JPH0411042Y2 - - Google Patents
Info
- Publication number
- JPH0411042Y2 JPH0411042Y2 JP12352787U JP12352787U JPH0411042Y2 JP H0411042 Y2 JPH0411042 Y2 JP H0411042Y2 JP 12352787 U JP12352787 U JP 12352787U JP 12352787 U JP12352787 U JP 12352787U JP H0411042 Y2 JPH0411042 Y2 JP H0411042Y2
- Authority
- JP
- Japan
- Prior art keywords
- base member
- shaped
- support
- wall
- double wall
- 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
Links
- 239000000463 material Substances 0.000 claims description 34
- 239000004568 cement Substances 0.000 claims description 6
- 239000011810 insulating material Substances 0.000 claims description 4
- 238000009413 insulation Methods 0.000 claims description 2
- 238000001125 extrusion Methods 0.000 claims 2
- 230000035515 penetration Effects 0.000 claims 1
- 239000002984 plastic foam Substances 0.000 claims 1
- 230000005494 condensation Effects 0.000 description 5
- 238000009833 condensation Methods 0.000 description 5
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 5
- 239000000853 adhesive Substances 0.000 description 4
- 230000001070 adhesive effect Effects 0.000 description 4
- 239000002689 soil Substances 0.000 description 4
- 238000010276 construction Methods 0.000 description 3
- 239000004570 mortar (masonry) Substances 0.000 description 3
- 239000004567 concrete Substances 0.000 description 2
- 238000010586 diagram Methods 0.000 description 2
- 230000000694 effects Effects 0.000 description 2
- 239000006260 foam Substances 0.000 description 2
- 230000035699 permeability Effects 0.000 description 2
- 239000011150 reinforced concrete Substances 0.000 description 2
- 229920003002 synthetic resin Polymers 0.000 description 2
- 239000000057 synthetic resin Substances 0.000 description 2
- 238000010521 absorption reaction Methods 0.000 description 1
- 230000008602 contraction Effects 0.000 description 1
- 239000013078 crystal Substances 0.000 description 1
- 238000005553 drilling Methods 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 230000002452 interceptive effect Effects 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 238000000465 moulding Methods 0.000 description 1
Landscapes
- Building Environments (AREA)
- Load-Bearing And Curtain Walls (AREA)
Description
【考案の詳細な説明】
〔産業上の利用分野〕
本考案は、地下室を湿気の少ない状態として居
住性を高めるドライエリア用二重壁に関する。[Detailed Description of the Invention] [Industrial Field of Application] The present invention relates to a double wall for dry areas that improves livability by keeping basements in a low-humidity state.
近年市街地の地価が高騰し、建築物は高層化す
るとともに、地下室も階数を増して、床面積を大
きくしている。上記地下室を形成する鉄筋コンク
リート壁体(以下RCという)の外側は土に直接
接しているので、RC内面は、年間を通してほぼ
同じ土の温度と等しくなる。したがつて、室内の
温度が上記RC内面より大幅に高いと、室内の空
気が、冷えたRC内面に接して露点以下となり、
RC内面に結露する。
In recent years, land prices in urban areas have skyrocketed, and buildings are becoming taller, and basements are also increasing in number of floors and increasing their floor space. Since the outside of the reinforced concrete walls (hereinafter referred to as RC) that form the above-mentioned basement are in direct contact with the soil, the temperature of the inside of the RC is approximately the same as that of the soil throughout the year. Therefore, if the indoor temperature is significantly higher than the RC inner surface, the indoor air will come into contact with the cold RC inner surface and drop below the dew point.
Condensation forms on the inside of the RC.
従来これを避けるため、第12図に示すよう
に、外側の土1に接しているRC2の内面と間隔
をおいて室内3側にコンクリートブロツク(以下
CBという)4のような透湿性材料を積上げて内
壁5を形成する。この状態においては、内壁5の
室内3側の面5aには結露せず室内3の湿気は内
壁5を透過してRC2面に結露する。通常、この
結露水は、RC内面と内壁5の間の底部に設けら
れた水路6に導かれ排出される。また、RC2の
土1側から漏水があつた場合にもこの水路6が使
用される。 Conventionally, in order to avoid this, as shown in Figure 12, a concrete block (hereinafter referred to as
The inner wall 5 is formed by piling up moisture-permeable materials such as 4 (referred to as CB). In this state, no dew condensation occurs on the surface 5a of the inner wall 5 on the indoor 3 side, but the moisture in the room 3 passes through the inner wall 5 and condenses on the RC2 surface. Normally, this condensed water is led to and discharged into a water channel 6 provided at the bottom between the RC inner surface and the inner wall 5. This waterway 6 is also used when water leaks from the soil 1 side of RC2.
しかし、上記CB4を積上げて内壁5をつくる
には、目地にモルタルを詰めねばならず、また積
重ねて一定の高さ以上となる場合には、途中に鉄
筋コンクリートの臥梁7を設けて、RC2と接続
補強しなければならず、湿気の多い悪環境下の人
手を要する作業となつている。また、CB4の厚
さも10cm以上あり、背部に目地モルタルが落ち、
水路に入り流れが悪くなるので、内壁5を水路6
から所定の距離8を設けてつくらなければなら
ず、地下室の使用可能な床面積を狭める不都合が
あつた。
However, in order to build up the inner wall 5 by stacking the CB4, it is necessary to fill the joints with mortar, and if the stacking exceeds a certain height, a reinforced concrete girder 7 is provided in the middle to form the RC2. Connections must be reinforced, which requires manual labor in a humid and harsh environment. In addition, the thickness of CB4 is over 10 cm, and the joint mortar falls on the back.
Since it enters the waterway and the flow becomes poor, the inner wall 5 is connected to the waterway 6.
It had to be built at a predetermined distance 8 from the base, which had the disadvantage of reducing the usable floor space of the basement.
本考案者らは、上記CB4に代わるものについ
て探索を行ない、一般的にセメント成形板は吸放
水を伴ない寸法の伸縮が大きく、地下室のような
高湿度の場所には適さないが、オートクレーブ養
生したセメント成形板は緻密な結晶を有し、透湿
性が高く、透水性、吸水性は低く、寸法変化も少
なく、さらに強度が高く比較的厚みの薄い板状成
形体が得られることに着目した。 The present inventors searched for an alternative to the above CB4, and found that generally cement molded boards do not absorb or release water and undergo large expansion and contraction in dimensions, making them unsuitable for high-humidity locations such as basements, but they are suitable for autoclave curing. We focused on the fact that the cement molded plates produced by this method have dense crystals, have high moisture permeability, low water permeability and water absorption, and little dimensional change, and can yield plate-shaped molded products with high strength and relatively thin thickness. .
上記オートクレーブ養生したセメント系板状成
形体をRC2面に間隔をおいて取付けるには、第
13図に示すように、RC2面に上記オートクレ
ーブ養生したセメント系板状成形体(以下内壁板
という)11の寸法に合わせて地下柱12を突設
し、背面支持下地材13を上記RC2面に配置固
定して内壁板11を配設し、その両側縁を地下柱
12に留具14によつて留付けることによつて強
固な内壁5が形成される。上記背面支持下地材1
3は通常接着剤15によつてRC2、内壁板11
の対向する面に接着される。 In order to attach the autoclave-cured cement-based plate-shaped molded bodies on the two RC surfaces at intervals, as shown in FIG. An underground column 12 is protruded according to the dimensions of By attaching it, a strong inner wall 5 is formed. Above back support base material 1
3 is usually attached to RC2 and inner wall board 11 with adhesive 15.
are glued to opposite sides of the
しかし、RC2面の温度が室内3の温度より低
い場合、上記背面支持下地材の熱伝導がよいと、
これが冷橋を構成し、内壁板11面に結露を生ず
る。これを避けるため、背面支持下地材13とし
て合成樹脂系発泡体を用いることにより冷橋とな
るのを防止するとともに、下地材としての機能を
持たせることが可能となるが、この方法による
と、地下柱12,12の間隔が狭く、数が多くな
つて費用が嵩むばかりでなく、これらが冷橋を構
成し易い欠点を生ずる。 However, if the temperature of the RC2 side is lower than the temperature of the room 3, if the heat conduction of the back support base material is good,
This constitutes a cold bridge and causes dew condensation on the inner wall plate 11 surface. In order to avoid this, by using a synthetic resin foam as the back support base material 13, it is possible to prevent cold bridges and to have a function as a base material. The spacing between the underground pillars 12, 12 is narrow, and the number of underground pillars increases, which not only increases costs, but also causes the disadvantage that they tend to form a cold bridge.
本考案は上記の事情に鑑み、地下柱12の間隔
が内壁板11の寸法に拘束されずに形成でき、
RC2面と間隔をおいて自由に形成可能なドライ
エリア用二重壁を提供することを目的とする。 In view of the above circumstances, the present invention allows the spacing of the underground columns 12 to be formed without being restricted by the dimensions of the inner wall board 11,
The purpose of this invention is to provide a double wall for a dry area that can be freely formed at an interval from two RC surfaces.
本考案は上記の目的を達成すべくなされたもの
で、その要旨は、地下室を形成する壁体の面に、
間隔をおいて内壁が設けられたドライエリア用二
重壁において、内壁を形成するオートクレーブ養
生したセメント系材料の板状成形体の背面を、上
記壁体面に一方の縁が取付けられた板状柱形の背
面支持下地材の他方の縁で支持し、板状成形体同
志の縦接合部を、上記壁体面に、地下室床面に対
して垂直な線に沿つて基部が取付けられて突設さ
れ、先端部に2つのナツトが螺合された複数の支
持ボルトを設け、これら支持ボルトのそれぞれの
ナツトを用いて、直接或は間接的に柱状の下地部
材を固定した接合部支持下地材によつて支持した
ドライエリア用二重壁にある。
This invention was made to achieve the above-mentioned purpose, and its gist is that on the surface of the wall forming the basement,
In a double wall for a dry area with inner walls provided at intervals, the back side of the plate-shaped molded body of an autoclave-cured cement material forming the inner wall is attached to a plate-shaped column with one edge attached to the wall surface. The base material is supported by the other edge of the base material supporting the back of the basement, and the vertical joints of the plate-shaped moldings are attached to the wall surface along a line perpendicular to the basement floor surface and protrude. , a plurality of support bolts each having two nuts screwed together at the tips are provided, and a column-shaped base member is directly or indirectly fixed using the respective nuts of these support bolts. Double walled for dry area with support.
本考案のドライエリア用二重壁は、透湿性の内
壁板を背面支持下地材および接合部支持下地材に
よつて、RC面より所定の間隔をおいて支持固定
しているので、施工が容易で冷橋となる部分が極
めて少なく内壁の表面に結露を発生することがな
い。
The double wall for dry areas of this invention is easy to install because the moisture-permeable inner wall board is supported and fixed at a predetermined interval from the RC surface by the back support base material and the joint support base material. There are very few cold bridges and no condensation occurs on the inner wall surface.
第1図ないし第3図は、本考案に係るドライエ
リア用二重壁の一実施例を示すもので、第1図は
横断面、第2図、第3図はそれぞれ背面支持下地
材13、接合部支持下地材15部分の縦断面図
で、第12図、第13図と同一部分には同一符号
を付してその説明を省略する。
1 to 3 show an embodiment of a double wall for a dry area according to the present invention, in which FIG. 1 is a cross section, and FIGS. 2 and 3 are a back support base material 13, This is a longitudinal cross-sectional view of the joint support base material 15, and the same parts as in FIGS. 12 and 13 are given the same reference numerals, and their explanation will be omitted.
下地柱12,12の間隔は、内面板11の寸法
に拘束されることなく、地下室形成に必要な間隔
で設けてよいが、内壁板11を切断するなどのわ
ずらわしさを避けるため、その間隔が内壁板11
の縦の長さの2以上の整数倍であることが好まし
い。 The spacing between the base pillars 12, 12 may be set as necessary for forming the basement without being restricted by the dimensions of the inner wall board 11, but in order to avoid the trouble of cutting the inner wall board 11, the interval may be Inner wall board 11
It is preferable that the length is an integral multiple of 2 or more.
RC2の面に内壁板11を取付けて内壁5を形
成するには、内壁板11の背面位置のRC面に背
面支持下地材13の一方の縁を接着剤15によつ
て接着固定する。また、内壁板11,11の接合
部分に相当するRC2面の床面16に垂直な線に
沿つて、所定の間隔をおいて、支持ボルト17の
基部を、支持ボルト17がRC2面に対して垂直
となるように立込み固定する。これら支持ボルト
17…の先端にそれぞれ2個のナツト17a,1
7aを螺合するとともに、これらのナツト17a
によつて柱状の下地部材18を固定し、接合部支
持下地材19が形成される。 To form the inner wall 5 by attaching the inner wall plate 11 to the surface of the RC 2, one edge of the back support base material 13 is adhesively fixed to the RC surface of the inner wall plate 11 at the back position using an adhesive 15. Also, along a line perpendicular to the floor surface 16 of the RC2 surface corresponding to the joint portion of the inner wall plates 11, 11, the base of the support bolt 17 is connected at a predetermined interval to the RC2 surface. Fix it vertically. Two nuts 17a, 1 are attached to the tips of these support bolts 17, respectively.
7a, and these nuts 17a.
By fixing the columnar base member 18, a joint support base member 19 is formed.
次いで、内壁板11の一方の端部を地下柱12
に留具14によつて留付け、内壁板11同志の接
合部20をビスによつて上記接合部支持下地材1
9の下地部材18に留付ける。この際、内壁板1
1の背面と背面支持下地材13の他方端とを接着
剤15によつて接着する。このようにして順次内
壁板11を取付け内壁5が形成される。 Next, one end of the inner wall board 11 is attached to the underground pillar 12.
The joints 20 of the inner wall panels 11 are attached to the base material 1 supporting the joints with screws.
It is fastened to the base member 18 of 9. At this time, the inner wall plate 1
1 and the other end of the back support base material 13 are bonded together with an adhesive 15. In this way, the inner wall plates 11 are sequentially attached to form the inner wall 5.
上記接合部支持下地材19は、支持ボルト17
と、このボルト17の先端に螺合されたナツト1
7aによつて固定された下地部材とによつて構成
されているので、ナツト17aの支持ボルト17
に対する位置を調整することにより、下地部材1
8の内壁板11の接合部20の位置は自由に移動
出来る。また、背面支持下地材13は、合成樹脂
発泡体を用いると、軽量で、成形も容易で、断熱
性もよく、好適に使用できる。さらに、内壁板1
1は、オートクレーブ養生したセメント系材料の
板体を用いてもよいが、第4図に示すように、セ
メント系材料の押出成形によつてつくられた中空
板状体をオートクレーブ養生した中空内壁板21
を用いると、軽量で、かつ充分な強度もあり好ま
しい。 The joint support base material 19 includes support bolts 17
and the nut 1 screwed onto the tip of this bolt 17.
7a, the supporting bolt 17 of the nut 17a is
By adjusting the position relative to the base member 1
The position of the joint portion 20 of the inner wall plate 11 of No. 8 can be freely moved. Further, when the back support base material 13 is made of synthetic resin foam, it is lightweight, easy to mold, and has good heat insulation properties, so it can be suitably used. Furthermore, inner wall board 1
1 may be a plate made of a cement material cured in an autoclave, but as shown in FIG. 21
It is preferable to use it because it is lightweight and has sufficient strength.
また上記説明においては、地下柱12を利用し
て内壁を取付けたが、上記背面支持下地材13、
接合部支持下地材19のみを用い、地下柱12に
依存しなくても容易に内壁を形成することができ
る。 Further, in the above explanation, the inner wall was attached using the underground pillar 12, but the back support base material 13,
The inner wall can be easily formed using only the joint support base material 19 without depending on the underground pillar 12.
第5図ないし第11図は、接合部支持下地材1
9の各種実施例を示すもので、支持ボルト17の
先端ナツトによつて固定される下地部材18の種
種な形状を示すものである。すなわち、第5図
は、横断面がコ字形の両端を対向して折曲した形
状の柱状下地部材18をナツト17aに挾持され
た2枚の板体22,22を用いて、上記折曲部2
3を挾持締結したもの、第6図は、横断面コ字形
の柱状の支持部材18aと、横断面コ字形の柱状
で、上記支持部材18aの両側部と両側部が当接
する寸法の留付け部材18bを上記両側部を合わ
せて、ボルト24で締結して下地部材18を形成
し、上記支持部材18aの背部に穿孔して上記支
持ボルト17に固定したもの、第7図は、横断面
L字形の柱状支持部材18aの一方の面に穿孔し
て支持ボルト17に固定し、横断面コ字形の柱状
留付け部材18bの一方の側部と、上記支持部材
の他方の面とをボルト24によつて接合して下地
部材18を構成したもの、第8図は、第7図のコ
字形留付け部材の代りに、横断面がL字形柱状の
留付け部材18bを用いたもの、第9図は、横断
面コ字形の下地部材18の一方の側部を支持ボル
ト17に係止したものである。また、第10図
は、下地部材18の内壁板11に当接する面にゴ
ム等の断熱材25を設けたもの、第11図は、支
持ボルト17にナツト17aを用いて下地部材1
8を締結する際に、ワツシヤ26およびゴムなど
の断熱材25を介して係止したもので、いずれ
も、冷橋をさらに減少させるものである。 Figures 5 to 11 show the joint support base material 1.
9, which shows various shapes of the base member 18 fixed by the nut at the end of the support bolt 17. That is, FIG. 5 shows a columnar base member 18 having a U-shaped cross section and bent opposite ends, using two plates 22, 22 held by a nut 17a, to form the above-mentioned bent portion. 2
Fig. 6 shows a column-shaped support member 18a with a U-shaped cross section, and a column-shaped fastening member with a U-shaped cross section and dimensions such that both sides of the support member 18a come into contact with each other. 18b are joined together on both sides and fastened with bolts 24 to form a base member 18, which is fixed to the support bolt 17 by drilling a hole in the back of the support member 18a. FIG. 7 shows an L-shaped cross section. A hole is drilled in one surface of the columnar support member 18a and fixed to the support bolt 17, and one side of the columnar fastening member 18b having a U-shaped cross section and the other surface of the support member are connected with the bolt 24. Fig. 8 shows a case in which a fastening member 18b having an L-shaped columnar cross section is used instead of the U-shaped fastening member in Fig. 7, and Fig. 9 shows , one side of a base member 18 having a U-shaped cross section is secured to a support bolt 17. 10 shows a base member 18 in which a heat insulating material 25 such as rubber is provided on the surface that contacts the inner wall plate 11, and FIG. 11 shows a base member 18 with a nut 17a attached to the support bolt 17.
8, they are locked through a washer 26 and a heat insulating material 25 such as rubber, both of which further reduce cold bridges.
上記接合部支持下地材は、それぞれの状況によ
つて選択使用される。 The above-mentioned joint support base material is selected and used depending on each situation.
以上述べたように、本考案に係るドライエリア
用二重壁は、オートクレーブ養生した透湿性の内
壁板を使用しているので、内壁板表面に結露する
ことなく、内壁は、内壁板を地下室を形成する壁
体面に設けられた背面支持下地材および接合部支
持下地材に取付ければ形成されるので、現場施工
が容易で、例えば工期をCBによる工法の1/2に短
縮し得る。また地下柱に依存せず、目地モルタル
を使用しないので、水路に近接して内壁をつくつ
ても、水路の流れを妨げることなく、地下室の利
用可能な面積を広くすることが出来るなど、多く
の長所を有するものである。
As mentioned above, the double wall for dry areas according to the present invention uses moisture-permeable inner wall plates cured in an autoclave, so there is no condensation on the surface of the inner wall plates. Since it is formed by attaching it to the back support base material and joint support base material provided on the wall surface to be formed, on-site construction is easy and, for example, the construction period can be shortened to half that of the CB construction method. In addition, since it does not rely on underground pillars and does not use joint mortar, it is possible to increase the usable area of the basement without interfering with the flow of the waterway even if the inner wall is built close to the waterway. It has its advantages.
第1図ないし第3図は本考案に係るドライエリ
ア用二重壁の一実施例を示すもので、第1図は横
断面平面図、第2図は第1図の−線矢視縦断
面図、第3図は第1図の−線矢視縦断面図、
第4図は中空内壁板の斜視図、第5図ないし第1
1図は接合部支持下地材の各種例を示す横断面平
面図、第12図は従来のドライエリア用二重壁の
一例を示す図、第13図はオートクレーブ養生内
壁板を用いた二重壁であるが、冷え橋等が多い例
を示す図である。
1……土、2……地下室を形成する壁体
(RC)、3……室内、4……コンクリートブロツ
ク(CB)、5……内壁、5a……室内側の面、6
……水路、11……オートクレーブ養生した板状
成形体(内壁板)、12……地下柱、13……背
面支持下地材、14……留具、15……接着剤、
16……床面、17……支持ボルト、17a……
ナツト、18……下地部材、18a……支持部
材、18b……留付け部材、19……接合部支持
下地材、20……接合部、21……中空内壁板、
22……板体、23……折曲部、24……ボル
ト、25……断熱材、26……ワツシヤ。
1 to 3 show an embodiment of a double wall for a dry area according to the present invention, FIG. 1 is a cross-sectional plan view, and FIG. Figure 3 is a longitudinal sectional view taken along the - line arrow in Figure 1;
Figure 4 is a perspective view of the hollow inner wall plate, Figures 5 to 1
Figure 1 is a cross-sectional plan view showing various examples of joint support base materials, Figure 12 is a diagram showing an example of a conventional double wall for dry areas, and Figure 13 is a double wall using autoclave-cured inner wall plates. However, this is a diagram showing an example in which there are many cold bridges. 1...Soil, 2...Wall forming a basement (RC), 3...Indoor, 4...Concrete block (CB), 5...Inner wall, 5a...Indoor surface, 6
... Waterway, 11 ... Autoclave-cured plate-shaped molded body (inner wall board), 12 ... Underground column, 13 ... Back support base material, 14 ... Fastener, 15 ... Adhesive,
16... Floor surface, 17... Support bolt, 17a...
Nut, 18... Base member, 18a... Support member, 18b... Fastening member, 19... Joint support base material, 20... Joint part, 21... Hollow inner wall board,
22... Plate body, 23... Bent portion, 24... Bolt, 25... Insulating material, 26... Washer.
Claims (1)
内壁が設けられたドライエリア用二重壁におい
て、内壁を形成するオートクレーブ養生したセ
メント系材料の板状成形体の背面を、上記壁体
面に一方の縁が取付けられた板状柱形の背面支
持下地材の他方の縁で支持し、板状成形体同志
の縦接合部を、上記壁体面に、地下室床面に対
して垂直な線に沿つて基部が取付けられて突設
され、先端部に2つのナツトが螺合された複数
の支持ボルトを設け、これら支持ボルトのそれ
ぞれのナツトを用いて、直接或は間接的に柱状
の下地部材を固定した接合部支持下地材によつ
て支持したことを特徴とするドライエリア用二
重壁。 (2) オートクレーブ養生したセメント系材料の板
状成形体が、セメント系材料の押出成形によつ
てつくられた、押出方向に多数の平行な貫通が
設けられた中空板体をオートクレーブ養生した
板状成形体である実用新案登録請求の範囲第1
項記載のドライエリア用二重壁。 (3) 背面支持下地材が、プラスチツク発泡体の背
面支持下地材である実用新案登録請求の範囲第
1項または第2項記載のドライエリア用二重
壁。 (4) 下地部材が、2つのナツトによつて直接或は
間接的に支持された支持部材と、この支持部材
に沿つて一体化され、上記板状成形体の縦接合
部分が係止される留付け部材とによつて構成さ
れた下地部材である実用新案登録請求の範囲第
1,2,3項いずれかに記載のドライエリア用
二重壁。 (5) 下地部材が、2つのナツトによつて挾持され
たほぼ中央に穿孔された2枚の板体の間で、横
断面がコ字形の両端を対向して折り曲げた形状
の柱状体の上記折り曲げ部を挾持締結した下地
部材である実用新案登録請求の範囲第1,2,
3項いずれかに記載のドライエリア用二重壁。 (6) 下地部材が、背部に穿孔され、支持ボルトの
2つのナツトによつて挾持固定された横断面コ
字形の柱状の支持部材と、この支持部材の両側
部に両側部が当接する寸法の横断面コ字形の柱
状の留付け部材のそれぞれの両側部を重ね合わ
せてボルト締めした下地部材である実用新案登
録請求の範囲第4項記載のドライエリア用二重
壁。 (7) 下地部材が、一方の面に穿孔され、支持ボル
トの2ケのナツトによつて挾持固定された横断
面L字形の柱状の支持部材と、この支持部材の
他方の面に、横断面がコ字形の柱状の留付け部
材の両側部の一方の面を重ね合わせて当接し、
ボルト締めした下地部材である実用新案登録請
求の範囲第4項記載のドライエリア用二重壁。 (8) 下地部材が、一方の面に穿孔され、支持ボル
トの2ケのナツトによつて挾持固定された横断
面L字形の柱状の支持部材と、この支持部材の
他方の面に、横断面がL字形の柱状の留付け部
材の一方の面を重ね合わせて当接し、ボルト締
めした下地部材である実用新案登録請求の範囲
第4項記載のドライエリア用二重壁。 (9) 下地部材が、断面コ字形の両側の一方の側に
穿孔され、支持ボルトの2ケのナツトに挾持さ
れた下地部材である実用新案登録請求の範囲第
1,2,3項いずれかに記載のドライエリア用
二重壁。 (10) 下地部材が板状成形体接合部分背部に当接す
る面に断熱材層が設けられた下地部材である実
用新案登録請求の範囲第1,2,3,4,5,
6,7,8,9項いずれかに記載のドライエリ
ア用二重壁。 (11) 支持ボルトの2つのナツトが、それぞれワ
ツシヤおよび断熱材層を介して下地部材を挾持
するナツトである実用新案登録請求の範囲第
1,2,3,4,5,6,7,8,9,10項い
ずれかに記載のドライエリア用二重壁。[Scope of Claim for Utility Model Registration] (1) In a double wall for a dry area in which inner walls are provided at intervals on the surface of a wall forming a basement, an autoclave-cured cement-based material plate forming the inner wall. The back side of the shaped molded body is supported by the other edge of a plate-shaped columnar back support base material whose one edge is attached to the wall surface, and the vertical joints of the plate shaped molded bodies are attached to the wall surface. , a plurality of support bolts are provided whose bases are attached and protrude along a line perpendicular to the basement floor surface, and two nuts are screwed together at the tips, and each nut of these support bolts is used to A double wall for a dry area, characterized in that it is supported directly or indirectly by a joint support base material to which a columnar base member is fixed. (2) An autoclave-cured plate-shaped molded body of a cementitious material is an autoclave-cured hollow plate formed by extrusion molding of a cementitious material and has a large number of parallel penetrations in the extrusion direction. Claim 1 for utility model registration, which is a molded article
Double wall for dry areas as described in section. (3) The double wall for a dry area according to claim 1 or 2, wherein the back support base material is a plastic foam back support base material. (4) The base member is integrated along the support member directly or indirectly supported by two nuts, and the vertical joint portion of the plate-shaped molded body is locked. A double wall for a dry area according to any one of claims 1, 2, and 3 of the utility model registration claim, which is a base member constituted by a fastening member. (5) The above-mentioned columnar body in which the base member has a U-shaped cross section and both ends are bent to face each other between two plates held by two nuts and with a hole punched approximately in the center. Scope of utility model registration claims No. 1, 2, which is a base member with a bent part clamped and fastened
Double wall for dry area according to any of item 3. (6) The base member has a pillar-shaped support member with a U-shaped cross section that is punched in the back and is clamped and fixed by two nuts of a support bolt, and has dimensions such that both sides of the base member abut on both sides of the support member. The double wall for a dry area according to claim 4, which is a base member in which both sides of columnar fastening members having a U-shaped cross section are overlapped and bolted together. (7) The base member has a pillar-shaped support member with an L-shaped cross section that is perforated on one side and is clamped and fixed by two nuts of a support bolt, and a columnar support member with a cross section that is L-shaped on the other side of the support member. overlap and abut one side of both sides of the U-shaped columnar fastening member,
The double wall for a dry area according to claim 4 of the utility model registration claim, which is a bolted base member. (8) The base member has a pillar-shaped support member with an L-shaped cross section that is perforated on one side and is clamped and fixed by two nuts of the support bolt, and a columnar support member with a cross section that is L-shaped on the other side of the support member. The double wall for a dry area according to claim 4, which is a base member in which one side of an L-shaped columnar fastening member is overlapped and abutted, and is bolted. (9) Any of Claims 1, 2, or 3 of the Utility Model Registration Claim, in which the base member is a base member that has a U-shaped cross section, has a hole drilled on one side, and is held by two nuts of a support bolt. Double walls for dry areas as described in. (10) Scope of Utility Model Registration Claims No. 1, 2, 3, 4, 5, where the base member is a base member with a heat insulating material layer provided on the surface that abuts the back of the joined part of the plate-shaped molded body.
The double wall for dry areas according to any one of items 6, 7, 8, and 9. (11) Utility model registration claims Nos. 1, 2, 3, 4, 5, 6, 7, and 8, in which the two nuts of the support bolt are nuts that clamp the base member through the washer and the insulation layer, respectively. , 9 or 10. Double wall for dry area.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP12352787U JPH0411042Y2 (en) | 1987-08-12 | 1987-08-12 |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP12352787U JPH0411042Y2 (en) | 1987-08-12 | 1987-08-12 |
Publications (2)
Publication Number | Publication Date |
---|---|
JPS6427308U JPS6427308U (en) | 1989-02-16 |
JPH0411042Y2 true JPH0411042Y2 (en) | 1992-03-18 |
Family
ID=31372461
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP12352787U Expired JPH0411042Y2 (en) | 1987-08-12 | 1987-08-12 |
Country Status (1)
Country | Link |
---|---|
JP (1) | JPH0411042Y2 (en) |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP2011117127A (en) * | 2009-11-30 | 2011-06-16 | Jsp Corp | Method for constructing double wall |
-
1987
- 1987-08-12 JP JP12352787U patent/JPH0411042Y2/ja not_active Expired
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP2011117127A (en) * | 2009-11-30 | 2011-06-16 | Jsp Corp | Method for constructing double wall |
Also Published As
Publication number | Publication date |
---|---|
JPS6427308U (en) | 1989-02-16 |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
US4224774A (en) | Composite building elements | |
KR100436562B1 (en) | Structural member for building and method for forming a structure for building | |
JP2000504798A (en) | In particular, lightweight structural elements for constructing buildings and construction methods thereof | |
JP7348363B2 (en) | Insulated structures and buildings | |
KR20060093365A (en) | Method for manufacture and the outer wall of building | |
JPH0411042Y2 (en) | ||
JP7115922B2 (en) | Insulated structures and buildings | |
US20210164172A1 (en) | Ground Stabilization Grid | |
JPH02225745A (en) | External wall panel and installation structure therefor | |
JPH04309636A (en) | Building panel, wooden building made up of this panel, and its construction method | |
KR200384125Y1 (en) | The outer wall of building | |
JPH066545U (en) | Roof panel | |
JP2509248Y2 (en) | Roof insulation structure | |
KR200241322Y1 (en) | Adiabatic mat made of synthetic resin for construct | |
JPH0741769Y2 (en) | Ceramics bearing wall | |
JPH041237Y2 (en) | ||
JP2575466Y2 (en) | Thermal insulation panel | |
JPS634739Y2 (en) | ||
KR100526695B1 (en) | Synthetic tile mount method of outer wall for building | |
KR200263064Y1 (en) | wall structure of bathroom | |
JPH10102830A (en) | Exterior material | |
JP3721666B2 (en) | Formwork member having attachment means and method for forming concrete wall | |
KR200295292Y1 (en) | Assembling panel for non-endurance wall of architecture | |
JPS6219777Y2 (en) | ||
KR20210023654A (en) | Framework of multistory Korean-style building made up of steel-frame structure and having appearance of traditional Korean-style house |