JPH0227066Y2 - - Google Patents
Info
- Publication number
- JPH0227066Y2 JPH0227066Y2 JP1982160172U JP16017282U JPH0227066Y2 JP H0227066 Y2 JPH0227066 Y2 JP H0227066Y2 JP 1982160172 U JP1982160172 U JP 1982160172U JP 16017282 U JP16017282 U JP 16017282U JP H0227066 Y2 JPH0227066 Y2 JP H0227066Y2
- Authority
- JP
- Japan
- Prior art keywords
- wall
- core material
- pillars
- intervals
- appropriate
- 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
Landscapes
- Load-Bearing And Curtain Walls (AREA)
Description
【考案の詳細な説明】
本考案は建物に壁を能率良く施工出来る可搬式
土壁ブロツクに係るものにして、その構成を添付
図面に示す一実施例について詳述すると次の通り
である。[Detailed Description of the Invention] The present invention relates to a portable earthen wall block that can efficiently construct walls on buildings, and one embodiment of the construction thereof is shown in the accompanying drawings and will be described in detail as follows.
建築構造体の柱1間に丁度嵌め込まれる間隔を
置いて左右に配したアングル材を使用した取付縦
桟2間に、適当な上下間隔を置いて多段にぬき材
3を横架すると共に適当な大きさの網目4を形成
した壁芯材5を付設し、このぬき材3及び壁芯材
5上に仕上壁層6を除く壁下地層7を形成せし
め、左右の取付縦桟2の柱の内側面に当接する側
片に取付孔8を設けたことを特徴とするものであ
る。 Between vertical installation beams 2 made of angle materials placed on the left and right at intervals that fit between the pillars 1 of the building structure, horizontally suspend timbers 3 in multiple stages at appropriate vertical intervals. A wall core material 5 having a mesh 4 of the same size is attached, and a wall base layer 7 excluding the finishing wall layer 6 is formed on the core material 3 and the wall core material 5, and the columns of the left and right vertical mounting beams 2 are attached. It is characterized in that a mounting hole 8 is provided in the side piece that abuts the inner surface.
図面は取付縦桟2を断面L字形のアングル材で
形成し、その一側片に取付孔8を適当間隔を置い
て穿設し、他側片にぬき材3のそれぞれの端部を
止着部材9により止着してぬき材3をアングル材
間に多段に横架した場合を示している。 In the drawing, the vertical mounting beam 2 is formed of an angle material with an L-shaped cross section, mounting holes 8 are bored at appropriate intervals in one side piece, and each end of the punched material 3 is fixed to the other side piece. A case is shown in which a member 9 is used to securely fasten the punched material 3 between the angle members in multiple stages.
また図面は壁芯材5を竹とヨシとを適当な大き
さの網目4を有する格子状に組み合わせ、その各
交叉部を紐で縛着することにより形成し、かかる
壁芯材5をぬき材3に固定し、更にこの壁芯材5
に壁下地層7として荒壁土を適当な厚みで塗りつ
けた場合を示している。 In addition, the drawing shows that the wall core material 5 is formed by combining bamboo and reeds into a lattice shape having meshes 4 of appropriate size, and binding each intersecting part with a string. 3, and then this wall core material 5
The figure shows the case where rough wall soil is applied to an appropriate thickness as the wall base layer 7.
尚、図面に示さないが、本土壁ブロツクの運搬
を便利とするように吊上金具を適当箇所に付設し
ても同様である。 Although not shown in the drawings, the same effect can be achieved by attaching lifting fittings at appropriate locations to facilitate transportation of the main wall block.
図中符号10は壁に耐震性を与える筋かい、1
1は土台、12は取付縦桟2を柱1に止着する止
着具である。 The code 10 in the figure is a brace that provides earthquake resistance to the wall, 1
1 is a base, and 12 is a fastening tool for fastening the vertical mounting beam 2 to the pillar 1.
従来建築物にこまい土壁などの真壁を施工する
には、その建築現場において作業者が柱間に架設
されているぬき材やこまい材に下地塗りや中塗り
や仕上げ塗りなどの壁塗り作業を幾度か施して真
壁を形成しているが、まえの壁層がある程度乾燥
しないうちはその上に重ねて壁塗りを施すことが
出来ないため、壁全体を完成するに数箇月もの長
期間を有し、且つ手間がかかるなどの欠点があつ
た。 Traditionally, in order to construct true walls such as Komai earthen walls on a building, workers at the construction site apply wall coating work such as base coating, intermediate coating, and finishing coating to the bare wood and Komai wood installed between the pillars. A true wall is formed by applying it several times, but it takes several months to complete the entire wall because it is not possible to apply another layer of wall paint on top of it until the previous wall layer has dried to a certain extent. However, it had drawbacks such as being time-consuming and time-consuming.
本考案はかかる欠点を解消するもので上述のよ
うに構成したから、建築構造物の柱1の間に本土
壁ブロツクにより壁を構成するには、先ず、予め
製作した本土壁ブロツクを建築現場に搬入したう
え所要の柱1の間に垂直状態に嵌め込み、次に左
右の取付縦桟2をそれぞれ左右の柱1の側面適当
位置に止着具12により止着し、第3に、柱1間
に据え立てられている壁下地層7上に仕上壁層6
を壁塗りして乾繰させればよい。 The present invention solves such drawbacks and is constructed as described above. Therefore, in order to construct a wall using mainland wall blocks between the pillars 1 of a building structure, first, the mainland wall blocks manufactured in advance are brought to the construction site. After carrying it in, it is fitted vertically between the required pillars 1, and then the left and right vertical mounting bars 2 are fixed to the appropriate positions on the sides of the left and right pillars 1 with fasteners 12, and thirdly, the space between the pillars 1 is fixed. A finishing wall layer 6 is placed on top of the wall base layer 7 installed on the wall base layer 7.
Just paint it on the wall and let it dry.
従つて在来の壁の施工法に比し、その工期は短
縮され、且つその作業内容も簡素化されることに
なる。 Therefore, compared to conventional wall construction methods, the construction period is shortened and the work content is simplified.
而かも本土壁ブロツクの構造は、上述のように
左右の取付縦桟2間にぬき材3が多段に横架さ
れ、また適当な大きさの網目4を有する壁芯材5
が付設されているので、壁下地層7の形成も容易
となり、また本土壁ブロツクの壁構造自体は在来
のものと同様であるから同等の壁の効果が得られ
ることになる。 Furthermore, the structure of the main wall block is such that, as described above, the cutout material 3 is horizontally hung in multiple stages between the left and right mounting vertical bars 2, and the wall core material 5 having meshes 4 of an appropriate size is used.
Since the wall base layer 7 is attached, it is easy to form the wall base layer 7, and since the wall structure of the mainland wall block itself is the same as that of the conventional wall block, the same wall effect can be obtained.
また取付縦桟2にアングル材を使用し、その間
隔を柱1間に丁度嵌め込まれる間隔に対設するか
ら嵌め込み作業や柱1への取付作業もアングル材
の一方の側片を柱1の内側面に当接し、取付孔8
を利用してビスを螺入したり釘打ちしたりした簡
易且つ堅固に付設し得ることになり、且つ他側面
をぬき材3の止着用に使用すれば製造においても
取付けにおいても秀れた実用上の効果を奏する可
搬式土壁ブロツクを提供することとなる。 In addition, since angle material is used for the vertical mounting beam 2, and the spacing between the two is set so that it will fit between the pillars 1, the fitting work and the installation work to the pillar 1 can be done by inserting one side piece of the angle material inside the pillar 1. Abuts on the side, mounting hole 8
It can be easily and firmly attached by screwing in screws or nailing, and if the other side is used to fasten the cutout material 3, it is highly practical both in manufacturing and installation. This provides a portable earth wall block that achieves the above effects.
図面は本考案の一実施例を示すもので、第1図
は斜視図、第2図は施工状態を示す平断面図、第
3図は取付状態を示す拡大平断面図である。
1……柱、2……取付縦桟、3……ぬき材、4
……網目、5……壁芯材、6……仕上壁層、7…
…壁下地層、8……取付孔。
The drawings show one embodiment of the present invention; FIG. 1 is a perspective view, FIG. 2 is a plan sectional view showing the construction state, and FIG. 3 is an enlarged plan sectional view showing the installed state. 1...Column, 2...Vertical mounting beam, 3...Null material, 4
...Mesh, 5...Wall core material, 6...Finish wall layer, 7...
...Wall base layer, 8...Mounting hole.
Claims (1)
いて左右に配したアングル材を使用した取付縦桟
間に、適当な上下間隔を置いて多段にぬき材を横
架すると共に適当な大きさの網目を形成した壁芯
材を付設し、このぬき材及び壁芯材上に仕上壁層
を除く壁下地層を形成せしめ、左右の取付縦桟の
柱の内側面に当接する側片に取付孔を設けたこと
を特徴とする可搬式土壁ブロツク。 Installation using angle materials placed on the left and right at intervals that fit between the pillars of the building structure, horizontally suspending timbers in multiple tiers at appropriate vertical intervals, as well as using angle materials of appropriate size. A wall core material with a mesh is attached, a wall base layer excluding the finishing wall layer is formed on this core material and the wall core material, and mounting holes are formed in the side pieces that contact the inner surfaces of the columns of the left and right mounting vertical bars. A portable earth wall block characterized by having a.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP16017282U JPS5963146U (en) | 1982-10-21 | 1982-10-21 | Portable mud wall block |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP16017282U JPS5963146U (en) | 1982-10-21 | 1982-10-21 | Portable mud wall block |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPS5963146U JPS5963146U (en) | 1984-04-25 |
| JPH0227066Y2 true JPH0227066Y2 (en) | 1990-07-23 |
Family
ID=30352377
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP16017282U Granted JPS5963146U (en) | 1982-10-21 | 1982-10-21 | Portable mud wall block |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPS5963146U (en) |
-
1982
- 1982-10-21 JP JP16017282U patent/JPS5963146U/en active Granted
Also Published As
| Publication number | Publication date |
|---|---|
| JPS5963146U (en) | 1984-04-25 |
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