JPH01290827A - Spring water discharge method for building and cement press panel for spring water discharge - Google Patents
Spring water discharge method for building and cement press panel for spring water dischargeInfo
- Publication number
- JPH01290827A JPH01290827A JP12049888A JP12049888A JPH01290827A JP H01290827 A JPH01290827 A JP H01290827A JP 12049888 A JP12049888 A JP 12049888A JP 12049888 A JP12049888 A JP 12049888A JP H01290827 A JPH01290827 A JP H01290827A
- Authority
- JP
- Japan
- Prior art keywords
- spring water
- chamfers
- vertical
- panel
- horizontal main
- 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.)
- Pending
Links
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 title claims abstract description 47
- 239000004568 cement Substances 0.000 title claims abstract description 19
- 238000000034 method Methods 0.000 title claims description 14
- 239000004567 concrete Substances 0.000 claims abstract description 17
- 239000003818 cinder Substances 0.000 claims abstract description 9
- ONQAJVWRFPPADI-BTJKTKAUSA-N (z)-but-2-enedioic acid;2-[[2-(thiophen-2-ylmethyl)phenoxy]methyl]morpholine Chemical compound OC(=O)\C=C/C(O)=O.C1NCCOC1COC1=CC=CC=C1CC1=CC=CS1 ONQAJVWRFPPADI-BTJKTKAUSA-N 0.000 abstract 1
- 238000010276 construction Methods 0.000 description 14
- 238000000465 moulding Methods 0.000 description 5
- 239000003673 groundwater Substances 0.000 description 4
- XEEYBQQBJWHFJM-UHFFFAOYSA-N Iron Chemical compound [Fe] XEEYBQQBJWHFJM-UHFFFAOYSA-N 0.000 description 2
- 239000004698 Polyethylene Substances 0.000 description 2
- 239000000835 fiber Substances 0.000 description 2
- 239000004570 mortar (masonry) Substances 0.000 description 2
- -1 polyethylene Polymers 0.000 description 2
- 229920000573 polyethylene Polymers 0.000 description 2
- 239000012783 reinforcing fiber Substances 0.000 description 2
- OKTJSMMVPCPJKN-UHFFFAOYSA-N Carbon Chemical compound [C] OKTJSMMVPCPJKN-UHFFFAOYSA-N 0.000 description 1
- 229920003043 Cellulose fiber Polymers 0.000 description 1
- 229910000831 Steel Inorganic materials 0.000 description 1
- 229920002978 Vinylon Polymers 0.000 description 1
- 239000003513 alkali Substances 0.000 description 1
- 229910052799 carbon Inorganic materials 0.000 description 1
- 239000003795 chemical substances by application Substances 0.000 description 1
- 239000002131 composite material Substances 0.000 description 1
- 230000007797 corrosion Effects 0.000 description 1
- 238000005260 corrosion Methods 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 239000012530 fluid Substances 0.000 description 1
- 239000011521 glass Substances 0.000 description 1
- 229910052742 iron Inorganic materials 0.000 description 1
- 239000000463 material Substances 0.000 description 1
- 230000002035 prolonged effect Effects 0.000 description 1
- 239000011150 reinforced concrete Substances 0.000 description 1
- 230000003014 reinforcing effect Effects 0.000 description 1
- 239000012779 reinforcing material Substances 0.000 description 1
- 229910001220 stainless steel Inorganic materials 0.000 description 1
- 239000010935 stainless steel Substances 0.000 description 1
- 239000010959 steel Substances 0.000 description 1
- 238000004065 wastewater treatment Methods 0.000 description 1
- 238000004078 waterproofing Methods 0.000 description 1
Landscapes
- Underground Structures, Protecting, Testing And Restoring Foundations (AREA)
- Floor Finish (AREA)
Abstract
Description
【発明の詳細な説明】
(産業上の利用分野)
本発明はビル等の建造物における地下階の如く、地下水
の湧出する床面の湧水処理工法、及び同工法に使用され
る湧水処理用セメントプレスパネルに係るものである。Detailed Description of the Invention (Field of Industrial Application) The present invention relates to a spring water treatment method for a floor surface where groundwater gushes out, such as a basement floor of a building or other structure, and a spring water treatment method used in the method. This relates to cement press panels for industrial use.
(従来の技術)
従来、地下水の湧出を生起する建造物の地下階の床面に
は、ポリエチレンシートを敷設したりv字溝等を設けて
湧水処理を行っていた。(Prior Art) Conventionally, spring water has been treated by laying a polyethylene sheet or providing a V-shaped groove on the floor of the basement floor of a building where groundwater gushes out.
(発明が解決しようとする課題)
前記従来の工法は水中工事と変らず、このため工事が長
期化し、工費が嵩む等の問題点があった。(Problems to be Solved by the Invention) The conventional construction method described above is no different from underwater construction, and therefore has problems such as a prolonged construction period and increased construction costs.
本発明はこのような従来技術の有する問題点に鑑みて提
案されたもので、その目的とする処は、施工が筒車で確
実に湧水処理ができる建造物における湧水処理工法、及
び湧水処理用コンクリートパネルを提供する点にある。The present invention was proposed in view of the problems of the prior art, and its purpose is to provide a method for treating spring water in buildings that can reliably treat spring water using hour wheels, and a method for treating spring water in buildings. The company provides concrete panels for water treatment.
(課題を解決するための手段)
前記の目的を達成するため、本発明に係る建造物の湧水
処理工法は、特殊セメントプレス方形水平生板の4隅に
垂直面取部を欠截するとともに、外側面が同面取部と同
一面上に位置する垂直面に形成された脚片を垂設してな
る湧水処理用パネルを建造物の床面に敷き並べ、次いで
前記各パネルの水平主板上、及び一点に会する同各パネ
ルの各垂直面取部及び脚片の外側垂直面間に形成された
口高とに亘ってシングーコンクリートを打設するように
構成されている。(Means for Solving the Problems) In order to achieve the above object, the spring water treatment method for buildings according to the present invention includes cutting out vertical chamfers at the four corners of a special cement press rectangular horizontal raw board, and , spring water treatment panels with vertical leg pieces formed on vertical surfaces whose outer surfaces are located on the same plane as the chamfered portions are laid out on the floor of the building, and then each of the panels is horizontally The structure is such that single concrete is cast over the main plate, the vertical chamfers of the panels that meet at one point, and the mouth height formed between the outer vertical surfaces of the leg pieces.
また本発明に係る湧水処理用特殊セメントプレス板は、
プレス成形による水平主板の4隅に垂直面取部を欠截す
るとともに、外側面が同面取部と同一面上に位置する垂
直面に形成された脚片を垂設して構成されている。In addition, the special cement press plate for spring water treatment according to the present invention is
It is constructed by cutting out vertical chamfers at the four corners of the horizontal main plate formed by press molding, and hanging leg pieces formed on vertical surfaces whose outer surfaces are located on the same plane as the chamfers. .
(作用)
本発明に係る湧水処理工法によれば前記したように、方
形水平主板の4隅より脚片を垂設して構成された脚付き
パネルを建造物における地下水が湧出する床面に敷き並
べ、同床面と前記パネルとの間に湧水の流れる空間を作
り、同湧水を所定の排水処理部にまで導くようにするも
のである。(Function) According to the spring water treatment method according to the present invention, as described above, a panel with legs, which is constructed by hanging leg pieces from the four corners of a rectangular horizontal main plate, is installed on the floor surface of a building where groundwater gushes out. The panels are laid out side by side to create a space between the floor surface and the panel for spring water to flow, and to guide the spring water to a predetermined wastewater treatment section.
また前記パネルの水平主板の4隅には垂直面取部が欠截
されるとともに、同主板の4隅より垂設された脚片の外
側面を前記面取部と同一面上に位置する垂直面に形成し
、前記床上において一点に会する湧水処理用パネルの各
水平主板の面取部及び脚片間に垂直の口高を形成し、同
凹窩及び前記水平主板上に亘って直接シングーコンクリ
ートを打設し、前記床面に二重床を形成して効果的に湧
水処理を行なうものである。In addition, vertical chamfers are cut out at the four corners of the horizontal main plate of the panel, and the outer surfaces of the leg pieces hanging from the four corners of the main plate are cut out from the vertical chamfers located on the same plane as the chamfers. A vertical opening is formed between the chamfered portions and leg pieces of each horizontal main plate of the spring water treatment panel that meet at one point on the floor, and a vertical mouth height is formed between the chamfered part and the leg piece, and a vertical opening is formed directly over the concave hole and the horizontal main plate. This method involves pouring concrete and forming a double floor on the floor surface to effectively treat spring water.
本発明に係る湧水処理用特殊セメントプレス機械ルは水
平主板の4隅に面取部を形成するとともに、同主板の4
隅より垂設された脚片の外側垂直面を前記面取部と同一
面上に位置せしめることによって、前述のように建造物
の床面に湧水処理用の二重床をドライエ法で施工しうる
ちのであり、また前記パネルが鉄筋コンクリートより構
成されたことによって、前記二重床施工時におけるトラ
ック、コンクリートミキサー車の移動荷重を支持しうる
ちのである。The special cement press machine for spring water treatment according to the present invention has chamfers formed at the four corners of the horizontal main plate, and four corners of the horizontal main plate.
By positioning the outer vertical surface of the leg piece hanging from the corner on the same plane as the chamfered part, a double floor for spring water treatment is constructed on the floor of the building using the dryer method as described above. Moreover, since the panels are made of reinforced concrete, they can support the moving loads of trucks and concrete mixer trucks during the construction of the double floor.
(実施例) 以下本発明を図示の実施例について説明する。(Example) The present invention will be described below with reference to the illustrated embodiments.
(^)は湧水処理用特殊セメントプレスパネルで、方形
水平主板(1)の4隅に面取部(1a)が設けられると
ともに、同主板(])の4隅より外側面(2a)が前記
面取部(1a)と同一垂直面上に位置する脚片(2)が
垂設されている。(^) is a special cement press panel for spring water treatment, with chamfered parts (1a) provided at the four corners of the rectangular horizontal main plate (1), and the outer surface (2a) from the four corners of the main plate (]). A leg piece (2) located on the same vertical plane as the chamfered portion (1a) is vertically provided.
特殊セメントプレス板とは、通常50〜LOOOton
のセメントプレス機械を用いて高速成形するものでプレ
ス成形時間は10〜30秒/枚の速度で行なうことがで
きる。またパネル厚はセメントの複合流動体の量を変化
させることによって調整ができる。Special cement press board is usually 50~LOOOton
The molding is performed at high speed using a cement press machine, and the press molding time can be 10 to 30 seconds/piece. Panel thickness can also be adjusted by varying the amount of composite fluid in the cement.
通常の流し込み成形ではパネル強度が低いことがら材厚
が大きくなり、施工時の製品寸法が限定されてしまう。In normal pour molding, the panel strength is low, resulting in a large material thickness, which limits the product dimensions during construction.
プレス成形は通常15〜30M程度で寸法も450〜6
00角が施工時の作業効率が良い。骨材は5Mアンダー
のものを用いた方が緻密なものを得やすい。更に補強材
としては各種のセメント系補強繊維(ビニロン、耐アル
カリガラス、カーボン、ポリエチレンステイールファイ
バー、ステンレスファイバー、セルロース系の繊維等)
が用いられる。Press molding is usually about 15-30M and the dimensions are 450-6
00 angle has good work efficiency during construction. It is easier to obtain dense aggregates by using 5M or less aggregate. Furthermore, various cement-based reinforcing fibers (vinylon, alkali-resistant glass, carbon, polyethylene steel fiber, stainless steel fiber, cellulose fiber, etc.) can be used as reinforcing materials.
is used.
更に3±1.5mmの補強線材、0.3〜0.6順の鉄
板に多くの突起を設け、これをモルタルもしくは補強繊
維入りモルタルと一体化させることによって20〜30
Mの薄肉で耐荷重の数トンのものが容易に量産できる。Furthermore, by providing many protrusions on a 3±1.5 mm reinforcing wire rod and a 0.3 to 0.6 iron plate, and integrating these with mortar or mortar containing reinforcing fibers, a 20 to 30
It is easy to mass-produce M thin-walled products with a load capacity of several tons.
而して前記パネル(A)をビル等の建造物における地下
水の湧出が生じる地下階の床(B)上に縦横に敷き並べ
、前記各パネル(A)の水平主板(1)上、及び一点に
会する各パネル(A)における水平主板(1)の面取部
(1a)及び脚片(2)における垂直の外側面(2a)
の間に形成された垂直の空窩(3)に亘って前記各パネ
ル(A)の上部より直接シングーコンクリート(C)を
打設して、前記床(B)上に同座(B)と−体的に結合
され、且つ湧水と縁切りされた二重床を施工する。Then, the panels (A) are laid out horizontally and vertically on the floor (B) of the basement floor where groundwater gushes out in a structure such as a building, and on the horizontal main plate (1) of each panel (A) and at one point. The chamfer (1a) of the horizontal main plate (1) and the vertical outer surface (2a) of the leg piece (2) in each panel (A) that meets the
Thing concrete (C) is poured directly from the top of each panel (A) across the vertical cavity (3) formed between the panels (B) and the same floor (B) on the floor (B). - Construct a double floor that is physically connected and separated from the spring water.
図示の実施例は前記したように構成されているので、前
記各パネルの水平主板(+)と地下階の床(B)との間
に湧水案内空間が形成され、同空間を介して湧水が一定
の集水ピットに誘導されて水処理が施されるものである
。Since the illustrated embodiment is configured as described above, a spring water guide space is formed between the horizontal main plate (+) of each panel and the basement floor (B), and water flows through the space. Water is guided to a certain water collection pit and treated.
なお本発明は地下階等の湧水処理のみならず、地下階の
駐車場のパネルにも通用され、走行標識等を附設すれば
更に高い場所にも利用できる。また大量の水を使用する
洗車場にも適用され、足許が水浸しになることなく洗車
でき、更にまた工事現場の仮設用のパネルに適用すると
、新築の床を毀損することがない。The present invention can be applied not only to spring water treatment in underground floors, etc., but also to panels in parking lots on underground floors, and can also be used in higher places by attaching running signs and the like. It can also be applied to car washes that use a large amount of water, allowing you to wash your car without flooding your feet with water.Furthermore, when applied to temporary panels at construction sites, it will not damage newly built floors.
(発明の効果)
本発明においては前記したように、特殊セメントプレス
方形水平主板の4隅に垂直面取部を欠截するとともに、
外側面が同面取部と同一面上に位置する垂直面に形成さ
れた脚片を垂設して、構成された湧水処理用パネルを使
用し、従来のように地下水が湧出する建造物の床面に防
水処理を施すことなく同床面に前記パネルを敷き並べ、
同パネル上より直接水平主板及び一点に会する同各パネ
ルの面取部及び脚片の外側垂直面との間に形成された口
高に亘ってシンダーコンクリートを打設し、前記床面と
の間に湧水誘導空間を形成し、湧水を所定の集水部に誘
導して水処理を行なうようにしたものであり、このよう
に本発明によれば湧水を縁切りしてドライエ法でシンダ
ーコンクリートを打設できることによって工期を短縮し
、工費を節減しうるものである。(Effect of the invention) As described above, in the present invention, vertical chamfers are cut out at the four corners of the special cement press rectangular horizontal main plate, and
A building in which underground water gushes out in the same way as in the past, using a spring water treatment panel constructed by hanging leg pieces formed on a vertical surface whose outer surface is on the same plane as the chamfered part. The above-mentioned panels are laid out on the same floor surface without applying waterproofing treatment,
Cinder concrete is poured directly from above the horizontal main plate, the chamfered portions of each panel that meet at one point, and the height of the opening formed between the outer vertical surface of the leg piece, and the cinder concrete is poured directly onto the horizontal main plate and across the height of the opening formed between the outer vertical surface of the leg piece. A spring water guiding space is formed in between, and the spring water is guided to a predetermined water collection area for water treatment.According to the present invention, the spring water is cut off and treated using the dryer method. By being able to cast cinder concrete, construction time can be shortened and construction costs can be reduced.
請求項2の発明は、方形水平主板の4隅に垂直面取部を
欠截するとともに、外側面が同面取部と同一面に位置す
る脚片を垂設して湧水処理用パネルを構成したことによ
って、前記したようにドライエ法で二重床のシンダーコ
ンクリートが打設できるものであり、本発明のパネルは
特殊セメントプレス板より構成されたことによって、前
記シングーコンクリート打設時においてパネル上にトラ
ック、コンクリートミキサー車等を乗り入れてパネル上
から直接シングーコンクリートを打設することができる
ので、工期を短縮しうるものであり、また発錆、腐蝕等
を案しることなく施工できる。The invention of claim 2 provides a spring water treatment panel by cutting out vertical chamfers at the four corners of the rectangular horizontal main plate, and by vertically disposing leg pieces whose outer surfaces are located on the same plane as the chamfers. As a result of this construction, double-bed cinder concrete can be cast using the dryer method as described above, and since the panel of the present invention is constructed from a special cement press board, it is possible to cast cinder concrete in a double bed using the dryer method as described above. Since it is possible to drive a truck, concrete mixer truck, etc. onto the panel and pour concrete directly onto the panel, the construction period can be shortened, and the construction can be carried out without worrying about rusting, corrosion, etc.
更にまた前記パネルは壁際や柱回りに配設する際、容易
に切断加工して所期の目的を達成することができ、また
重量も軽く、現場への搬入、施工が容易に行なわれる。Furthermore, when the panels are installed near a wall or around a pillar, they can be easily cut to achieve the desired purpose, and are light in weight, making them easy to carry to the site and install.
第1図及び第2図は夫々本発明の工法によって施工され
た湧水処理用二重床の平面図並に縦断面図、但し第1図
はシンダーコンクリートを省略して示されている。第3
図及び第4図並に第5回は夫々湧水処理用特殊セメント
プレスパネルの一実施例を示す平面図及び正面図並に斜
視図である。
(A) −湧水処理用特殊セメンI・プレスパネル、(
C)−床、 (C)−シンダーコンクリート、(
1)−水平主板、 (Ia)−面取部、(2)−一
脚片、 (2a)−・−脚片の外側面、(3)
−・−口高。
代理人 弁理士 岡 本 重 文
外2名
謂1に
覇3胆
肩4に
美5図
2a。1 and 2 are a plan view and a vertical sectional view, respectively, of a double bed for spring water treatment constructed by the construction method of the present invention, with the exception that cinder concrete is omitted in FIG. 1. Third
Figures 4 and 5 are a plan view, a front view, and a perspective view, respectively, showing an embodiment of a special cement press panel for treating spring water. (A) - Special cement I press panel for spring water treatment, (
C) - Floor, (C) - Cinder concrete, (
1) - Horizontal main plate, (Ia) - Chamfered part, (2) - Monopod piece, (2a) - - Outer surface of leg piece, (3)
−・−High mouth. Agent Patent Attorney Shige Okamoto 2 literary names 1, 3, 3, 4, 5, 2a.
Claims (2)
取部を欠截するとともに、外側面が同面取部と同一面上
に位置する垂直面に形成された脚片を垂設してなる湧水
処理用パネルを建造物の床面に敷き並べ、次いで前記各
パネルの水平主板上、及び一点に会する同各パネルの各
垂直面取部及び脚片の外側垂直面間に形成された凹窩と
に亘ってシンダーコンクリートを打設することを特徴と
する建造物における湧水処理工法。(1) Vertical chamfers are cut out at the four corners of the special cement press rectangular horizontal main plate, and leg pieces formed on the vertical surfaces whose outer surfaces are located on the same plane as the chamfers are hung. Spring water treatment panels are laid out on the floor of the building, and then formed on the horizontal main plate of each panel and between the vertical chamfers and outer vertical surfaces of the leg pieces of each panel that meet at one point. A method for treating spring water in buildings, which is characterized by pouring cinder concrete over a concave cavity.
取部を欠截するとともに、外側面が同面取部と同一面上
に位置する垂直面に形成された脚片を垂設してなること
を特徴とする建造物における湧水処理用セメントプレス
パネル。(2) Vertical chamfers are cut out at the four corners of the special cement press rectangular horizontal main plate, and leg pieces formed on the vertical surfaces whose outer surfaces are located on the same plane as the chamfers are hung. A cement press panel for spring water treatment in buildings, which is characterized by:
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP12049888A JPH01290827A (en) | 1988-05-19 | 1988-05-19 | Spring water discharge method for building and cement press panel for spring water discharge |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP12049888A JPH01290827A (en) | 1988-05-19 | 1988-05-19 | Spring water discharge method for building and cement press panel for spring water discharge |
Publications (1)
Publication Number | Publication Date |
---|---|
JPH01290827A true JPH01290827A (en) | 1989-11-22 |
Family
ID=14787690
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP12049888A Pending JPH01290827A (en) | 1988-05-19 | 1988-05-19 | Spring water discharge method for building and cement press panel for spring water discharge |
Country Status (1)
Country | Link |
---|---|
JP (1) | JPH01290827A (en) |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPH0681351A (en) * | 1992-09-07 | 1994-03-22 | Kajima Corp | Concrete double-slab structure |
-
1988
- 1988-05-19 JP JP12049888A patent/JPH01290827A/en active Pending
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPH0681351A (en) * | 1992-09-07 | 1994-03-22 | Kajima Corp | Concrete double-slab structure |
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