JPH06108480A - Construction of undergrouns double-wall - Google Patents
Construction of undergrouns double-wallInfo
- Publication number
- JPH06108480A JPH06108480A JP4284942A JP28494292A JPH06108480A JP H06108480 A JPH06108480 A JP H06108480A JP 4284942 A JP4284942 A JP 4284942A JP 28494292 A JP28494292 A JP 28494292A JP H06108480 A JPH06108480 A JP H06108480A
- Authority
- JP
- Japan
- Prior art keywords
- joiner
- fixing means
- wall
- panel material
- underground
- 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
- 238000010276 construction Methods 0.000 title abstract description 11
- 239000003381 stabilizer Substances 0.000 claims abstract description 17
- 239000000463 material Substances 0.000 claims description 38
- 238000000034 method Methods 0.000 claims description 2
- 229910052782 aluminium Inorganic materials 0.000 description 9
- XAGFODPZIPBFFR-UHFFFAOYSA-N aluminium Chemical compound [Al] XAGFODPZIPBFFR-UHFFFAOYSA-N 0.000 description 9
- 239000004567 concrete Substances 0.000 description 8
- 230000000630 rising effect Effects 0.000 description 6
- 238000009833 condensation Methods 0.000 description 3
- 230000005494 condensation Effects 0.000 description 3
- 239000003673 groundwater Substances 0.000 description 3
- 239000002131 composite material Substances 0.000 description 2
- 238000009413 insulation Methods 0.000 description 2
- 229910052751 metal Inorganic materials 0.000 description 2
- 239000002184 metal Substances 0.000 description 2
- 239000003566 sealing material Substances 0.000 description 2
- 125000006850 spacer group Chemical group 0.000 description 2
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 2
- 239000011449 brick Substances 0.000 description 1
- 239000004568 cement Substances 0.000 description 1
- 239000000805 composite resin Substances 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
- 238000002386 leaching Methods 0.000 description 1
- 239000004570 mortar (masonry) Substances 0.000 description 1
- 230000035699 permeability Effects 0.000 description 1
- 239000012466 permeate Substances 0.000 description 1
- 229920001225 polyester resin Polymers 0.000 description 1
- 239000004645 polyester resin Substances 0.000 description 1
- 230000000379 polymerizing effect Effects 0.000 description 1
- 229920006327 polystyrene foam Polymers 0.000 description 1
- 230000002265 prevention Effects 0.000 description 1
- 238000004513 sizing Methods 0.000 description 1
- 229910001220 stainless steel Inorganic materials 0.000 description 1
- 239000010935 stainless steel Substances 0.000 description 1
Landscapes
- Underground Structures, Protecting, Testing And Restoring Foundations (AREA)
- Residential Or Office Buildings (AREA)
Abstract
Description
【0001】[0001]
【産業上の利用分野】この発明は、地下室、地下道、地
下鉄等の地下構造物に設ける地下二重壁の施工法に関す
るものである。BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a method for constructing an underground double wall provided in an underground structure such as an underground room, an underground passage or a subway.
【0002】[0002]
【従来の技術】ビルの地下室や機械室、地下倉庫、地下
駐車場、地下道、地下鉄等の、地下構造物の地下壁は、
土圧に耐えるコンクリート躯体と表面側の化粧壁との二
重壁構造となっている。そこで、この化粧壁を施工する
のに、煉瓦・ブロック積み、タイル貼り、或はセメント
板等を積み上げるなど、各種の施工法がある。2. Description of the Related Art Underground walls of underground structures such as basements and machine rooms of buildings, underground warehouses, underground parking lots, underpasses and subways are
It has a double wall structure consisting of a concrete frame that can withstand earth pressure and a decorative wall on the surface side. Therefore, there are various construction methods for constructing this decorative wall, such as brick / block stacking, tile attachment, or cement board stacking.
【0003】[0003]
【発明が解決しようとする課題】そして、上記地下二重
壁は、防水性、防音性、透湿性、結露の防止、かびの発
生等、種々の問題を解決しなければならないし、工期の
短縮、コスト削減、施工の容易さなども要求されてお
り、未だ全ての要求を満足する施工法は開発されていな
いのが現状である。The above-mentioned underground double wall must solve various problems such as waterproofness, soundproofness, moisture permeability, prevention of dew condensation, generation of mold and the like, which shortens the construction period. In addition, cost reduction and ease of construction are also required, and the construction method that satisfies all the requirements is not yet developed.
【0004】[0004]
【課題を解決するための手段】本発明は上記に鑑み提案
されたもので、地下構造物の床面部分に下部固定手段を
配設し、天井部分に上部固定手段を配設し、側端部分に
側部固定手段を配設し、上記下部固定手段の背面側と上
部固定手段の前面側との間に、パネル材の側縁を支える
ジョイナーを設けると共に、該ジョイナーに対してスタ
ビライザーを後方へ向けて直交状に設け、上記各固定部
材にパネル材の各縁部を臨ませると共に、当該パネル材
の各縁部を押縁で止着することを特徴とする地下二重壁
の施工法である。SUMMARY OF THE INVENTION The present invention has been proposed in view of the above, and the lower fixing means is provided on the floor surface portion of the underground structure, and the upper fixing means is provided on the ceiling portion. A side fixing means is disposed in the portion, and a joiner for supporting the side edge of the panel material is provided between the rear side of the lower fixing means and the front side of the upper fixing means, and the stabilizer is rearward with respect to the joiner. In the construction method of the underground double wall, which is characterized in that the edges of the panel material are exposed to the fixing members, and the edges of the panel material are fixed by ridges. is there.
【0005】[0005]
【作用】地下構造物の床面部分に配設した下部固定手段
と、天井部分に配設した上部固定手段と、側端部分に配
設した側部固定手段と、上記下部固定手段の背面側と上
部固定手段の前面側との間に設けたジョイナーとによっ
て、パネル材の各縁部を支持することができ、上記ジョ
イナーに対して直交状に後方へ向けて設けたスタビライ
ザーによって補強する。つまり、軽量で面剛性のあるパ
ネル材とスタビライザーの構成によって、形成された壁
面の面外方向面剛性は向上する。そのことによって、躯
体壁面と形成された壁面とを中間で連結する中間固定手
段を廃した。The lower fixing means arranged on the floor of the underground structure, the upper fixing means arranged on the ceiling, the side fixing means arranged on the side end, and the rear side of the lower fixing means. Each edge of the panel material can be supported by the joiner provided between the upper fixing means and the front side of the upper fixing means and is reinforced by the stabilizer provided rearward in a direction orthogonal to the joiner. That is, the surface rigidity of the formed wall surface in the out-of-plane direction is improved by the configuration of the panel material and the stabilizer which are lightweight and have surface rigidity. As a result, the intermediate fixing means for connecting the body wall surface and the formed wall surface in the middle is eliminated.
【0006】[0006]
【実施例】以下、本発明を図示の実施例について説明す
る。本発明に係る二重壁の施工法の概略は、地下室等の
地下構造物の床面部分に下部固定手段を、天井部分に上
部固定手段を、側面部分に側部固定手段を夫々配設し、
上記下部固定手段の背面側と上部固定手段の前面側との
間に、複合パネル材1の側縁を支えるためのジョイナー
2を設けると共に該ジョイナー2に対してスタビライザ
ー3を直交状に設けてフレームを組み立て、次いで上記
各固定部材にパネル材1の各縁部を臨ませると共に、当
該パネル材1の各縁部を押縁4で固定して施工するもの
である。The present invention will be described below with reference to the illustrated embodiments. The outline of the double wall construction method according to the present invention is that a lower fixing means is provided on a floor surface portion of an underground structure such as a basement, an upper fixing means is provided on a ceiling portion, and a side portion fixing means is provided on a side surface portion. ,
A joiner 2 for supporting the side edge of the composite panel material 1 is provided between the back side of the lower fixing means and the front side of the upper fixing means, and a stabilizer 3 is provided orthogonal to the joiner 2 to form a frame. Then, each edge of the panel material 1 is made to face each fixing member, and each edge of the panel material 1 is fixed by the ridge 4 for construction.
【0007】次に、本発明の二重壁の施工法を具体的に
説明すると、地下構造物のコンクリート躯体の床面5、
または立上りコンクリート6を設けた場合には当該立上
りコンクリート6の上面に、下部固定手段として下部幅
木7を固定する。Next, a concrete explanation will be given of the double wall construction method of the present invention. The floor surface 5 of the concrete frame of the underground structure,
Alternatively, when the rising concrete 6 is provided, the lower skirting board 7 is fixed to the upper surface of the rising concrete 6 as the lower fixing means.
【0008】下部幅木7は、下板部7aと縦板部7bと
を有する例えばアルミニウム等の金属製のアングル材で
あって、例えば定尺2mで生産する。この下部幅木7の
下板部7aを上記躯体の床面5または立上りコンクリー
ト6の上面に固定する。この固定に際して、図示の実施
例によれば、角パイプ状のスペーサ8を介してステンレ
ス製アンカー部材9によって固定してある。また、上記
スペーサ8の前後には防水シーリング材10及び仕上げ
シーリング材11によって防水処理してある。The lower skirting board 7 is an angle member made of metal such as aluminum having a lower plate portion 7a and a vertical plate portion 7b, and is produced with a fixed length of 2 m, for example. The lower plate portion 7a of the lower skirting board 7 is fixed to the floor surface 5 of the skeleton or the upper surface of the rising concrete 6. At the time of this fixing, according to the illustrated embodiment, it is fixed by a stainless steel anchor member 9 via a spacer 8 in the shape of a square pipe. The front and rear of the spacer 8 are waterproofed by a waterproof sealing material 10 and a finishing sealing material 11.
【0009】上記下部幅木7には、水切部材12を止着
する。この水切部材12は、躯体側から浸み出る地下水
等を排水溝へ導くもので、アルミニウム等の金属製部材
であり、例えば2mの定尺を有する。この水切部材12
は、水切勾配を有する傾斜片12aの前後に、垂下片1
2bと立上り片12cとを延設したもので、傾斜片12
aが立上りコンクリート6の上方を覆うと共に、垂下片
12bが立上りコンクリート6の背面とオーバーラップ
する。尚、図面では、水切部材12及び上記した下部幅
木7のジョイント板7′及び水切部材12のジョイント
板を12′を示すため、下部幅木7との間に隙間が描か
れているが、実際には、水切部材12と下部幅木7とは
密接して、背後からの湧水等が前面側へ浸透しないよう
になっている。A draining member 12 is fixed to the lower skirting board 7. The draining member 12 guides groundwater and the like leaching from the skeleton side to the drainage groove, is a metal member such as aluminum, and has a standard length of 2 m, for example. This draining member 12
Is the hanging piece 1 before and after the inclined piece 12a having a drainage gradient.
2b and the rising piece 12c are extended, and the inclined piece 12
While a covers the upper part of the rising concrete 6, the hanging piece 12b overlaps with the back surface of the rising concrete 6. In the drawing, a gap is drawn between the draining member 12, the joint plate 7'of the lower skirting board 7 and the joint plate 7'of the draining member 12 described above, so that a gap is drawn between the draining member 12 and the lower skirting board 7. Actually, the draining member 12 and the lower skirting board 7 are in close contact with each other so that the spring water or the like from the back does not permeate to the front side.
【0010】また、地下室の天井部分、即ちスラブ下面
或は梁下面13には、例えばアルミニウム等の角筒材か
らなる上部レール固定ベース14を設けると共に、この
上部レール固定ベース14に上部レール15を設けて上
部固定手段を構成する。る。On the ceiling portion of the basement, that is, on the lower surface of the slab or the lower surface of the beam 13, there is provided an upper rail fixing base 14 made of, for example, a square tubular material such as aluminum, and an upper rail 15 is attached to the upper rail fixing base 14. The upper fixing means is provided. It
【0011】上部レール15は、断面逆L字状のアルミ
ニウム等の定尺部材であって、水平部15aを上記上部
レール固定ベース14に固定ビス16で固定して、垂直
部15bを垂下させる。尚、この垂直部15bは前記し
た下部幅木7の縦板部7bに所定の間隔をもって平行す
るように配置する。また、上記上部レール15は上部レ
ールジョイント板15′によって所望の長さに接続す
る。The upper rail 15 is a fixed length member having an inverted L-shaped cross section and made of aluminum or the like. The horizontal portion 15a is fixed to the upper rail fixing base 14 with a fixing screw 16, and the vertical portion 15b is hung. The vertical portion 15b is arranged so as to be parallel to the vertical plate portion 7b of the lower skirting board 7 at a predetermined interval. The upper rail 15 is connected to a desired length by an upper rail joint plate 15 '.
【0012】更に、二重壁の側端部となる地下室の壁や
柱の側面17には、側部固定手段として壁用レール18
を設ける。この壁用レール18は、図3に示すように、
比較的幅広な後板部18a及び幅狭な前板部18b並び
に側板部18cを有する定尺な部材である。そして、こ
の壁用レール18は、側板部18cに通したアンカー部
材19を壁等の躯体に止着して固定する。Further, on the side wall 17 of the basement wall or the pillar which is the side end of the double wall, a wall rail 18 is provided as a side fixing means.
To provide. This wall rail 18 is, as shown in FIG.
It is a regular member having a relatively wide rear plate portion 18a, a narrow front plate portion 18b, and a side plate portion 18c. Then, the wall rail 18 fixes the anchor member 19 passed through the side plate portion 18c to the body such as a wall by fixing it.
【0013】そして、前記した下部幅木7には、後述す
るパネル材1の間隔に対応する所望の間隔でジョイナー
2を取り付ける。このジョイナー2はパネル材1の側縁
部を支えるもので、図3に示すように、変形したH字状
の断面を有し、中央固定部2aの両側端から側板2bが
前後に延出し、該側板2bの後縁から支持片2cが横方
向に夫々延出している。また、上記側板2bの前縁には
幅狭のリブ2dが上記支持片2cと平行に設けてある。Then, the joiners 2 are attached to the lower skirting board 7 at desired intervals corresponding to the intervals between the panel members 1 described later. This joiner 2 supports side edges of the panel material 1, has a deformed H-shaped cross section as shown in FIG. 3, and side plates 2b extend forward and backward from both side ends of the central fixing portion 2a. Support pieces 2c extend laterally from the rear edge of the side plate 2b. A narrow rib 2d is provided on the front edge of the side plate 2b in parallel with the support piece 2c.
【0014】上記したジョイナー2の背面側には、スタ
ビライザー3を設ける。このスタビライザー3は、例え
ば後述のパネル材1を所望の幅、例えば約72mm或は
88mmにカットしたものであって、断面がほゞ鉤状の
スタビライザーピース20を介して設けてある。このス
タビライザーピース20は、例えば、前記した壁用レー
ル18を所望の幅、例えば50mm程度に切断したもの
で、下部幅木7から起立するジョイナー2の中央固定部
2aに、側板部18cに通したスタビライザー固定用ビ
ス21によって適宜間隔で千鳥状に配置してある。そし
て、このスタビライザーピース20の後板部18aに対
して上記スタビライザー3をスタビライザー止着用ビス
22にて止着する。A stabilizer 3 is provided on the back side of the joiner 2 described above. The stabilizer 3 is, for example, a panel material 1 described later cut into a desired width, for example, about 72 mm or 88 mm, and is provided through a stabilizer piece 20 having a substantially hook-shaped cross section. The stabilizer piece 20 is obtained by cutting the above-mentioned wall rail 18 into a desired width, for example, about 50 mm, and passes the side plate portion 18c through the central fixed portion 2a of the joiner 2 standing upright from the lower skirting board 7. Stabilizer fixing screws 21 are arranged in a zigzag pattern at appropriate intervals. Then, the stabilizer 3 is fixed to the rear plate portion 18a of the stabilizer piece 20 with a stabilizer fixing screw 22.
【0015】上記のようにして下部幅木7の背面側にジ
ョイナー2の下端部分をジョイナー固定ビス23で止着
すると共に、当該ジョイナー2の上端部分をジョイナー
固定ビス23で上部レール15に止着して、上部レール
15及び下部幅木7並びに壁用レール18によってフレ
ームを構成する。そして、後述するパネル材1の下縁部
分を下部幅木7の背面側に挿入すると共に、当該パネル
材1の一側縁を上記ジョイナー2の支持片2cの前面に
臨ませる。また、上記パネル材1の他側縁を壁用レール
18の後板部18aの前面、又は次のジョイナー2の支
持片2cの前面に臨ませる。更に、パネル材1の上縁を
上部レール15の前面に臨ませる。そして、パネル材1
の各縁部の前面に押縁4を当てがい、これらの押縁4に
通した押縁固定用ビス24をジョイナー2の中央固定部
2a、或は壁用レール18に夫々ねじ込んで各押縁4を
止着し、パネル材1を固定する。尚、図示していない
が、パネル材1の上縁部分の前面に上部幅木を止着して
もよい。As described above, the lower end portion of the joiner 2 is fixed to the rear side of the lower skirting board 7 by the joiner fixing screw 23, and the upper end portion of the joiner 2 is fixed to the upper rail 15 by the joiner fixing screw 23. Then, the upper rail 15, the lower skirting board 7, and the wall rail 18 constitute a frame. Then, the lower edge portion of the panel material 1 to be described later is inserted into the back side of the lower skirting board 7, and one side edge of the panel material 1 is exposed to the front surface of the support piece 2c of the joiner 2. Further, the other side edge of the panel material 1 is made to face the front surface of the rear plate portion 18a of the wall rail 18 or the front surface of the support piece 2c of the next joiner 2. Further, the upper edge of the panel material 1 is made to face the front surface of the upper rail 15. And the panel material 1
The ridges 4 are applied to the front surfaces of the edges of the ridges 4 and the ridge fixing screws 24 passing through the ridges 4 are screwed into the central fixing portion 2a of the joiner 2 or the wall rail 18 to fix the ridges 4 to each other. Then, the panel material 1 is fixed. Although not shown, an upper skirting board may be attached to the front surface of the upper edge portion of the panel material 1.
【0016】上記したパネル材1は、発泡スチロール板
の前後にアルミニウム板を重合させたアルミ・樹脂複合
材からなり、例えば約910mm×1820mmの定寸
材である。また、このパネル材1の厚さは、約12mm
で、アルミニウム板の板厚は約0.3m程度である。
尚、アルミニウム板の表面をポリエステル樹脂等でコー
ティングするとよい。The above-mentioned panel material 1 is made of an aluminum / resin composite material obtained by polymerizing aluminum plates before and after a polystyrene foam plate, and is, for example, a sizing material having a size of about 910 mm × 1820 mm. The thickness of this panel material 1 is about 12 mm.
Then, the plate thickness of the aluminum plate is about 0.3 m.
The surface of the aluminum plate may be coated with polyester resin or the like.
【0017】そして、上記のようなパネル材1を順次固
定して地下二重壁を施工する。このようにして地下二重
壁を施工すれば、各部材を固定用のビスによって止着す
るだけで作業が完了するので、極めて容易に地下二重壁
を構成することができる。また、躯体側から浸み出る地
下水等を水切部材12によって排水することができ、し
かもパネル材1の隙間から室内側に浸み出ることもな
い。更に、躯体とパネル材1との間に空気層が形成され
るので、断熱効果に優れ、結露等を防止することもでき
る。そして、本発明において使用するパネル材1自身
は、断熱、防音性に優れているばかりではなく、軽量で
外観が良く安価でもあるので、実用的価値の極めて高い
地下二重壁を安価に提供することができる。そして、本
発明は、モルタル等を使用しないので、全高の高い壁で
あっても一気に施工することができ、施工期間の短縮が
可能である。Then, the panel materials 1 as described above are sequentially fixed to construct an underground double wall. When the underground double wall is constructed in this manner, the work is completed simply by fastening each member with fixing screws, so that the underground double wall can be constructed very easily. Further, groundwater or the like that oozes out from the body side can be drained by the water draining member 12, and further does not ooze out into the room side through the gap of the panel material 1. Furthermore, since an air layer is formed between the frame and the panel material 1, the heat insulating effect is excellent and dew condensation can be prevented. The panel material 1 itself used in the present invention is not only excellent in heat insulation and soundproofing, but also lightweight, good in appearance, and inexpensive, so that an underground double wall having an extremely high practical value is provided at low cost. be able to. Since the present invention does not use mortar or the like, even a wall with a high overall height can be installed at a stretch, and the installation period can be shortened.
【0018】以上、本発明を図示の実施例について説明
したが、本発明は上記した実施例に限定されるものでは
なく、特許請求の範囲に記載した構成を変更しない限
り、適宜に実施できる。例えば、図示の実施例ではスタ
ビライザーをパネル材を切断して形成しているが、他の
部材で形成してもよい。また、パネル材の他の材質の一
例として不燃紙からなるハニカム材をアルミニウム板で
挟み込んだ不燃性複合材を使用することもできる。Although the present invention has been described with reference to the illustrated embodiments, the present invention is not limited to the above-described embodiments, and can be appropriately implemented without changing the configuration described in the claims. For example, although the stabilizer is formed by cutting the panel material in the illustrated embodiment, it may be formed by other members. Further, as another example of the material of the panel material, a noncombustible composite material in which a honeycomb material made of noncombustible paper is sandwiched between aluminum plates can be used.
【0019】[0019]
【発明の効果】以上要するに本発明は、地下構造物の床
面部分に下部固定手段を配設し、天井部分に上部固定手
段を配設し、側端部分に側部固定手段を配設し、上記下
部固定手段の背面側と上部固定手段の前面側との間に、
パネル材の側縁を支えるジョイナーを設けると共に、該
ジョイナーに対してスタビライザーを後方へ向けて直交
状に設け、上記各固定部材にパネル材の各縁部を臨ませ
ると共に、当該パネル材の各縁部を押縁で止着するの
で、極めて簡単に地下二重壁を施工することができ、施
工期間が短い。また、本発明による二重壁によれば、地
下水等が浸み出ることがなく、断熱、防音性に優れ、室
内側に結露が発生する恐れがない。そして、本発明によ
れば、軽量且つ美観に優れた地下二重壁を安価に提供す
ることができ、実用的価値が極めて高い。In summary, according to the present invention, the lower fixing means is arranged on the floor portion of the underground structure, the upper fixing means is arranged on the ceiling portion, and the side portion fixing means is arranged on the side end portions. , Between the back side of the lower fixing means and the front side of the upper fixing means,
A joiner for supporting the side edge of the panel material is provided, and a stabilizer is provided orthogonally to the joiner in a rearward direction so that each edge of the panel material faces each fixing member and each edge of the panel material. Since the part is fixed by the ridge, it is possible to construct the underground double wall very easily and the construction period is short. Further, according to the double wall of the present invention, groundwater or the like does not seep out, it is excellent in heat insulation and soundproofing, and there is no fear that dew condensation will occur on the indoor side. Further, according to the present invention, it is possible to provide an underground double wall that is lightweight and has an excellent appearance at a low cost, and has an extremely high practical value.
【図1】地下二重壁の下部の縦断面図である。FIG. 1 is a vertical sectional view of a lower part of an underground double wall.
【図2】地下二重壁の上部の縦断面図である。FIG. 2 is a vertical sectional view of an upper part of an underground double wall.
【図3】地下二重壁の一部を省略した横断面図である。FIG. 3 is a cross-sectional view in which a part of the underground double wall is omitted.
1 パネル材 2 ジョイナー 3 スタビライザー 4 押縁 7 下部固定手段としての下部幅木 15 上部固定手段としての上部レール 18 側部固定手段としての壁用レール DESCRIPTION OF SYMBOLS 1 Panel material 2 Joiner 3 Stabilizer 4 Rim 7 Lower skirting board 15 as a lower fixing means 15 Upper rail as an upper fixing means 18 Wall rail as a side fixing means
Claims (1)
配設し、天井部分に上部固定手段を配設し、側端部分に
側部固定手段を配設し、 上記下部固定手段の背面側と上部固定手段の前面側との
間に、パネル材の側縁を支えるジョイナーを設けると共
に、該ジョイナーに対してスタビライザーを後方へ向け
て直交状に設け、 上記各固定部材にパネル材の各縁部を臨ませると共に、
当該パネル材の各縁部を押縁で止着することを特徴とす
る地下二重壁の施工法。1. A lower fixing means is provided on a floor surface portion of an underground structure, an upper fixing means is provided on a ceiling portion, and a side fixing means is provided on a side end portion. Between the back side and the front side of the upper fixing means, a joiner that supports the side edge of the panel material is provided, and a stabilizer is provided in a direction orthogonal to the joiner toward the rear side, and each fixing member is provided with the panel material of the panel material. While facing each edge,
A method for constructing an underground double wall, characterized in that each edge of the panel material is fixed by a ridge.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP4284942A JPH06108480A (en) | 1992-10-01 | 1992-10-01 | Construction of undergrouns double-wall |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP4284942A JPH06108480A (en) | 1992-10-01 | 1992-10-01 | Construction of undergrouns double-wall |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| JPH06108480A true JPH06108480A (en) | 1994-04-19 |
Family
ID=17685067
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP4284942A Pending JPH06108480A (en) | 1992-10-01 | 1992-10-01 | Construction of undergrouns double-wall |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPH06108480A (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US7041797B2 (en) | 2001-10-31 | 2006-05-09 | Spin'tec Engineering Gmbh | Precursor silk feedstock for forming filaments |
-
1992
- 1992-10-01 JP JP4284942A patent/JPH06108480A/en active Pending
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US7041797B2 (en) | 2001-10-31 | 2006-05-09 | Spin'tec Engineering Gmbh | Precursor silk feedstock for forming filaments |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| US2317634A (en) | Building construction | |
| US3623288A (en) | Prefabricated building construction | |
| US5673529A (en) | Stone cladding system | |
| US4052829A (en) | Semi-prefabricated monolithic steel-reinforced cement building construction | |
| US3568391A (en) | Casing bead for use in a joint construction | |
| US5934039A (en) | Apparatus and method for dimensionally uniform building construction using interlocking connectors | |
| US5826388A (en) | Composite insulating drainage wall system | |
| US4176504A (en) | Weather proof sandwich panel floor attachment device | |
| US3736709A (en) | Building system | |
| CN108824648B (en) | Space Modular House | |
| US20040040234A1 (en) | Constructional element, building system and method of construction | |
| US20240200328A1 (en) | Prefabricated structural panel, manufacturing method and structural system | |
| US1963410A (en) | Building unit | |
| CN117027315B (en) | Exterior wall masonry decorative structure | |
| GB2200383A (en) | Engineered housing | |
| RU2713847C1 (en) | Prefabricated frame building | |
| JPH0622020Y2 (en) | Building panel | |
| JP2840140B2 (en) | House floor structure | |
| JP4434425B2 (en) | Exterior wall construction method | |
| JP4047289B2 (en) | PC curtain wall and building equipped with the same | |
| JPH0762381B2 (en) | Outer wall structure | |
| RU2298616C2 (en) | Movable building | |
| JPH08253970A (en) | Building unit | |
| JPH08193382A (en) | Carbon-buried building panel utilizing honeycomb | |
| JP2003090085A (en) | Exterior wall base panel and unit building construction method using the same |