JPH09324431A - Construction method of basement - Google Patents

Construction method of basement

Info

Publication number
JPH09324431A
JPH09324431A JP8179737A JP17973796A JPH09324431A JP H09324431 A JPH09324431 A JP H09324431A JP 8179737 A JP8179737 A JP 8179737A JP 17973796 A JP17973796 A JP 17973796A JP H09324431 A JPH09324431 A JP H09324431A
Authority
JP
Japan
Prior art keywords
basement
hole
bag
wall surface
water
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
Application number
JP8179737A
Other languages
Japanese (ja)
Inventor
Kisou Nikaido
競 二階堂
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
HOME SERA KK
Original Assignee
HOME SERA KK
Priority date (The priority date 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 date listed.)
Filing date
Publication date
Application filed by HOME SERA KK filed Critical HOME SERA KK
Priority to JP8179737A priority Critical patent/JPH09324431A/en
Publication of JPH09324431A publication Critical patent/JPH09324431A/en
Pending legal-status Critical Current

Links

Abstract

PROBLEM TO BE SOLVED: To attain facilitation and an increase in efficiency by making a footing by excavating a hole, making a floor surface in an inside bottom part inside which a water-impervious bag is arranged, placing concrete by arranging a form only on the inside of a side surface, and creating a wall surface by pushing the water- impervious bag against it. SOLUTION: A hole 10 to make a basement is excavated, and a wall surface of the hole 10 is substantially smoothly finished by performing earth retaining processing by H shape steel 12, a sheet pile and a soil improvement, and concrete of a footing 15 is placed in a bottom part. Next, a water-impervious bag 16 made of a waterproof sheet is arranged on the footing 15, and concrete is placed in an inside bottom part of the bag 16, and a floor surface 19 is made. Next, a form is arranged on the inside of a side surface of the bag 16 on the floor surface 19, and concrete is placed between the form 21 and the bag 16, and a wall surface 22 so formed. It is reinforced from inside by a beam member 23, and a separator material is properly arranged, and bar arrangement is set in a clearance with the water shielding bag 16, and is connected to bar arrangement of the floor surface 19. Therefore, after the wall surface 22 of the basement is completed, the form 21 is removed, and an outside form is obviated, and wastefulness of materials can be eliminated, and workability can be improved.

Description

【発明の詳細な説明】Detailed Description of the Invention

【0001】[0001]

【産業上の利用分野】本発明は、主に個人住宅におい
て、地下室を構築する場合に利用される地下室の構築方
法に関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a method of constructing a basement, which is mainly used for constructing a basement in a private house.

【0002】[0002]

【発明が解決しようとする課題】地下室構築のもっとも
一般的な方法は、穴を掘削して、その中に、コンクリー
トで地下室の床面、壁面を形成するものである。この方
法には、防水性を確保することが困難であり、また、こ
の壁面を形成する際、壁面外部に型枠を設けるため、地
下室の外側に型枠作成作業用の空間を設ける必要があ
る、という不都合がある。
The most common method of constructing a basement is to excavate a hole in which concrete is used to form the floor and wall of the basement. In this method, it is difficult to ensure waterproofness, and when forming this wall surface, a mold is provided outside the wall surface, and therefore it is necessary to provide a space for forming the mold outside the basement. There is an inconvenience.

【0003】これらを解決する手段として、本願出願人
の特許第1942268号(特公平6−72430号公
報)がある。これは、掘削した穴にゴム等よりなる遮水
袋を設け、この中に地下室を形成して、防水性を確保す
るものである。また、遮水袋の内側に、内部から型枠を
組み立てて地下室の壁面を形成することとし、この壁面
外側の作業を省くものである。
As a means for solving these problems, there is Japanese Patent No. 1942268 (Japanese Patent Publication No. 6-72430) of the present applicant. This is to secure waterproofness by providing a water shield bag made of rubber or the like in the excavated hole and forming a basement in this. Further, inside the water-permeable bag, the formwork is assembled from the inside to form the wall surface of the basement, and the work on the outside of the wall surface is omitted.

【0004】この方法により、防水性の問題は、完全に
解決されたが、地下室の壁面作成作業に関しては、未だ
不満がある。すなわち、内部から壁面内外の型枠を作成
するため、作業が複雑である。また、壁面外側の型枠
は、取り外すことなく残されるので、資材が無駄とな
る。さらに、壁面完成後、遮水袋の外側に、わずかでは
あるが間隙が残るので、この間隙を埋め戻す作業が必要
である。
By this method, the problem of waterproofness has been completely solved, but there is still dissatisfaction regarding the work of making the wall surface of the basement. That is, the work is complicated because the molds inside and outside the wall surface are created from the inside. Further, since the mold on the outside of the wall surface is left without being removed, the material is wasted. Further, after the completion of the wall surface, a slight gap is left on the outer side of the water-impervious bag, and it is necessary to refill the gap.

【0005】本発明は、上記の不満を解消し、壁面をよ
り簡単、効率的に形成する、新たな地下室構築方法を得
ることを目的としたものである。
An object of the present invention is to solve the above-mentioned dissatisfaction and to obtain a new method for constructing a basement, which can form a wall surface more easily and efficiently.

【0006】本発明は、地下室を形成する穴を掘削し、
さらに、この穴の壁面を、必要に応じて土留め処理をし
て、ほぼ平滑に仕上げる掘削工程と、この穴の底部にコ
ンクリートを打設して基礎を形成する基礎形成工程と、
前記穴内の基礎上に、ゴム等の防水シートよりなる遮水
袋を設け、さらに、必要に応じてこの遮水袋の外面、内
面又は両面に、コンクリート等との接触により破損する
ことを防止する保護材を設ける遮水袋設置工程と、この
遮水袋の内底部にコンクリートを打設し、床面を形成す
る床面形成工程と、この床面上の、前記遮水袋の側面の
内側のみに、型枠を設ける型枠設置工程と、この型枠と
前記遮水袋との間に、コンクリートを打設し、壁面を形
成する壁面形成工程と、壁面形成後、前記型枠を除去
し、地下室を完成させる型枠除去工程からなる地下室の
構築方法である。
The present invention excavates a hole forming a basement,
Furthermore, the wall surface of this hole is subjected to earth retaining treatment if necessary, and an almost smooth finish excavation step, and a foundation forming step of placing concrete at the bottom of this hole to form a foundation,
A waterproofing bag made of a waterproof sheet such as rubber is provided on the foundation in the hole, and if necessary, the outer surface, inner surface or both surfaces of the waterproofing bag is prevented from being damaged by contact with concrete or the like. A step of installing a protective bag to provide a protective material, a step of forming a floor surface by placing concrete on the inner bottom of the waterproof bag, and an inside of the side surface of the waterproof bag on the floor surface. Only, a formwork installation step of providing a formwork, a wall forming step of placing concrete between the formwork and the water-blocking bag to form a wall surface, and removing the formwork after forming the wall surface. However, it is a method of constructing a basement that consists of a form removing process to complete the basement.

【0007】上記掘削工程は、具体的には、地下室を形
成する穴を掘削し、さらに、この穴の壁面を、H型鋼及
び矢板で土留め処理をして、ほぼ平滑に仕上げる掘削工
程とすることができる。
Specifically, the excavation step is an excavation step in which a hole forming a basement is excavated, and the wall surface of the hole is earth-sheathed with an H-shaped steel and a sheet pile to finish the surface substantially smooth. be able to.

【0008】また、地下室を形成する穴を掘削し、さら
に、この穴の壁面を、土質改良により土留め処理をし
て、ほぼ平滑に仕上げる掘削工程とすることもできる。
It is also possible to excavate a hole forming a basement, and further, the wall surface of the hole may be subjected to earth retaining treatment by soil improvement so that the excavation process is finished to be substantially smooth.

【0009】[0009]

【発明の実施の形態】以下、図示する実施の形態につい
て、具体的に説明する。
BEST MODE FOR CARRYING OUT THE INVENTION The embodiments shown in the drawings will be specifically described below.

【0010】本発明の地下室構築方法の第1の工程は、
掘削工程である。ここでは、図1に示すように、地下室
を形成する穴10を掘削する。このとき、穴の壁面11
を、ほぼ平滑に仕上げる。この壁面は、後述のように、
地下室の壁面のコンクリート打設時にそのまま型枠とし
て機能させるからである。
The first step of the basement building method of the present invention is
It is an excavation process. Here, as shown in FIG. 1, a hole 10 that forms a basement is excavated. At this time, the wall surface 11 of the hole
Is almost smooth. This wall, as described below,
This is because it will function as a form as it is when placing concrete on the wall of the basement.

【0011】この穴の壁面は、例えば、図1に示すよう
な土留め処理とともに形成される。すなわち、穴の掘削
前に、H型鋼12を地面に打ち込み、掘削とともに矢板
13を取り付けていき、掘削完了時に、はぼ平滑な壁面
11を形成する。
The wall surface of the hole is formed, for example, by a soil retaining process as shown in FIG. That is, the H-shaped steel 12 is driven into the ground before excavation of the hole, and the sheet pile 13 is attached together with the excavation, and when the excavation is completed, the rough wall surface 11 is formed.

【0012】この穴の壁面は、例えば、図8に示すよう
な土留め処理とともに形成することもできる。すなわ
ち、穴10’の掘削前に、穴10’の周囲を一旦掘り返
して、土に土質改良材を混合しておき、この土質改良部
分14’を壁面11’として露出させるように穴10’
を掘削し、掘削完了時に、はぼ平滑な壁面11’を形成
する。
The wall surface of this hole can be formed, for example, by an earth retaining treatment as shown in FIG. That is, before excavating the hole 10 ', the periphery of the hole 10' is once dug back to mix the soil improvement agent with the soil, and the soil improvement portion 14 'is exposed as the wall surface 11' so that the hole 10 'is exposed.
Is excavated, and when the excavation is completed, a rough wall surface 11 'is formed.

【0013】なお、土質、穴の深さによっては、特別な
土留め処理をすることなく、単に穴を掘削するだけで、
所望の穴とほぼ平滑な壁面を得ることもできる。
Depending on the soil quality and the depth of the hole, it is possible to simply excavate the hole without special earth retaining treatment.
It is also possible to obtain a desired hole and a substantially smooth wall surface.

【0014】第2の工程は、基礎形成工程である。これ
は、図2に示すように、穴10の底部にコンクリートを
打設して地下室を構築するための基礎15を形成するも
のである。
The second step is a base forming step. As shown in FIG. 2, this is to form a foundation 15 for constructing a basement by placing concrete at the bottom of the hole 10.

【0015】第3の工程は、遮水袋設置工程である。こ
れは、図3に示すように、穴10内の基礎15上に遮水
袋16を設けるものである。この遮水袋16は、ゴム、
軟質合成樹脂等よりなる防水シートで形成された袋であ
り、これにより、地下室の防水性を確保する。この遮水
袋の外面、内面又は両面に、コンクリート等との接触に
より破損することを防止するための保護材を設けておく
とよい。図示の形態では、穴の壁面11と基礎15の表
面に、発泡スチロール板、不織布等よりなる保護材17
を接着し、この後遮水袋16を吊り下げて設け、この後
遮水袋16の内面に発泡スチロール板等よりなる保護材
18を接着している。
The third step is the step of installing the water-blocking bag. As shown in FIG. 3, this is to provide a water blocking bag 16 on the foundation 15 in the hole 10. This waterproof bag 16 is made of rubber,
It is a bag formed of a waterproof sheet made of soft synthetic resin or the like, which ensures the waterproofness of the basement. It is advisable to provide a protective material on the outer surface, inner surface, or both surfaces of this water shield bag to prevent damage due to contact with concrete or the like. In the illustrated form, a protective material 17 made of a polystyrene foam plate, a non-woven fabric or the like is provided on the wall surface 11 of the hole and the surface of the foundation 15.
After that, the water-impervious bag 16 is suspended and provided, and then the protective material 18 made of a styrene foam plate or the like is adhered to the inner surface of the water-impervious bag 16.

【0016】この保護材は、ほかにも、発泡材を吹き付
け等により塗布するもの等、遮水袋を保護するものであ
れば、任意の構成とすることができ、その取り付け方法
も、上記のように、順次取り付けるもののほか、予め遮
水袋に取り付けておく方法等、各種のものとすることが
できる。また、遮水袋が繊維強化複合材を用いること等
により、十分な強度を有する場合は、外面、内面又は両
面の保護材を省くこともできる。
The protective material may have any other structure as long as it protects the water-proof bag, such as a material to which a foam material is applied by spraying or the like. As described above, in addition to those sequentially attached, various methods such as a method of previously attaching to a water-impervious bag can be used. Further, when the waterproof bag has a sufficient strength by using a fiber reinforced composite material or the like, it is possible to omit the protective material on the outer surface, the inner surface or both surfaces.

【0017】第4の工程は、床面形成工程である。これ
は、図4に示すように、遮水袋の内底部にコンクリート
を打設し、床面19を形成するものである。なお、この
床面打設前に、配筋20をしておき、壁面の配筋と接続
するため、その端部を露出させておく。
The fourth step is a floor surface forming step. In this, as shown in FIG. 4, the floor surface 19 is formed by placing concrete on the inner bottom portion of the waterproof bag. Before the floor surface is laid, the reinforcing bar 20 is provided and its end is exposed in order to connect to the reinforcing bar on the wall surface.

【0018】第5の工程は、型枠設置工程であり、第6
の工程は壁面形成工程である。これらは、図5、7に示
すように、床面19上の、遮水袋16の側面の内側に、
型枠21を設け、この型枠21と遮水袋16との間に、
コンクリートを打設し、壁面22を形成するものであ
る。この型枠21は、壁面の内側のみを形作るものであ
り、内側から梁部材23で補強され、さらに、セパレー
タ材(図示しない)が適宜設けられ、遮水袋16との間
隙が確保される。また、間隙内には配筋24が設けられ
て、床面の配筋20と接続される。
The fifth step is a form setting step, and the sixth step
The step is a wall surface forming step. These are, as shown in FIGS. 5 and 7, on the inside of the side surface of the waterproof bag 16 on the floor surface 19,
A form 21 is provided, and between the form 21 and the water shield bag 16,
The wall 22 is formed by pouring concrete. The mold 21 forms only the inside of the wall surface, is reinforced by a beam member 23 from the inside, and is further provided with a separator material (not shown) as appropriate to ensure a gap with the water-blocking bag 16. Further, a reinforcing bar 24 is provided in the gap and is connected to the reinforcing bar 20 on the floor surface.

【0019】第7の工程は、型枠除去工程である。これ
は、地下室の壁面22が完成した後、型枠21を除去す
るものであり、この工程で、図6に示すように、地下室
が完成する。なおこの後、この地下室の天井、上部階の
建物が形成される。
The seventh step is a mold removing step. This is to remove the formwork 21 after the wall surface 22 of the basement is completed, and in this step, the basement is completed as shown in FIG. After this, the ceiling of this basement and the building on the upper floor will be formed.

【0020】[0020]

【発明の効果】本発明の構築方法は、上述の通りである
から、壁面の型枠設置において、壁面内側のみを形作る
だけであり、外側の型枠は不要であるので、作業は容
易、迅速となる。また、従来のように、外側の型枠を捨
てることがないので、資材の無駄を省き、コストを低下
させることができる。
Since the construction method of the present invention is as described above, only the inside of the wall is shaped when installing the form on the wall, and the outside form is not required. Therefore, the work is easy and quick. Becomes Further, unlike the conventional case, since the outer formwork is not thrown away, it is possible to reduce waste of materials and reduce costs.

【0021】さらに、壁面が完成したときには、遮水袋
の外面は穴の壁面に密接することになり、埋め戻し作業
が不要となる。すなわち、本発明では、穴の掘削容積
を、限界まで減少させている。したがって、構築作業は
簡易、低コスト、迅速なものとなる。
Further, when the wall surface is completed, the outer surface of the water-impervious bag comes into close contact with the wall surface of the hole, and the backfilling work is unnecessary. That is, in the present invention, the drilling volume of the hole is reduced to the limit. Therefore, the construction work is simple, low cost, and quick.

【図面の簡単な説明】[Brief description of drawings]

【図1】本発明の掘削工程完了時を示す断面図である。FIG. 1 is a cross-sectional view showing the completion of an excavation process of the present invention.

【図2】基礎形成工程完了時を示す断面図である。FIG. 2 is a cross-sectional view showing the completion of the base forming process.

【図3】遮水袋設置工程完了時を示す断面図である。FIG. 3 is a cross-sectional view showing the completion of the water-permeable bag installation step.

【図4】床面形成工程完了時を示す断面図である。FIG. 4 is a cross-sectional view showing the completion of the floor surface forming step.

【図5】型枠設置工程及び壁面形成工程完了時を示す断
面図である。
FIG. 5 is a cross-sectional view showing the completion of the mold installation step and the wall surface forming step.

【図6】型枠除去工程を完了し、地下室が完成した状態
を示す断面図である。
FIG. 6 is a cross-sectional view showing a state where the basement is completed after completing the form removing process.

【図7】型枠設置工程及び壁面形成工程完了時を示す、
一部を破断した部分拡大斜視図である。
FIG. 7 shows the completion of the formwork installation process and wall forming process,
It is a partially expanded perspective view which fractured | ruptured a part.

【図8】本発明の他の形態の掘削工程完了時を示す断面
図である。
FIG. 8 is a cross-sectional view showing the completion of the excavation process of another embodiment of the present invention.

【符号の説明】[Explanation of symbols]

10…穴、11…穴の壁面、12…H型鋼、13…矢
板、15…基礎、16…遮水袋、17…保護材、18…
保護材、19…床面、20…配筋、21…型枠、22…
地下室の壁面、23…梁部材、24…配筋。10’…
穴、11’…穴の壁面、14’…土質改良部分。
10 ... Hole, 11 ... Hole wall surface, 12 ... H-shaped steel, 13 ... Sheet pile, 15 ... Foundation, 16 ... Impermeable bag, 17 ... Protective material, 18 ...
Protective material, 19 ... Floor surface, 20 ... Bar arrangement, 21 ... Formwork, 22 ...
Wall of basement, 23 ... Beam member, 24 ... Bar arrangement. 10 '...
Hole, 11 '... Hole wall, 14' ... Soil improvement part.

Claims (3)

【特許請求の範囲】[Claims] 【請求項1】 地下室を形成する穴を掘削し、さらに、
この穴の壁面を、必要に応じて土留め処理をして、ほぼ
平滑に仕上げる掘削工程と、 この穴の底部にコンクリートを打設して基礎を形成する
基礎形成工程と、 前記穴内の基礎上に、ゴム等の防水シートよりなる遮水
袋を設け、さらに、必要に応じてこの遮水袋の外面、内
面又は両面に、コンクリート等との接触により破損する
ことを防止する保護材を設ける遮水袋設置工程と、 この遮水袋の内底部にコンクリートを打設し、床面を形
成する床面形成工程と、 この床面上の、前記遮水袋の側面の内側のみに、型枠を
設ける型枠設置工程と、 この型枠と前記遮水袋との間に、コンクリートを打設
し、壁面を形成する壁面形成工程と、 壁面形成後、前記型枠を除去し、地下室を完成させる型
枠除去工程からなる地下室の構築方法。
1. Drilling a hole forming a basement, further comprising:
If necessary, excavate the wall surface of the hole by earth retaining to finish it to a smooth surface, form the foundation by placing concrete at the bottom of the hole, and form the foundation on the inside of the hole. In addition, a water barrier bag made of a waterproof sheet such as rubber shall be provided, and if necessary, a protective material shall be provided on the outer surface, inner surface or both surfaces of this water barrier bag to prevent damage due to contact with concrete etc. The water bag installation step, the floor surface formation step of placing concrete on the inner bottom of the water shield bag to form the floor surface, and the formwork only on the inside of the side surface of the water shield bag on the floor surface. The step of installing the formwork, the step of placing concrete between the formwork and the water barrier bag to form a wall surface, and the step of removing the formwork after forming the wall surface to complete the basement. A method for constructing a basement, which comprises a form removing process for making a basement.
【請求項2】 請求項1において、 地下室を形成する穴を掘削し、さらに、この穴の壁面
を、H型鋼及び矢板で土留め処理をして、ほぼ平滑に仕
上げる掘削工程を有する地下室の構築方法。
2. The construction of a basement as set forth in claim 1, which has an excavation step in which a hole forming a basement is excavated, and the wall surface of the hole is earth-sheathed with H-shaped steel and sheet pile to finish the surface to be almost smooth. Method.
【請求項3】 請求項1において、 地下室を形成する穴を掘削し、さらに、この穴の壁面
を、土質改良により土留め処理をして、ほぼ平滑に仕上
げる掘削工程を有する地下室の構築方法。
3. The method for constructing a basement according to claim 1, further comprising excavating a hole forming the basement, and further earth-retaining the wall surface of the hole by soil improvement to finish the surface to be substantially smooth.
JP8179737A 1996-06-05 1996-06-05 Construction method of basement Pending JPH09324431A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP8179737A JPH09324431A (en) 1996-06-05 1996-06-05 Construction method of basement

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP8179737A JPH09324431A (en) 1996-06-05 1996-06-05 Construction method of basement

Publications (1)

Publication Number Publication Date
JPH09324431A true JPH09324431A (en) 1997-12-16

Family

ID=16070993

Family Applications (1)

Application Number Title Priority Date Filing Date
JP8179737A Pending JPH09324431A (en) 1996-06-05 1996-06-05 Construction method of basement

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Country Link
JP (1) JPH09324431A (en)

Cited By (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2012036653A (en) * 2010-08-09 2012-02-23 Nishimatsu Constr Co Ltd Water leakage treatment method for earth retaining wall
CN103103991A (en) * 2013-02-01 2013-05-15 江苏省江建集团有限公司 Composite outer wall structure of ultra-deep basement
JP2015059371A (en) * 2013-09-20 2015-03-30 Jfeエンジニアリング株式会社 Construction method of gas conduit block valve pit
JP2018071144A (en) * 2016-10-27 2018-05-10 株式会社イザキ Method for constructing underground concrete structure, and underground concrete structure
CN108517898A (en) * 2018-03-26 2018-09-11 中交路桥北方工程有限公司 The construction method of uplift pile and bottom plate seam crossing waterproof construction
CN109706953A (en) * 2019-01-21 2019-05-03 吉林建筑大学 Mold and drawing-die construction method for assembly concrete hypogee sole plate
CN110185135A (en) * 2019-05-31 2019-08-30 徐鹏 A kind of basement bottom board and external wall waterproof structure and construction method
KR20190110713A (en) * 2018-03-21 2019-10-01 유기선 Underground structure wall and underground structure and method construturing the same

Cited By (11)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2012036653A (en) * 2010-08-09 2012-02-23 Nishimatsu Constr Co Ltd Water leakage treatment method for earth retaining wall
CN103103991A (en) * 2013-02-01 2013-05-15 江苏省江建集团有限公司 Composite outer wall structure of ultra-deep basement
JP2015059371A (en) * 2013-09-20 2015-03-30 Jfeエンジニアリング株式会社 Construction method of gas conduit block valve pit
JP2018071144A (en) * 2016-10-27 2018-05-10 株式会社イザキ Method for constructing underground concrete structure, and underground concrete structure
KR20190110713A (en) * 2018-03-21 2019-10-01 유기선 Underground structure wall and underground structure and method construturing the same
CN108517898A (en) * 2018-03-26 2018-09-11 中交路桥北方工程有限公司 The construction method of uplift pile and bottom plate seam crossing waterproof construction
CN108517898B (en) * 2018-03-26 2019-09-13 中交路桥北方工程有限公司 The construction method of uplift pile and bottom plate seam crossing waterproof construction
CN109706953A (en) * 2019-01-21 2019-05-03 吉林建筑大学 Mold and drawing-die construction method for assembly concrete hypogee sole plate
CN109706953B (en) * 2019-01-21 2023-10-13 吉林建筑大学 Die for foundation slab of assembled concrete underground building and drawing die construction method
CN110185135A (en) * 2019-05-31 2019-08-30 徐鹏 A kind of basement bottom board and external wall waterproof structure and construction method
CN110185135B (en) * 2019-05-31 2020-04-03 徐鹏 Basement bottom plate and outer wall waterproof structure and construction method

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