JPS59233053A - Wall structure - Google Patents
Wall structureInfo
- Publication number
- JPS59233053A JPS59233053A JP10646683A JP10646683A JPS59233053A JP S59233053 A JPS59233053 A JP S59233053A JP 10646683 A JP10646683 A JP 10646683A JP 10646683 A JP10646683 A JP 10646683A JP S59233053 A JPS59233053 A JP S59233053A
- Authority
- JP
- Japan
- Prior art keywords
- wall
- spacing
- present
- interval
- wall structure
- 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
Landscapes
- Refuge Islands, Traffic Blockers, Or Guard Fence (AREA)
- Load-Bearing And Curtain Walls (AREA)
Abstract
(57)【要約】本公報は電子出願前の出願データであるた
め要約のデータは記録されません。(57) [Summary] This bulletin contains application data before electronic filing, so abstract data is not recorded.
Description
【発明の詳細な説明】
この発明は、柱を省いた家屋を建築する場合とか、畷外
にへいまたけ擁壁などを構築する場合に用いられるよう
にした建築用あるいは土木用の壁構造に関する。[Detailed Description of the Invention] The present invention relates to a wall structure for construction or civil engineering, which is used when building a house without pillars, or when constructing a retaining wall across a fence. .
従来の建築用壁構造は、構造物の荷重を柱とか梁等のl
i%II組に支持せしめ、壁は軸組が形成する空間をふ
さぐためのみに用いることが一般に行われている。また
へいや擁壁は、補強材とモルタルを介して積み一ヒけた
多数のブロックを固定したり、表笈2枚の型枠の間1(
補強材を介設し、コンクリートを流し込んで構築するこ
とが一般的である。前者は軸組と壁を二重に構築する必
要があって施工に手数を要し、コスト高になる欠点があ
り、また後者にも同様の欠点がある。In conventional architectural wall structures, the load of the structure is transferred to columns, beams, etc.
Generally, the frame is supported by the i%II set, and the wall is used only to close the space formed by the frame. In addition, a retaining wall can be constructed by fixing a large number of stacked blocks using reinforcing materials and mortar, or by fixing a large number of stacked blocks together using reinforcing materials and mortar.
It is generally constructed by inserting reinforcing materials and pouring concrete. The former has the drawback of requiring double construction of the framework and walls, which requires time and effort to construct, and increases costs; the latter also has the same drawback.
本発明は、上記従来の欠点を除去するために1コンクリ
ート等により予め作製した2枚の壁面材の双方または表
裏いずれか一方の壁面材に、構造物の全荷重に耐えられ
る強度を保有せしめ、この2枚の壁面材を互いの間に任
意の間隔をおいて対向立設するとともに、上記間隔内に
配置した間隔保持材によって互いに締結し、上記間隔内
に充填物を入れるかまたは入れないで構造物を構成する
ことによって、施工に手数を要せず、コストダウンでき
、建築用または土木用に使用できる壁構造を提供したも
のである。In order to eliminate the above-mentioned conventional drawbacks, the present invention makes both or one of the front and back wall materials of two wall materials pre-fabricated from concrete or the like have strength capable of withstanding the full load of the structure, These two wall materials are placed facing each other with an arbitrary interval between them, and are fastened to each other by a spacing member placed within the above-mentioned interval, and a filling material may or may not be placed within the above-mentioned interval. By configuring the structure, a wall structure that does not require any effort in construction, can reduce costs, and can be used for construction or civil engineering purposes is provided.
以下に本発明を図面に示す実施例について説明する。The present invention will be described below with reference to embodiments shown in the drawings.
第1.2図において、(4)■)はそれぞれ予め作製さ
れ、コンクリート(1)とその中に縦横に介在させた補
強筋(2)とからなる軽量コンクリート製の壁面材、(
3)はこの2枚の壁面材(A) 113)を向い合わせ
て立設したltJ]に形成する間隔、(4)はこの間隔
(3)内に充填した充填物、(5)は壁面材(4)の)
のそれぞれの裏面から丁字形に突出し、間隔(3)内に
別に立設した縦の補強筋(2)を介して交互にその先端
を互いに固定されて、上記2枚の壁面材(A)(+31
を所定の間隔(3)で締結する間隔保持材である。In Fig. 1.2, (4) ■) is a lightweight concrete wall material prepared in advance and consisting of concrete (1) and reinforcing bars (2) interposed vertically and horizontally therein;
3) is the gap formed between these two wall materials (A) 113) that are erected facing each other, (4) is the filler filled in this gap (3), and (5) is the wall material. (4))
The two wall materials (A) ( +31
This is a spacer that fastens the parts at a predetermined interval (3).
上記間隔保持材(5)は、第3図に示すように、一方の
壁面材(AIの裏面から突出するねじ杆(5)aの先端
を他方の壁面材の)に貫通させて雌ねじ(5)bにより
ねじ止めしたり、第4図に示すように、一方の壁面材(
A)内にイシサートした基杆部(5)cの先端にT字汗
部(5)dをねじ込むようにしたり、第5図に示すよう
に、それぞれの壁面材(A)@の裏面の対向位置に取付
板付ねじFF 151eを固着して、間隔(3)内で一
組の上記ねじ杆(5)eを共通の雌ねじ(5)fで固定
するなど、その締結手段は色々とある。また前記間隔(
3)内には第5図に示すように充填物(4)を入れない
で空間のまま用いる場合もある。さらに、表裏2枚の壁
面材(A) (B)のいずれか一方にのみ、構造物の全
荷重に耐える強度を保有せしめ、他方はi1記締結材(
5)およびまたけ充填物(4)を介してこの強度を有す
る一方の壁面材に支持させるように用いる場合もある。As shown in FIG. ) b, or as shown in Figure 4, one wall material (
The T-shaped sweat part (5) d is screwed into the tip of the base rod part (5) c placed inside A), or the back side of each wall material (A) @ is opposite to each other as shown in Fig. 5. There are various fastening means, such as fixing the mounting plate screw FF 151e at the position and fixing the set of screw rods (5)e within the interval (3) with a common female screw (5)f. Also, the interval (
3) may be used as a space without filling (4) as shown in FIG. Furthermore, only one of the two wall materials (A) and (B) on the front and back has the strength to withstand the full load of the structure, and the other is the fastening material (i1) (
5) and the straddle filler (4) may be used so as to be supported by one wall material having this strength.
なお、第1図は家屋の壁構造として本発明を用いる場合
の実施例■を示し、第2図はへいに用いる場合の実施例
■を示し、第3図は擁壁に用いる場合の実施例■を示す
。In addition, Fig. 1 shows an embodiment (2) in which the present invention is used as a wall structure of a house, Fig. 2 shows an embodiment (2) in which the present invention is used in a house, and Fig. 3 shows an embodiment (2) in which the present invention is used for a retaining wall. ■ Shows.
以上のようにして本発明は、コンクリート等により予め
作製した2枚の壁面材の双方まだはいずれか一方の壁面
材に、構造物の全荷重に耐えられる強度を保有せしめた
ので、建造物を構築する場合に、柱の使用を可及的に省
くことができ、施工を容易にかつ迅速に行うことができ
るとともにコストダウンできる利点がある。また、へい
あるいは擁壁の構築材として用いる場合にも同様の効果
がある。さらに本発明は、対己=
材およびまだはその間に充填した充填物を結合するよう
にしたので、従来工法の場合と同等の強固な締結ができ
る。As described above, the present invention allows one of the two wall materials pre-fabricated from concrete or the like to have the strength to withstand the entire load of the structure. When constructing the system, the use of pillars can be omitted as much as possible, and the construction can be performed easily and quickly, and the cost can be reduced. Furthermore, similar effects can be obtained when used as a construction material for sheds or retaining walls. Furthermore, in the present invention, since the opposing material and the filler filled between them are bonded, it is possible to achieve a strong connection equivalent to that of the conventional construction method.
さらに本発明を家屋の壁構造として実施する場合に、2
枚の壁面材の間の間隔内に充填物を入れないで通風間隙
としたり、空気層を形成した断熱壁構造として利用する
ことができる。また、該I間隔内に断熱材を充填するこ
ともできる。Furthermore, when implementing the present invention as a wall structure of a house, two
It can be used as a ventilation gap without filling the space between the sheets of wall material, or as an insulating wall structure with an air layer formed therein. Further, a heat insulating material can be filled within the I interval.
なお、このような利用の場合には、特に該間隔内に露出
する間隔保持材の防食のためにステンレス等の耐食性素
材を使用することが望ましい。In this case, it is desirable to use a corrosion-resistant material such as stainless steel to prevent corrosion of the spacing material exposed within the spacing.
図面は本発明の実施例を示すもので、第1図は実施例■
の横断平面図、第2図は実施例■の一部切欠斜視図、第
3図は実施例■の一部切欠斜視図、v14図は間隔保持
材の別の例を示す一部切欠拡大平面図、第5図は充填物
を入れない場合の一部切欠斜視図m1図である。
A、B・・壁面材、1・・コンクリート、2・・補強筋
、3・・間隔、4・・充填物、5・・間隔保持材、5a
・・ねじ汗、5b・・雌ねじ、5C・・基杆部、5d・
・T字杆部、5θ・・取付板付ねじ杆、5f・・雌ねじ
。
313−The drawings show an embodiment of the present invention, and FIG. 1 shows the embodiment
Figure 2 is a partially cutaway perspective view of Example ■, Figure 3 is a partially cutaway perspective view of Example ■, and Figure v14 is a partially cutaway enlarged plane showing another example of the spacing material. FIG. 5 is a partially cutaway perspective view m1 when no filler is inserted. A, B... Wall material, 1... Concrete, 2... Reinforcement bar, 3... Spacing, 4... Filler, 5... Spacing material, 5a
・Screw sweat, 5b・Female thread, 5C・Basic rod part, 5d・
・T-shaped rod part, 5θ...Threaded rod with mounting plate, 5f...Female thread. 313-
Claims (1)
または表、夷いずれか一方の壁面材に、構造物の全荷重
に耐えられる強度を保有せしめ、この2枚の壁面材を互
いの間に任意の間隔をおいて対向立設するとともに、上
記間隔内に配置した間隔保持材によって互いに締結し、
上記間隔内に充填物を入れるかまたは入れないで構造物
を構成するように17たことを特徴とする壁構造。Both or one of the front and back walls of two wall materials made in advance from concrete etc. are made to have the strength to withstand the full load of the structure, and these two wall materials are placed between each other. They are arranged facing each other at an arbitrary interval, and are fastened to each other by a spacing member arranged within the above-mentioned interval,
17. A wall structure, characterized in that the structure is constructed with or without a filler within said spacing.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP10646683A JPS59233053A (en) | 1983-06-14 | 1983-06-14 | Wall structure |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP10646683A JPS59233053A (en) | 1983-06-14 | 1983-06-14 | Wall structure |
Publications (1)
Publication Number | Publication Date |
---|---|
JPS59233053A true JPS59233053A (en) | 1984-12-27 |
Family
ID=14434328
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP10646683A Pending JPS59233053A (en) | 1983-06-14 | 1983-06-14 | Wall structure |
Country Status (1)
Country | Link |
---|---|
JP (1) | JPS59233053A (en) |
Citations (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPS57108327A (en) * | 1980-12-26 | 1982-07-06 | Yamashita Joji | Construction of retaining wall |
-
1983
- 1983-06-14 JP JP10646683A patent/JPS59233053A/en active Pending
Patent Citations (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPS57108327A (en) * | 1980-12-26 | 1982-07-06 | Yamashita Joji | Construction of retaining wall |
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