JP2003056106A - Partition wall and method of manufacturing the same - Google Patents

Partition wall and method of manufacturing the same

Info

Publication number
JP2003056106A
JP2003056106A JP2001246267A JP2001246267A JP2003056106A JP 2003056106 A JP2003056106 A JP 2003056106A JP 2001246267 A JP2001246267 A JP 2001246267A JP 2001246267 A JP2001246267 A JP 2001246267A JP 2003056106 A JP2003056106 A JP 2003056106A
Authority
JP
Japan
Prior art keywords
wall
mesh
partition wall
wall body
skeleton
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
JP2001246267A
Other languages
Japanese (ja)
Inventor
Kazuo Yokohama
一雄 横浜
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.)
Individual
Original Assignee
Individual
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 Individual filed Critical Individual
Priority to JP2001246267A priority Critical patent/JP2003056106A/en
Publication of JP2003056106A publication Critical patent/JP2003056106A/en
Pending legal-status Critical Current

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  • Fencing (AREA)
  • Panels For Use In Building Construction (AREA)

Abstract

PROBLEM TO BE SOLVED: To improve a degree of freedom in attainments in comparison with a conventional supporting wall comprising a skeleton formed by bricks and blocks, and the mortar applied on the surface of the skeleton. SOLUTION: This partition wall 1 comprises a framework 10 formed by combining deformable reinforcing bars into the desired shape as a whole, a hallow network wall body 11 formed by mounting a wire netting 11A deformable along the framework 10, and an outer wall layer 5 formed by applying the mortar to the surface of the network wall body 11. A degree of freedom of attainments can be improved in comparison with the conventional partition wall, and the partition wall can be easily conveyed.

Description

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

【0001】[0001]

【発明の属する技術分野】本発明は仕切り壁とその製造
方法に関する。
TECHNICAL FIELD The present invention relates to a partition wall and a method for manufacturing the same.

【0002】[0002]

【従来の技術】従来一般に、レンガやブロックを積層し
て骨格を作り、そして、レンガやブロックの表面をペン
キやモルタル等で塗装して形成した外壁層を有する仕切
り壁は知られている。
2. Description of the Related Art Conventionally, there is known a partition wall having an outer wall layer formed by laminating bricks or blocks to form a skeleton and coating the surfaces of the bricks or blocks with paint, mortar or the like.

【0003】[0003]

【発明が解決しようとする課題】しかしながら、レンガ
やブロックを使用して骨格を形成する仕切り壁では、造
詣の自由度が低くなってしまう。本発明は、そのような
事情に鑑み、従来に比較して造詣の自由度が高く、運搬
が容易な仕切り壁とその製造方法を提供するものであ
る。
However, the partition wall in which the skeleton is formed by using bricks or blocks has a low degree of freedom of knowledge. In view of such circumstances, the present invention provides a partition wall which has a higher degree of freedom of knowledge as compared with the conventional art and is easy to carry, and a manufacturing method thereof.

【0004】[0004]

【課題を解決するための手段】すなわち、請求項1の仕
切り壁では、線材を組み合わせて全体として所要形状に
形成した骨組みと、この骨組みの周囲および上面にシー
ト状網体を取付けて内部を中空に形成した網状壁体と、
この網状壁体の表面にモルタル等の外壁材を塗布して形
成した外壁層とを備えるものである。また、請求項5の
製造方法では、線材を組み合わせて全体として所要形状
の骨組みを形成し、次にこの骨組みの周囲にシート状網
体を巻きつけて内部が中空で上方に開口部を有する網状
壁体を形成し、次にこの網状壁体の内部にコンクリート
等を流し込んで該網状壁体の内側底部にウエイト層を設
け、次に上記網状壁体を構成するシート状網体を折り曲
げて上記開口部を閉鎖させ、次に開口部を閉鎖させた網
状壁体の表面にモルタル等の外壁材を塗布して外壁層を
形成するものである。
[Means for Solving the Problems] That is, in the partition wall according to claim 1, a frame formed by combining wire rods and formed into a required shape as a whole, and a sheet-like net body attached to the periphery and the upper surface of the frame are hollow inside. A mesh wall formed in
An outer wall layer formed by applying an outer wall material such as mortar to the surface of the mesh wall body. According to the manufacturing method of claim 5, wire rods are combined to form a skeleton of a required shape as a whole, and then a sheet-like net body is wound around the skeleton to form a net having a hollow interior and an opening portion upward. A wall is formed, then concrete or the like is poured into the inside of the mesh wall to provide a weight layer on the inner bottom of the mesh wall, and then the sheet mesh forming the mesh wall is bent to The outer wall layer is formed by closing the opening and then applying an outer wall material such as mortar to the surface of the mesh wall body with the opening closed.

【0005】上述した請求項1によれば、骨組みは組み
合わされる線材で形成されることから自由な形状を作る
ことができるし、また網状壁体についても骨組みに取付
けられるシート状網体で形成されることから骨組みの形
状を活かして自由な形状を作ることができるので、レン
ガやブロック等で骨格を形成していた従来に比較して造
詣の自由度を向上させることができる。そして、仕切り
壁は、内部が中空(空洞)で軽量であり、しかも丈夫な
ので、容易に運搬することができる。また、請求項5に
よれば、先ず線材を組み合わせて自由な形状の骨組みを
作り、次にこの骨組みの形状を活かせるシート状網体で
自由な形状の網状壁体を作ることができるので、レンガ
やブロック等を使用して骨格を作っていた従来に比較し
て造詣の自由度の高い仕切り壁を製造することができ
る。そして、仕切り壁は、内部が中空(空洞)になるの
で大きさに比べて軽量に作ることができるとともに、骨
組み、網状壁体、ウエイト層で丈夫に作ることができる
ので、容易に運搬することができる。
According to the above-mentioned claim 1, since the skeleton is formed of the wire rods to be combined, a free shape can be formed, and the mesh wall body is also formed of a sheet-like mesh body attached to the skeleton. Since it is possible to make a free shape by utilizing the shape of the frame, it is possible to improve the degree of freedom of knowledge as compared with the conventional case where the skeleton is formed of bricks or blocks. The partition wall is hollow (hollow), lightweight, and strong, so that it can be easily transported. Further, according to claim 5, first, wire rods can be combined to form a skeleton having a free shape, and then a mesh net body having a free shape can be made of a sheet-like mesh body that can utilize the shape of the skeleton. It is possible to manufacture a partition wall with a high degree of freedom in terms of knowledge, as compared with the conventional method in which a skeleton is made using bricks or blocks. Since the partition wall is hollow (hollow) inside, it can be made lighter than its size, and it can be made sturdy with the framework, mesh wall body, and weight layer, so it can be easily transported. You can

【0006】[0006]

【発明の実施の形態】以下図示実施例について説明する
と、図1に示す緩やかに湾曲した形状の仕切り壁1は、
線材を組み合わせて形成される骨組み10と、この骨組
み10に取付けられるシート状網体から形成される中空
の網状壁体11と、この網状壁体11の内側底部に設け
られたコンクリートからなるウエイト層6と、上記網状
壁体11の表面に塗布されるモルタル等の外壁材から形
成される外壁層5とを備えている。また、上記仕切り壁
1にはその中間高さ位置に仕切り壁1の両面に貫通する
窓2が形成されており、この窓2の底辺に植木鉢3が一
体に設けられている。上記植木鉢3の底部には仕切り壁
1の内部に開口する水抜き穴3aが設けられており、こ
の水抜き穴3aはこれに連通するパイプ7aおよび上記
ウエイト層6に形成したドレン7を介して仕切り壁1の
外部に連通している。したがって、植木鉢3の植木に与
えられた水は上記水抜き穴3a、パイプ7a及びドレン
7を介して排水されるようになる。ところで、従来の仕
切り壁は、レンガやブロックを積層して所要形状に形成
した骨格と、この骨格の表面に塗布されるモルタルやペ
ンキなどで形成される外壁層とから構成されているが、
この様にレンガやブロックからなる骨格では造詣の自由
度の高い仕切り壁を作ることは困難であった。
DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS Explaining the embodiments shown in the drawings, the partition wall 1 having a gently curved shape shown in FIG.
A skeleton 10 formed by combining wire rods, a hollow net-like wall body 11 formed of a sheet-like net body attached to the skeleton 10, and a weight layer made of concrete provided on the inner bottom of the net-like wall body 11. 6 and an outer wall layer 5 formed of an outer wall material such as mortar applied to the surface of the mesh wall body 11. A window 2 penetrating both sides of the partition wall 1 is formed in the partition wall 1 at an intermediate height position thereof, and a flower pot 3 is integrally provided on the bottom side of the window 2. At the bottom of the flower pot 3, there is provided a drainage hole 3a that opens inside the partition wall 1. This drainage hole 3a is provided with a pipe 7a communicating therewith and a drain 7 formed in the weight layer 6 therebetween. It communicates with the outside of the partition wall 1. Therefore, the water given to the plant of the flower pot 3 is drained through the drain hole 3a, the pipe 7a and the drain 7. By the way, the conventional partition wall is composed of a skeleton formed by stacking bricks and blocks into a desired shape, and an outer wall layer formed of mortar or paint applied to the surface of the skeleton,
In this way, it was difficult to make a partition wall with a high degree of freedom of knowledge with a skeleton made of bricks and blocks.

【0007】しかして本実施例では、上記骨組み10を
変形加工に適した線材としての複数の鉄筋10Aを組み
合わせることで自由な形状を作ることができるようにす
るとともに、網状壁体11についても変形性に優れるシ
ート状網体としての金網11Aを用いることで自由な形
状を作ることができるようにしたものであり、以下に仕
切り壁1の製造方法を図2ないし図5に基づいて説明す
る。
In this embodiment, however, a free shape can be formed by combining the frame 10 with a plurality of reinforcing bars 10A as wires suitable for deformation processing, and the mesh wall body 11 is also deformed. A metal net 11A as a sheet-like net having excellent properties can be used to make a free shape. A method for manufacturing the partition wall 1 will be described below with reference to FIGS. 2 to 5.

【0008】先ず、骨組み10の作成について説明す
る。本実施例では、後に投入するコンクリート6Aでウ
エイト層6を形成することを考慮して骨組み10の段階
から平坦な場所で組み立てるようにしている。すなわ
ち、図2に示すように予め細長い楕円形状に形成した複
数本(図では3本)の横方向鉄筋10Aのうちの一つを鉄
板や板材等の平坦な場所に載置し、続いてこの横方向鉄
筋10Aの長手方向の所定位置に予め細長いU字形状に
形成した複数本(図では4本)の縦方向鉄筋10Aを図
示しない針金等で連結して立設させる。そして、これら
立設する各縦方向鉄筋10Aの長手方向における所定位
置に残る2本の横方向鉄筋10Aを針金で連結してお
り、これにより4本の縦方向鉄筋10Aと3本の横方向
鉄筋10Aを縦横に組み合わせて、全体として完成後の
仕切り壁1を考慮した所要形状の骨組み10を完成させ
る。
First, the creation of the frame 10 will be described. In this embodiment, in consideration of forming the weight layer 6 with concrete 6A to be added later, the structure is assembled from the stage of the skeleton 10 in a flat place. That is, as shown in FIG. 2, one of a plurality of lateral reinforcing bars 10A (three in the figure) formed in advance in an elongated elliptical shape is placed on a flat place such as an iron plate or plate material, A plurality of (four in the figure) vertical reinforcing bars 10A formed in advance in an elongated U-shape are connected and erected at a predetermined position in the longitudinal direction of the horizontal reinforcing bars 10A with a wire or the like not shown. Then, the two horizontal rebars 10A remaining at predetermined positions in the longitudinal direction of each of the vertical rebars 10A that are erected are connected by a wire, whereby four vertical rebars 10A and three horizontal rebars are connected. 10A is vertically and horizontally combined to complete a skeleton 10 having a required shape in consideration of the completed partition wall 1.

【0009】上記骨組み10が完成したら、次にこの骨
組み10を金網11Aで巻回して網状壁体11を作成す
る。図2に示すように本実施例のように金網11Aの幅
が骨組み10の高さ方向寸法よりも短い場合には、先ず
骨組み10の側部の下方部分から金網11Aを複数回巻
回し、その次に骨組み10の上方部分を巻回する。より
具体的には、一段目となる金網11Aの先端の数箇所
を、例えば左から2番目の縦方向鉄筋10Aに対して針
金で結束した後、この位置から図面上における反時計回
りに数回巻回した後に当該金網11Aを切断するととも
にその切断した金網11Aの末端を左から2番目の縦方
向鉄筋10Aに対して針金で結束する。このようにして
1段目の巻回が終了したら、図示しないが上述したのと
同じ要領で2段目の巻回を行うものであり、このとき2
段目の金網11Aは1段目の金網11Aとの間に隙間が
生じないように重ね合わせて巻回する必要がある。また
本実施例では、この段階では図3に示すように、後にコ
ンクリート6Aを投入するための投入口として網状壁体
11を形成する2段目の金網11Aの上端部を折り曲げ
ることなく開口させたままとしている。
After the skeleton 10 is completed, the skeleton 10 is then wound with a wire mesh 11A to form a mesh wall body 11. As shown in FIG. 2, when the width of the wire mesh 11A is shorter than the heightwise dimension of the frame 10 as in the present embodiment, first, the wire mesh 11A is wound a plurality of times from the lower portion of the side portion of the frame 10, and Next, the upper portion of the frame 10 is wound. More specifically, after binding several points at the tip of the wire mesh 11A, which is the first stage, to the second longitudinal rebar 10A from the left with a wire, for example, several times counterclockwise in the drawing from this position. After winding, the wire mesh 11A is cut, and the end of the cut wire mesh 11A is bound to the second vertical reinforcing bar 10A from the left with a wire. When the winding of the first stage is completed in this way, although not shown, the winding of the second stage is performed in the same manner as described above.
It is necessary to overlap and wind the wire mesh 11A of the first stage so that a gap is not formed between the wire mesh 11A of the first stage. Further, in this embodiment, at this stage, as shown in FIG. 3, the upper end portion of the second-stage wire net 11A forming the net-like wall body 11 was opened without bending as an input port for inputting concrete 6A later. I'm leaving.

【0010】上述したように金網11Aを骨組み10に
巻回して上方が開口した網状壁体11を形成したら、図
3に示すように、次に網状壁体11に窓2と植木鉢3の
骨組み3Aとを設ける。この窓2は、網状壁体11を形
成する金網11Aの正面側の壁面と裏面側の壁面をそれ
ぞれアーチ状に切り開くとともに、切開した金網11A
の正面側のアーチ部分と裏面側のアーチ部分との間を予
め所要の形状に切断された別の金網11Xで塞ぐことで
形成されるものであり、この窓2は後に塗布されるモル
タル5Aで外壁層5と一体に形成されるようになってい
る。他方、上記植木鉢3は、上記窓2の底辺に設けられ
るもので、予め上側に向けて開口する半球状網体3Bを
金網11Aで形成した後、この半球状網体3Bを上記窓
2の底辺に嵌め込んで針金などで一体に連結したもので
ある。この半球状網体3Bも、後に塗布されるモルタル
5Aで外壁層5と一体に形成されて、植木鉢3として完
成されるものである。上記半球状網体3Bの底部の中央
部分には予め水抜き穴3aが設けてあり、この水抜き穴
3aを構成する部分の金網はその一部をパイプ7aの内
部に挿入するとともに、残部をパイプ7aの外周に針金
などで巻きつけてあり、それによってパイプ7aを半球
状網体3Bの水抜き穴3aの部分に一体に連結してい
る。このとき、パイプ7aの長さは、該パイプ7aを直
立させた際にその下端面が仕切り壁1の底面に一致する
ような長さに設定してある。
After the wire net 11A is wound around the skeleton 10 to form the net-like wall body 11 having an upper opening as described above, as shown in FIG. 3, the net-like wall body 11 is then skeleton 3A of the window 2 and the flowerpot 3. And. The window 2 cuts open a wall surface on the front side and a wall surface on the back side of the metal net 11A forming the mesh wall body 11 in an arched shape, respectively, and cuts the metal net 11A.
It is formed by closing the space between the front side arch part and the back side arch part with another wire mesh 11X that has been cut into a desired shape in advance. This window 2 is formed by a mortar 5A to be applied later. It is formed integrally with the outer wall layer 5. On the other hand, the flowerpot 3 is provided on the bottom side of the window 2, and after forming the hemispherical net body 3B that opens in the upper direction in advance with the metal net 11A, the hemispherical net body 3B is placed on the bottom side of the window 2. It is fitted into and is integrally connected by wire or the like. This hemispherical net 3B is also integrally formed with the outer wall layer 5 by the mortar 5A applied later, and is completed as the flower pot 3. A water draining hole 3a is provided in advance in the central portion of the bottom of the hemispherical mesh body 3B. A part of the wire mesh forming the water draining hole 3a is inserted into the pipe 7a and the remaining portion is A wire or the like is wound around the outer periphery of the pipe 7a, whereby the pipe 7a is integrally connected to the drainage hole 3a of the hemispherical net 3B. At this time, the length of the pipe 7a is set such that the lower end surface of the pipe 7a coincides with the bottom surface of the partition wall 1 when the pipe 7a is erected upright.

【0011】次に、完成後の仕切り壁1の安定性を増す
ために、仕切り壁1内にウエイト層6を設ける。このウ
エイト層6は、図4に示すように、網状壁体11の上方
側開口部11Bからコンクリート6Aをバケツ等によっ
て投入することによって製造する。投入されたコンクリ
ート6Aは、投入地点から周囲に広がってパイプ7、骨
組み10ならびに網状壁体11に到達するが、金網11
Aの網目は上記コンクリート6Aを外部に流出させるこ
とがない程度の大きさのものを選定してあるので、コン
クリート6Aは網状壁体11の内部に留まるようにな
る。これにより上記コンクリート6Aを網状壁体11の
内部に必要な重さとなる厚さまで投入することができ
る。上記網状壁体11の内部に投入されたコンクリート
6Aは、下方の横方向鉄筋10Aと4本の縦方向鉄筋1
0Aおよび金網11Aを相互に一体に強固に連結するよ
うになるので、仕切り壁1の全体の強度を向上させるこ
とができる。また、このコンクリート6Aはその乾燥後
には網状壁体11等と一体となるので仕切り壁1から脱
落することはない。さらに上記コンクリート6Aはパイ
プ7の下部を直立した位置に固定するようになり、この
とき、パイプ7aの内側にコンクリート6Aが入り込む
ことはないので当該パイプ7aはウエイト層6に自動的
にドレン7を形成するようになる。このとき、パイプ7
aの下部内側にコンクリート6Aが入り込むのを確実に
防止するために、布などを詰めておいてもよい。
Next, in order to increase the stability of the completed partition wall 1, a weight layer 6 is provided in the partition wall 1. As shown in FIG. 4, the weight layer 6 is manufactured by pouring concrete 6A from the upper opening 11B of the mesh wall body 11 into a bucket or the like. The injected concrete 6A spreads from the injection point to the periphery to reach the pipe 7, the skeleton 10 and the mesh wall body 11.
Since the mesh of A is selected to have a size that does not allow the concrete 6A to flow to the outside, the concrete 6A will stay inside the mesh wall body 11. As a result, the concrete 6A can be poured into the mesh wall body 11 to a thickness that provides a necessary weight. The concrete 6A put into the inside of the mesh wall body 11 is composed of a lower horizontal rebar 10A and four vertical rebars 1A.
Since 0A and the wire netting 11A are strongly connected to each other, the strength of the entire partition wall 1 can be improved. Further, since this concrete 6A becomes integral with the mesh wall body 11 and the like after it is dried, it does not fall off from the partition wall 1. Further, the concrete 6A comes to fix the lower portion of the pipe 7 in an upright position. At this time, since the concrete 6A does not enter the inside of the pipe 7a, the pipe 7a automatically attaches the drain 7 to the weight layer 6. Comes to form. At this time, pipe 7
A cloth or the like may be stuffed in order to reliably prevent the concrete 6A from entering the inside of the lower part of a.

【0012】以上のようにして網状壁体11内にコンク
リート6Aを流し込んでこれを自然乾燥させたら、次に
網状壁体11の開口部11Aを閉鎖する。このとき、開
口部11Aの金網11Aを完成後の仕切り壁1の形状に
沿わせて切断しながら内側に向けて折り曲げて閉鎖する
ものであり(図5参照)、この折り曲げた金網11Aの
先端部は図示しない針金で相互に連結され、また縦方向
鉄筋10Aにも連結される。ここまでの作業が終了した
ら、最終作業となる外壁層5の形成を行う。この外壁層
5は、図5に示すように網状壁体11は勿論のこと、窓
2の金網11Xや植木鉢3の半球状網体3Bもモルタル
5A等の外壁材を塗布する。このモルタル5Aは塗装
後、自然乾燥にて硬化される。そして、この外壁層5が
完全に硬化したら、仕切り壁1の完成となる。
After the concrete 6A is poured into the mesh wall body 11 and naturally dried as described above, the opening 11A of the mesh wall body 11 is then closed. At this time, the wire mesh 11A of the opening 11A is cut along the shape of the completed partition wall 1 and is folded inward while being closed (see FIG. 5). The tip of the bent wire mesh 11A is closed. Are connected to each other by a wire (not shown) and also connected to the longitudinal reinforcing bar 10A. When the work up to this point is completed, the outer wall layer 5 that is the final work is formed. As shown in FIG. 5, the outer wall layer 5 is coated with the outer wall material such as the mortar 5A as well as the mesh wall body 11 and the wire mesh 11X of the window 2 and the hemispherical mesh body 3B of the flowerpot 3. This mortar 5A is hardened by natural drying after coating. Then, when the outer wall layer 5 is completely cured, the partition wall 1 is completed.

【0013】したがって、以上の説明より理解されるよ
うに、骨組み10は変形加工に適した鉄筋10Aを組み
合わせることで形成されることから自由な形状を作るこ
とができるし、また網状壁体11についても骨組み10
に沿って変形する金網11Aで形成されることから骨組
み10の形状を活かして自由な形状を作ることができ
る。例えば仕切り壁の水平面での断面をS字状やU字状
とすることができ、あるいは仕切り壁にU字状の開口部
(通路)を有するアーチ部を一体に設けることができる。
このように、レンガやブロック等で骨格を形成していた
従来に比較して造詣の自由度を向上させることができ
る。また、仕切り壁1(網状壁体11)の内部は空洞な
ので大きさに比べて軽量で、しかも骨組み10、網状壁
体11、ウエイト層6で構成されて丈夫なので、容易に
運搬することができる。つまり、天候に左右されること
ない屋内で仕切り壁1を製造した後、その仕切り壁1を
工房からトラックで移送して現地に設置することができ
る。なお、移送中の積み下ろしは人手で行なってもよい
し車載クレーンで行なってよいが、クレーンで行なう場
合には、縦方向鉄筋にフックを設けておくことができ、
このフックは現地での設置後に外壁材の内部に埋設した
り、或いはフックを切断してその切断部を外壁材で被覆
したりすればよい。
Therefore, as can be understood from the above description, since the frame 10 is formed by combining the reinforcing bars 10A suitable for deformation processing, it is possible to make a free shape, and the mesh wall body 11 can be formed. Skeleton 10
Since it is formed of the wire netting 11A that deforms along, it is possible to make a free shape by utilizing the shape of the frame 10. For example, the horizontal section of the partition wall can be S-shaped or U-shaped, or the partition wall has a U-shaped opening.
An arch portion having (passage) can be integrally provided.
As described above, the degree of freedom in the knowledge can be improved as compared with the conventional case where the skeleton is formed of bricks or blocks. Further, since the inside of the partition wall 1 (mesh wall body 11) is hollow, it is lighter in size than the size, and is composed of the frame 10, the mesh wall body 11 and the weight layer 6, which is strong and can be easily transported. . In other words, after manufacturing the partition wall 1 indoors that is not affected by the weather, the partition wall 1 can be transported from the workshop by a truck and installed at the site. Note that loading and unloading during transfer may be done manually or by an on-vehicle crane, but when using a crane, a hook can be provided on the vertical rebar,
The hook may be embedded inside the outer wall material after installation on site, or the hook may be cut and the cut portion may be covered with the outer wall material.

【0014】なお、上記実施例のパイプ7aを省略し
て、ウエイト層6に直接ドレン7を設けてもよい。この
場合には、ウエイト層6の表面にそのドレン7に向けて
水を誘導するための傾斜面を設けることが望ましい。他
方、必要に応じてウエイト層6を省略してもよく、この
場合にはパイプ7aも一緒に省略して単純に植木鉢3の
水抜き穴3aを仕切り壁1の内部に開口させるだけでよ
い。また、上記実施例では開口部2の底部に植木鉢3を
設けているがこれに限定されるものではなく、例えば図
6に示すように仕切り壁1の壁面に開口部2を設けるこ
となく植木鉢3を設けることができる。この場合におい
ても植木鉢3の底部に設けた水抜き穴3aは仕切り壁1
の内部に開口させてあるが、この水抜き穴3aには、必
要に応じて上方を仕切り壁1の壁面に向けて湾曲させた
パイプを接続してもよい。
The drain 7 may be directly provided on the weight layer 6 by omitting the pipe 7a in the above embodiment. In this case, it is desirable to provide an inclined surface for guiding water toward the drain 7 on the surface of the weight layer 6. On the other hand, if necessary, the weight layer 6 may be omitted. In this case, the pipe 7a may also be omitted and the drainage hole 3a of the flower pot 3 may simply be opened inside the partition wall 1. Further, in the above embodiment, the flowerpot 3 is provided at the bottom of the opening 2, but the present invention is not limited to this. For example, as shown in FIG. 6, the flowerpot 3 is provided without providing the opening 2 on the wall surface of the partition wall 1. Can be provided. Also in this case, the drainage hole 3a provided at the bottom of the flower pot 3 has the partition wall 1
However, a pipe whose upper portion is curved toward the wall surface of the partition wall 1 may be connected to the water drain hole 3a, if necessary.

【0015】[0015]

【発明の効果】以上のように、本発明によれば、従来の
仕切り壁に比較して造詣の自由度を向上させることがで
きるし、また容易に搬送することができるという効果が
得られる。
As described above, according to the present invention, it is possible to improve the degree of freedom of knowledge as compared with the conventional partition wall, and it is possible to easily transport the partition wall.

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

【図1】本発明の第1実施例を示す仕切り壁1の斜視
図。
FIG. 1 is a perspective view of a partition wall 1 showing a first embodiment of the present invention.

【図2】仕切り壁1の作成工程を示す斜視図。FIG. 2 is a perspective view showing a process of creating the partition wall 1.

【図3】仕切り壁1の作成工程を示す斜視図。FIG. 3 is a perspective view showing a process of creating the partition wall 1.

【図4】仕切り壁1の作成工程を示す斜視図。FIG. 4 is a perspective view showing a process of creating the partition wall 1.

【図5】仕切り壁1の作成工程を示す斜視図。FIG. 5 is a perspective view showing a process of creating the partition wall 1.

【図6】本発明の第2実施例を示す仕切り壁1の斜視
図。
FIG. 6 is a perspective view of a partition wall 1 showing a second embodiment of the present invention.

【符号の説明】[Explanation of symbols]

1…仕切り壁 2…開口部 3…植木鉢 5…表壁層 6…ウエイト層 7…ドレン 10…骨組み 10A…鉄筋(線材) 11…網状壁体 11A…金網(シート
状網体)
DESCRIPTION OF SYMBOLS 1 ... Partition wall 2 ... Opening 3 ... Flower pot 5 ... Surface wall layer 6 ... Weight layer 7 ... Drain 10 ... Skeleton 10A ... Reinforcing bar (wire) 11 ... Mesh wall 11A ... Wire mesh (sheet mesh)

Claims (5)

【特許請求の範囲】[Claims] 【請求項1】 線材を組み合わせて全体として所要形状
に形成した骨組みと、この骨組みの周囲および上面にシ
ート状網体を取付けて内部を中空に形成した網状壁体
と、この網状壁体の表面にモルタル等の外壁材を塗布し
て形成した外壁層とを備えることを特徴とする仕切り
壁。
1. A skeleton formed by combining wire rods into a required shape as a whole, a net-like wall body having a hollow inside formed by attaching a sheet-like net body around and around the skeleton, and a surface of the net-like wall body. An outer wall layer formed by applying an outer wall material such as mortar to the partition wall.
【請求項2】 底部に上記網状壁体の内部に向けて開口
する水抜き穴を有する植木鉢を上記外壁層と一体的に設
けたことを特徴とする請求項1に記載の仕切り壁。
2. The partition wall according to claim 1, wherein a flower pot having a water draining hole that opens toward the inside of the mesh wall body is provided in the bottom portion integrally with the outer wall layer.
【請求項3】 上記網状壁体の内側底部にコンクリート
等からなるウエイト層を設けたことを特徴とする請求項
1に記載の仕切り壁。
3. The partition wall according to claim 1, wherein a weight layer made of concrete or the like is provided on an inner bottom portion of the mesh wall body.
【請求項4】 底部に上記網状壁体の内部に向けて開口
する水抜き穴を有する植木鉢を上記外壁層と一体的に設
けるとともに、上記網状壁体の内側底部にコンクリート
等からなるウエイト層を設け、かつ該ウエイト層に上記
水抜き穴からの水を網状壁体の外部に排出するドレンを
設けたことを特徴とする請求項1に記載の仕切り壁。
4. A flower pot having a drainage hole that opens toward the inside of the mesh wall body is provided integrally with the outer wall layer, and a weight layer made of concrete or the like is provided on the inner bottom portion of the mesh wall body. The partition wall according to claim 1, wherein the weight layer is provided with a drain for draining water from the drain hole to the outside of the mesh wall body.
【請求項5】 線材を組み合わせて全体として所要形状
の骨組みを形成し、次にこの骨組みの周囲にシート状網
体を巻きつけて内部が中空で上方に開口部を有する網状
壁体を形成し、次にこの網状壁体の内部にコンクリート
等を流し込んで該網状壁体の内側底部にウエイト層を設
け、次に上記網状壁体を構成するシート状網体を折り曲
げて上記開口部を閉鎖させ、次に開口部を閉鎖させた網
状壁体の表面にモルタル等の外壁材を塗布して外壁層を
形成することを特徴とする仕切り壁の製造方法。
5. A wire frame is combined to form a skeleton of a desired shape as a whole, and then a sheet-like net body is wrapped around the skeleton frame to form a net wall body having a hollow interior and an opening at the top. Next, concrete or the like is poured into the mesh wall body to provide a weight layer on the inner bottom portion of the mesh wall body, and then the sheet mesh body forming the mesh wall body is bent to close the opening. Then, a method of manufacturing a partition wall, characterized in that an outer wall material such as mortar is applied to the surface of the mesh wall body with the opening closed to form an outer wall layer.
JP2001246267A 2001-08-14 2001-08-14 Partition wall and method of manufacturing the same Pending JP2003056106A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP2001246267A JP2003056106A (en) 2001-08-14 2001-08-14 Partition wall and method of manufacturing the same

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP2001246267A JP2003056106A (en) 2001-08-14 2001-08-14 Partition wall and method of manufacturing the same

Publications (1)

Publication Number Publication Date
JP2003056106A true JP2003056106A (en) 2003-02-26

Family

ID=19075860

Family Applications (1)

Application Number Title Priority Date Filing Date
JP2001246267A Pending JP2003056106A (en) 2001-08-14 2001-08-14 Partition wall and method of manufacturing the same

Country Status (1)

Country Link
JP (1) JP2003056106A (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2014201965A (en) * 2013-04-04 2014-10-27 株式会社ぬくもり工房 Structure and construction method for the same
ES2633637A1 (en) * 2016-03-22 2017-09-22 Miquel ROTA FREIXEDAS Method of construction of concrete structures. (Machine-translation by Google Translate, not legally binding)

Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS60178100A (en) * 1984-02-24 1985-09-12 岸本 卓司 Lead material of barrel for decoration
JPH05186283A (en) * 1991-12-20 1993-07-27 Supeesu Design:Kk Production of imitation rock
JP2000094897A (en) * 1998-09-22 2000-04-04 Shigeki Ashizawa Manufacture of artificial stone and artificial tree and artificial stone and artificial tree planter manufactured by its method

Patent Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS60178100A (en) * 1984-02-24 1985-09-12 岸本 卓司 Lead material of barrel for decoration
JPH05186283A (en) * 1991-12-20 1993-07-27 Supeesu Design:Kk Production of imitation rock
JP2000094897A (en) * 1998-09-22 2000-04-04 Shigeki Ashizawa Manufacture of artificial stone and artificial tree and artificial stone and artificial tree planter manufactured by its method

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2014201965A (en) * 2013-04-04 2014-10-27 株式会社ぬくもり工房 Structure and construction method for the same
ES2633637A1 (en) * 2016-03-22 2017-09-22 Miquel ROTA FREIXEDAS Method of construction of concrete structures. (Machine-translation by Google Translate, not legally binding)

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