床のスパン方向における目地に沿ってシール部材を
設けると共に、目地からの漏水を排水するための排水口
が備えられた樋部材を各段床毎に目地の下方に設けたこ
とを特徴とするPC段床の止水・排水構造にある。
【0008】この態様によれば、排水溝を受梁の製造時
に一体形成するといった従来の面倒を強いられることな
く、目地に設けたシール部材によって目地における止水
を図ることができると共に、例え目地において雨水等が
漏洩したとしても、実際に漏洩している目地部分を簡易
に特定することができ、迅速な修復を可能にする。
【0009】
【発明の実施の形態】本発明のPC段床の止水・排水構
造において、PC段床のスパン方向における目地とは、
所定の間隔毎に設けられる受梁にPC段床が載架される
ことにより、延設方向において隣接する各PC段床の間
隙をいう。
【0010】また、本発明においては、不成形シーリン
グ材や、成型ガスケットや、硬質ゴム等をシール材とし
て掲げることができ、ステンレスプレートや、防錆処理
鉄板や、塩ビ製等を樋部材の材質として掲げることがで
きる。
【0011】尚、樋部材の形状は、目地において漏洩し
た雨水等の漏水を円滑に排水し得るものであればよく、
特に限定されるものではない。
【0012】
【実施例】以下、本発明の実施例を添付図面に基づいて
説明するが、本発明はこれに限定されるものではない。
ここで、図1は本発明の一実施例であって、(a)は概
略斜視図、(b)は概略側面図、(c)は概略正面図で
ある。
【0013】図1に示すPC段床の止水・排水構造は、
前方水平部11a及び後方鉛直部11bを備えるL型状
PC段床11を受梁12に取り付ける態様において、P
C段床11のスパン方向における目地に沿ってシール部
材13を設けると共に、目地から漏洩する雨水等の漏水
を排水するための排水用水抜きパイプ15a(排水口)
が備えられた矩形状の樋部材15を各段床11毎に目地
の下方に設けたものである。
【0014】図1において、樋部材15は、受梁12の
段床受け用フカシ部分12a上にその一端が載置され、
上記排水用水抜きパイプ15aを備えた他端が下段のP
C段床11の後方鉛直部11b上に載置されている。
【0015】上記樋部材15の各端両側には、PC段床
11の荷重を実質的に受けるためのレベル調整材(ゴム
パッキン等)16が配置されている(図1(c))。
【0016】また、樋部材15の堰上端辺部分の全体に
はガスケット15bを設けており、樋部材15と段床1
1との間隙を密着させ、無用な漏洩の軽減を図ってい
る。
【0017】PC段床11の後方鉛直部11bの目地に
は、ガスケット14が更に配置されており、その後方鉛
直部11bにおいて漏洩する雨水等の漏水を樋部材15
に案内するように配慮されている。
【0018】尚、図1(b)中において参照番号17に
て示す部分は、各段段床受け用フカシ不要の空間であ
る。
【0019】上述したPC段床の止水・排水構造によれ
ば、目地に設けたシール材によって止水が図られ、例え
シール材が破損して目地において雨水等が漏洩したとし
ても、段床毎に設けられた樋部材を介してその排水口か
ら漏水が排水されるので、実際に漏洩している目地部分
の特定が容易になる。
【0020】
【発明の効果】本発明のPC段床の止水・排水構造は、
PC段床のスパン方向における目地に沿ってシール部材
を設けると共に、目地からの漏水を排水するための排水
口が備えられた樋部材を各段床毎に目地の下方に設ける
態様としたことにより、排水溝を受梁の製造時に一体形
成するといった従来の面倒を強いられることなく、目地
に設けたシール部材によって目地における止水を図るこ
とができると共に、例え目地において雨水等が漏洩した
としても、実際に漏洩している目地部分を簡易に特定す
ることができ、迅速な修復を可能にするといった効果を
奏する。Description: BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a water stopping / draining structure for a PC floor (precast concrete floor) constituting a seat for a stadium or the like. 2. Description of the Related Art As shown in FIGS. 2 (a) to 2 (c), a conventional PC floor 21 constituting a seat for a stadium or the like includes:
There is known an L-shaped front horizontal portion 21a and rear vertical portion 21b. [0003] Further, as a water stoppage / drainage structure employed at the joint in the span direction of the PC step floor 21, a seal member 23 is provided at the joint to achieve water stop and the PC step floor 21 is placed. By integrally providing horizontal and vertical continuous drainage grooves 22a 'along the stepped floor receiving shank portions 22a of the receiving beam 22 to leak water such as rainwater leaking at joints to the bottom. The mainstream is the one described above. [0004] However, in the above-mentioned conventional waterproof / drainage structure of the PC floor 21, the leakage of rainwater or the like leaked from a joint at a high place constructed in a multi-stage manner. Is leaked after being guided to the lowest floor, it is extremely difficult to identify the part that is actually leaking if it is leaking in the middle of the multi-staged floor. . The PC floor 21 is provided with a drain 22
Since a ′ is integrally formed with the shank portion 22a for receiving the stepped floor of the receiving beam 22, there is a drawback that the manufacturing is troublesome.
Forming a ′ integrally is disadvantageous in terms of manufacturing, weight and cost. SUMMARY OF THE INVENTION The present invention focuses on the above-mentioned drawbacks of the prior art and solves the problem. The purpose of the present invention is to complicate the conventional trouble of integrally forming a drainage ditch at the time of manufacturing a receiving beam. In addition, the seal member provided at the joint can stop the water at the joint, and even if rainwater or the like leaks at the joint, the joint part that is actually leaking can be easily specified, and the rapid An object of the present invention is to provide a water stoppage / drainage structure of a PC floor that enables restoration. SUMMARY OF THE INVENTION The present invention has been made in view of the above-mentioned object.
A seal member is provided along a joint in the span direction of the step floor, and a gutter member provided with a drain port for draining water leaking from the joint is provided below the joint for each step floor. It is in the water stoppage and drainage structure of the PC floor. According to this aspect, the sealing member provided at the joint can prevent water from stopping at the joint, without the conventional trouble that the drainage groove is integrally formed at the time of manufacturing the receiving beam. In this case, even if rainwater or the like leaks, the joint that has actually leaked can be easily specified, and quick restoration can be performed. DESCRIPTION OF THE PREFERRED EMBODIMENTS In the water stopping / draining structure of a PC floor according to the present invention, the joint in the span direction of the PC floor is:
A gap between adjacent PC steps in the extending direction when the PC steps are mounted on receiving beams provided at predetermined intervals. In the present invention, a non-molded sealing material, a molded gasket, a hard rubber, or the like can be used as a sealing material, and a stainless steel plate, a rust-proof iron plate, PVC, or the like is used as a material of the gutter member. Can be listed as The shape of the gutter member may be any shape as long as it can smoothly drain water such as rainwater leaking at the joint.
There is no particular limitation. Embodiments of the present invention will be described below with reference to the accompanying drawings, but the present invention is not limited to these embodiments.
Here, FIG. 1 shows one embodiment of the present invention, in which (a) is a schematic perspective view, (b) is a schematic side view, and (c) is a schematic front view. The water stopping and draining structure of the PC floor shown in FIG.
In a mode in which the L-shaped PC floor 11 having the front horizontal portion 11a and the rear vertical portion 11b is attached to the receiving beam 12, P
A drainage drainage pipe 15a (drain outlet) for providing a seal member 13 along the joint in the span direction of the C-floor 11 and draining leakage water such as rainwater leaking from the joint.
Are provided below the joint for each step floor 11. In FIG. 1, one end of a gutter member 15 is placed on a stepped floor receiving portion 12a of a receiving beam 12.
The other end provided with the drainage drainage pipe 15a has a lower P
It is mounted on the rear vertical portion 11b of the C-stage 11. On both sides of each end of the gutter member 15, level adjusting members (rubber packing or the like) 16 for substantially receiving the load of the PC floor 11 are arranged (FIG. 1 (c)). Further, a gasket 15b is provided on the entire upper end side of the weir of the gutter member 15, and the gutter member 15 and the step floor 1 are provided.
The gap with 1 is brought into close contact to reduce unnecessary leakage. A gasket 14 is further disposed at the joint of the rear vertical portion 11b of the PC floor 11. The leakage of rainwater or the like leaking at the rear vertical portion 11b is performed by a gutter member 15.
It is considered to guide to. The portion indicated by reference numeral 17 in FIG. 1 (b) is a space that does not require a flotation for receiving each stepped floor. According to the water stopping / draining structure of the PC floor described above, the water is stopped by the sealing material provided at the joint, and even if the sealing material is damaged and rainwater or the like leaks at the joint, the floor of the floor is prevented. Since the leaked water is drained from the drain port through the gutter member provided for each, it is easy to specify the joint part that is actually leaking. The water stoppage / drainage structure of the PC floor of the present invention is as follows.
A seal member is provided along the joint in the span direction of the PC floor, and a gutter member provided with a drain port for draining water leakage from the joint is provided below the joint for each floor. The seal member provided at the joint can prevent water from stopping at the joint without complicating the conventional trouble of integrally forming the drainage groove at the time of manufacturing the receiving beam, and even if rainwater leaks at the joint Thus, it is possible to easily specify the joint part that has actually leaked, and it is possible to perform quick restoration.
【図面の簡単な説明】
【図1】図1は本発明の一実施例であって、(a)は概
略斜視図、(b)は概略側面図、(c)は正面方向から
みた概略断面図である。
【図2】図2は従来の技術であって、(a)は概略斜視
図、(b)は概略側面図、(c)は正面方向からみた概
略断面図である。
【符号の説明】
11,21 PC段床
12,22 受梁
12a,22a 段床受け用フカシ部分
22a’ 排水溝
13,23 シール部材
14 ガスケット
15 樋部材
15a 排水用水抜きパイプ(排水口)
15b ガスケット
16 レベル調整材(ゴムパッキン等)
17 空間BRIEF DESCRIPTION OF THE DRAWINGS FIG. 1 is an embodiment of the present invention, in which (a) is a schematic perspective view, (b) is a schematic side view, and (c) is a schematic cross section viewed from the front. FIG. 2 (a) is a schematic perspective view, FIG. 2 (b) is a schematic side view, and FIG. 2 (c) is a schematic sectional view viewed from the front. [Description of Signs] 11, 21 PC bunk floors 12, 22 Receiving beams 12a, 22a Shaft portion 22a 'for bunk floor receiving Drain grooves 13, 23 Seal member 14 Gasket 15 Gutter member 15a Drainage drainage pipe (drain port) 15b Gasket 16 Level adjustment material (rubber packing, etc.) 17 Space
Claims (1)
ってシール部材を設けると共に、目地から漏洩する雨水
等の漏水を排水するための排水口が備えられた樋部材を
各段床毎に目地の下方に設けたことを特徴とするPC段
床の止水・排水構造。Claims: 1. A gutter member provided with a seal member along a joint in a span direction of a PC floor and a drain port for draining rainwater or the like leaking from the joint. A water stop / drain structure for PC floors, which is provided below the joint for each floor.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP23897298A JP3888778B2 (en) | 1998-08-25 | 1998-08-25 | Water stoppage and drainage structure of PC step floor |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP23897298A JP3888778B2 (en) | 1998-08-25 | 1998-08-25 | Water stoppage and drainage structure of PC step floor |
Publications (2)
Publication Number | Publication Date |
---|---|
JP2000064644A true JP2000064644A (en) | 2000-02-29 |
JP3888778B2 JP3888778B2 (en) | 2007-03-07 |
Family
ID=17038041
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP23897298A Expired - Fee Related JP3888778B2 (en) | 1998-08-25 | 1998-08-25 | Water stoppage and drainage structure of PC step floor |
Country Status (1)
Country | Link |
---|---|
JP (1) | JP3888778B2 (en) |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN111395670A (en) * | 2020-03-27 | 2020-07-10 | 深圳市方佳建筑设计有限公司 | Underground evacuation stair structure |
Families Citing this family (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN104295001B (en) * | 2014-08-25 | 2016-04-27 | 浙江省一建建设集团有限公司 | The construction technology of variable cross-section prestressing force cant beam |
-
1998
- 1998-08-25 JP JP23897298A patent/JP3888778B2/en not_active Expired - Fee Related
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN111395670A (en) * | 2020-03-27 | 2020-07-10 | 深圳市方佳建筑设计有限公司 | Underground evacuation stair structure |
Also Published As
Publication number | Publication date |
---|---|
JP3888778B2 (en) | 2007-03-07 |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
EP1287213B9 (en) | A drain and a building structure having a drain | |
KR20100038949A (en) | Drainage trench unit and method of setting up the same | |
JP2000064644A (en) | Water stop and drain structure of prestressed concrete step floor | |
KR100623240B1 (en) | Manhole integrated with drainage | |
JP2007016456A (en) | Floor support type waterproof door structure | |
JP5014202B2 (en) | Temporary deadline box and installation method | |
KR100394435B1 (en) | Structure for Installing Large Water | |
WO1992022714A1 (en) | Floor drain with fitting assembly and installation method for floor drain | |
EP2781665B1 (en) | Drainage assembly, coupling part, end part, kit and method for the placement thereof | |
KR100663883B1 (en) | Structure for joint of frame corner of rubber beam | |
FR2467265A1 (en) | Non leak bathroom plumbing installation - has all pipe work housed in sealed waterproof trunk | |
KR20230168239A (en) | Drains with improved waterproof junction | |
KR101371151B1 (en) | Valve Room | |
KR200349418Y1 (en) | Drain manhole structure for emergency works | |
JP4260644B2 (en) | Water stop structure at the joint of extruded cement board | |
HU216823B (en) | Cover for manhole | |
JP5330755B2 (en) | Drainage structure | |
JP4391951B2 (en) | Waterproof structure | |
KR200261898Y1 (en) | Assembly drain water box using a connecting member | |
JP3995638B2 (en) | unit bus | |
JPH0860640A (en) | Water gate fitted on wall face | |
KR930004841Y1 (en) | Assembling frame constructions | |
KR200399175Y1 (en) | Precast concrete manhole | |
KR20220131059A (en) | Double drainage system | |
KR200381471Y1 (en) | A waterway duct unit |
Legal Events
Date | Code | Title | Description |
---|---|---|---|
A621 | Written request for application examination |
Free format text: JAPANESE INTERMEDIATE CODE: A621 Effective date: 20050519 |
|
A977 | Report on retrieval |
Free format text: JAPANESE INTERMEDIATE CODE: A971007 Effective date: 20061109 |
|
TRDD | Decision of grant or rejection written | ||
A01 | Written decision to grant a patent or to grant a registration (utility model) |
Free format text: JAPANESE INTERMEDIATE CODE: A01 Effective date: 20061114 |
|
A61 | First payment of annual fees (during grant procedure) |
Free format text: JAPANESE INTERMEDIATE CODE: A61 Effective date: 20061128 |
|
R150 | Certificate of patent or registration of utility model |
Free format text: JAPANESE INTERMEDIATE CODE: R150 |
|
FPAY | Renewal fee payment (event date is renewal date of database) |
Free format text: PAYMENT UNTIL: 20121208 Year of fee payment: 6 |
|
LAPS | Cancellation because of no payment of annual fees | ||
S531 | Written request for registration of change of domicile |
Free format text: JAPANESE INTERMEDIATE CODE: R313531 |
|
S533 | Written request for registration of change of name |
Free format text: JAPANESE INTERMEDIATE CODE: R313533 |
|
R350 | Written notification of registration of transfer |
Free format text: JAPANESE INTERMEDIATE CODE: R350 |