JPH0151625B2 - - Google Patents
Info
- Publication number
- JPH0151625B2 JPH0151625B2 JP58063569A JP6356983A JPH0151625B2 JP H0151625 B2 JPH0151625 B2 JP H0151625B2 JP 58063569 A JP58063569 A JP 58063569A JP 6356983 A JP6356983 A JP 6356983A JP H0151625 B2 JPH0151625 B2 JP H0151625B2
- Authority
- JP
- Japan
- Prior art keywords
- chimney
- inner cylinder
- cylinder
- concrete
- longitudinal direction
- 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
- 239000011381 foam concrete Substances 0.000 claims description 12
- 239000004567 concrete Substances 0.000 claims description 9
- 238000004519 manufacturing process Methods 0.000 claims description 8
- 238000000034 method Methods 0.000 claims description 7
- 238000009415 formwork Methods 0.000 claims description 5
- 229920005992 thermoplastic resin Polymers 0.000 claims description 5
- 239000002994 raw material Substances 0.000 claims description 4
- 238000005260 corrosion Methods 0.000 claims description 3
- 230000007797 corrosion Effects 0.000 claims description 3
- 239000000463 material Substances 0.000 claims description 3
- 239000011800 void material Substances 0.000 claims description 3
- 239000004088 foaming agent Substances 0.000 claims description 2
- 239000000203 mixture Substances 0.000 claims description 2
- 229910001294 Reinforcing steel Inorganic materials 0.000 claims 1
- 230000003014 reinforcing effect Effects 0.000 description 17
- 238000009423 ventilation Methods 0.000 description 9
- 239000010454 slate Substances 0.000 description 7
- XEEYBQQBJWHFJM-UHFFFAOYSA-N Iron Chemical compound [Fe] XEEYBQQBJWHFJM-UHFFFAOYSA-N 0.000 description 6
- 101100491335 Caenorhabditis elegans mat-2 gene Proteins 0.000 description 5
- 239000000919 ceramic Substances 0.000 description 4
- 238000010276 construction Methods 0.000 description 4
- VYPSYNLAJGMNEJ-UHFFFAOYSA-N Silicium dioxide Chemical compound O=[Si]=O VYPSYNLAJGMNEJ-UHFFFAOYSA-N 0.000 description 3
- 238000010438 heat treatment Methods 0.000 description 3
- 229910052742 iron Inorganic materials 0.000 description 3
- JOYRKODLDBILNP-UHFFFAOYSA-N Ethyl urethane Chemical compound CCOC(N)=O JOYRKODLDBILNP-UHFFFAOYSA-N 0.000 description 2
- 239000006260 foam Substances 0.000 description 2
- 235000008733 Citrus aurantifolia Nutrition 0.000 description 1
- 229920006328 Styrofoam Polymers 0.000 description 1
- 235000011941 Tilia x europaea Nutrition 0.000 description 1
- 230000002411 adverse Effects 0.000 description 1
- 239000004568 cement Substances 0.000 description 1
- 238000002485 combustion reaction Methods 0.000 description 1
- 238000001816 cooling Methods 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 238000005553 drilling Methods 0.000 description 1
- 229920006248 expandable polystyrene Polymers 0.000 description 1
- 230000001771 impaired effect Effects 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
- 239000003350 kerosene Substances 0.000 description 1
- 239000004571 lime Substances 0.000 description 1
- 230000007774 longterm Effects 0.000 description 1
- 239000000155 melt Substances 0.000 description 1
- 238000002156 mixing Methods 0.000 description 1
- 239000004570 mortar (masonry) Substances 0.000 description 1
- 238000013021 overheating Methods 0.000 description 1
- 230000000149 penetrating effect Effects 0.000 description 1
- 239000004033 plastic Substances 0.000 description 1
- 229920005989 resin Polymers 0.000 description 1
- 239000011347 resin Substances 0.000 description 1
- 239000004576 sand Substances 0.000 description 1
- 239000000377 silicon dioxide Substances 0.000 description 1
- 239000002002 slurry Substances 0.000 description 1
- 239000004071 soot Substances 0.000 description 1
- 229910001220 stainless steel Inorganic materials 0.000 description 1
- 239000010935 stainless steel Substances 0.000 description 1
- 239000008261 styrofoam Substances 0.000 description 1
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 1
Landscapes
- Chimneys And Flues (AREA)
- Manufacturing Of Tubular Articles Or Embedded Moulded Articles (AREA)
Description
【発明の詳細な説明】
本発明は主として家屋の暖房に使用されるスト
ーブ用煙突の製造法に関するものである。DETAILED DESCRIPTION OF THE INVENTION The present invention relates primarily to a method of manufacturing a chimney for a stove used for heating a house.
寒冷地においては屋内の暖房は一般に複数の大
型ポツト式灯油ストーブ等を使用し、個々のスト
ーブの排気は集合煙突を通じて屋外へ排出してい
る。従来この目的に使用される煙突としては例え
ばコンクリートブロツクを積重ね、その中央部に
陶管等を立て、その間をコンクリートで充填し、
外部をモルタル加工したものや、或いは、本出願
人が実願昭56−156587号(実開昭58−66235号)
で出願した陶管やスレ−ト管を内包した軽量気泡
コンクリ−トブロツクに鉄筋を垂直に挿通しなが
ら積上げる方法が採用されている。 In cold regions, indoor heating generally uses multiple large pot-type kerosene stoves, and the exhaust gas from each stove is discharged outdoors through a collective chimney. Traditionally, chimneys used for this purpose include stacking concrete blocks, placing a ceramic pipe, etc. in the center, and filling the space between them with concrete.
The exterior is mortared or
The method used in this application is to stack reinforcing bars vertically through lightweight cellular concrete blocks containing ceramic pipes and slate pipes.
しかし前者では煙突の自重が重くなるため、充
分な強度を有する基礎を必要とするほか、一回の
積上げ段数に制限があるため、施工に長期間かか
り費用が高価になる。更に外装モルタルに亀裂が
生じ美観を損なう等の問題点があつた。また後者
では前者より重量も軽く施工期間も短いが、軽量
気泡コンクリ−トのブロツクの中心に貫通孔を穿
孔し、スレ−ト管や陶管を埋設するので製造に手
数がかかるほか、短いブロツクを多段接合しなが
ら積上げるのには熟練を要し、更にスレ−ト管と
軽量気泡コンクリ−トの熱膨張率の差、及び軽量
気泡コンクリ−トブロツクの内外面の温度差によ
り長期使用中に亀裂を生ずることがあつた。 However, in the former case, since the weight of the chimney is heavy, a foundation with sufficient strength is required, and there is a limit to the number of stacks that can be stacked at one time, so construction takes a long time and is expensive. Furthermore, there were other problems such as cracks in the exterior mortar, which impaired the aesthetic appearance. The latter is lighter in weight than the former and requires a shorter construction period, but it requires more time to manufacture as it involves drilling a through hole in the center of the lightweight cellular concrete block and burying the slate pipe or ceramic pipe, and it also requires a shorter construction time. It requires skill to stack up the blocks while joining them in multiple stages, and due to the difference in thermal expansion coefficient between the slate pipe and lightweight cellular concrete, and the temperature difference between the inside and outside surfaces of the lightweight cellular concrete block, it may be difficult to build up the blocks during long-term use. Cracks could occur.
本発明は上記の欠点を解消することを目的と
し、あらかじめ鉄筋を組込んだ長尺の軽量気泡コ
ンクリ−ト角材を外筒とし、その中心に耐熱、耐
蝕性材料の内筒を挿通し、外筒と内筒との間に空
〓を設けて一体とした煙突の製造方法を提供する
ものである。 The present invention aims to solve the above-mentioned drawbacks, and the outer cylinder is made of a long lightweight cellular concrete square timber with reinforcing bars installed in advance, and an inner cylinder made of heat-resistant and corrosion-resistant material is inserted into the center of the outer cylinder. To provide a method for manufacturing an integrated chimney by providing a cavity between a cylinder and an inner cylinder.
以下本発明の方法によつて製造された軽量気泡
コンクリ−ト煙突の一例を図面によつて詳細に説
明する。第1図は軽量気泡コンクリ−ト煙突の縦
断面図、第2図は第1図A−A面の断面図であ
る。断面形状が略正方形の軽量気泡コンクリ−ト
製外筒1の内部には長手方向の主鉄筋2aと、こ
れに直交して固着されて四角形を形成し、全体と
して篭形の鉄筋マツト2を形成するように補助鉄
筋2bとが配筋されている。また長手方向中心部
には円筒状の透孔3が貫通している。更に長手方
向の一方の端部近辺の側面の相対する位置に、透
孔3に向かつて2個の通気孔6が貫通している。
そして透孔3内にはスレ−ト製円筒の内筒4が、
その長手方向の両端部近くを一対の半円形の支持
具5及び5aにより透孔3の略中心に挟持されて
おり、外筒1と内筒4との間には空隙7が全長に
亙つて貫通している。支持具5及び5aは平鉄の
中央部を半円形に加工したものが1組となつてい
て、その両端部は外筒1の主鉄筋2aに固着され
軽量気泡コンクリ−トに埋設されている。支持具
使用組数は3組以上でもよい。なお内筒4はスト
−ブ等の排ガスに対する耐熱性と耐蝕性があれ
ば、例えばステンレス鋼管やセラミツク管でもよ
いが、スレート管単独或いはスレート管を薄鉄板
で被覆したものが経済的である。上記のような構
造の煙突の寸法は例えば外筒の外寸30cm角、長さ
6m、透孔3の直径15cm、内筒4の外径12cm、通
気孔6の直径3cmである。これらは所望の寸法及
び形状に変更して製造することができるが、内筒
4と外筒1との空〓7及び通気孔6の寸法は通気
抵抗が過大とならないように各々1cm及び3cm以
上であることが望ましい。 An example of a lightweight cellular concrete chimney manufactured by the method of the present invention will be explained in detail below with reference to the drawings. FIG. 1 is a longitudinal sectional view of a lightweight cellular concrete chimney, and FIG. 2 is a sectional view taken along line A--A in FIG. Inside the lightweight cellular concrete outer cylinder 1, which has a substantially square cross-sectional shape, there are main reinforcing bars 2a in the longitudinal direction, which are fixed perpendicularly to the main reinforcing bars 2a to form a rectangle, thereby forming a cage-shaped reinforcing bar mat 2 as a whole. The auxiliary reinforcing bars 2b are arranged so that. Further, a cylindrical through hole 3 penetrates through the center in the longitudinal direction. Further, two ventilation holes 6 are penetrated toward the through hole 3 at opposing positions on the side surface near one end in the longitudinal direction.
Inside the through hole 3 is an inner cylinder 4 made of slate.
Near both ends in the longitudinal direction are held approximately at the center of the through hole 3 by a pair of semicircular supports 5 and 5a, and a gap 7 is formed between the outer cylinder 1 and the inner cylinder 4 over the entire length. Penetrating. The supports 5 and 5a are a set of flat iron whose central part is processed into a semicircular shape, and both ends of which are fixed to the main reinforcing bars 2a of the outer cylinder 1 and buried in lightweight cellular concrete. . The number of sets of supports used may be three or more. The inner tube 4 may be made of, for example, a stainless steel tube or a ceramic tube as long as it has heat resistance and corrosion resistance against exhaust gas from a stove or the like, but it is economical to use a slate tube alone or a slate tube covered with a thin iron plate. The dimensions of the chimney having the above structure are, for example, the outer diameter of the outer cylinder is 30 cm square, the length is 6 m, the diameter of the through hole 3 is 15 cm, the outer diameter of the inner cylinder 4 is 12 cm, and the diameter of the vent hole 6 is 3 cm. These can be manufactured by changing the dimensions and shape as desired, but the dimensions of the air hole 7 and the ventilation hole 6 between the inner cylinder 4 and the outer cylinder 1 should be at least 1 cm and 3 cm, respectively, to prevent the ventilation resistance from becoming excessive. It is desirable that
この煙突を取付ける場合には煙突の内面に付着
した煤や灰の抜出口を設けた基盤の上に、通気孔
6が下側になるようにして垂直に立て、頂部には
通常使用される横向きに開口したブロツクを取付
け、必要に応じて煙突の側面又は中間部を建屋に
支承させたり、複数のストーブからの排気管を挿
入するための分岐部を設けることもできる。また
一本の重量を制限する必要がある場合には全長を
短くし、外筒1の軽量気泡コンクリート部の外周
近くの対称的な位置に2乃至4個の貫通孔を長手
方向に配設しておき、該貫通孔に鉄筋を挿入して
コンクリートを充填し数本を接続することもでき
る。 When installing this chimney, it should be placed vertically on a base that has an outlet for removing soot and ash that has adhered to the inside surface of the chimney, with the ventilation hole 6 facing downward, and the top should be installed horizontally, which is usually used. It is also possible to install a block with an opening in the chimney, and if necessary, support the side or middle part of the chimney on the building, or provide a branch part for inserting exhaust pipes from multiple stoves. In addition, if it is necessary to limit the weight of one piece, the overall length can be shortened and two to four through holes can be arranged in symmetrical positions near the outer periphery of the lightweight aerated concrete part of the outer cylinder 1 in the longitudinal direction. It is also possible to connect several bars by inserting reinforcing bars into the through holes and filling them with concrete.
次に本発明の煙突の製造方法の一実施例につい
て説明する(第1図乃至第3図)。 Next, an embodiment of the method for manufacturing a chimney according to the present invention will be described (FIGS. 1 to 3).
先ず外筒1の長手方向に対し直角方向に所定の
間隔で配置された四角形の補助鉄筋2bに、長手
方向の主鉄筋2aを固定して細長い四角な篭形の
鉄筋マツト2を組立てる。補助鉄筋2bの第3図
に示す垂直部分の先端は下方に突出し、鉄筋マツ
ト2を形枠8内の定位置に支承できるようになつ
ている。 First, the longitudinal main reinforcing bars 2a are fixed to the rectangular auxiliary reinforcing bars 2b arranged at predetermined intervals in the direction perpendicular to the longitudinal direction of the outer cylinder 1, and the elongated square cage-shaped reinforcing bar mat 2 is assembled. The tip of the vertical portion of the auxiliary reinforcing bar 2b shown in FIG.
次に平鉄の中央部を半円形に、両端部を鍵形に
加工した一対の支持具5及び5aを、スレート製
の円筒4の両端部近辺を挟持するように取付けて
から、内筒4の外周面を所望厚さの発泡熱可塑性
樹脂7aで被覆する。この樹脂は円筒を二分割し
た発泡スチロール又は発泡ウレタンをかぶせて接
合部をテープで接着するか、或いは所望厚さの発
泡ウレタン製テープを巻きつけてもよい。また内
筒4の両端の開口部には厚紙を張る等の蓋3aを
しておく。 Next, a pair of supports 5 and 5a, each made of flat iron with a semicircular center and a key shape at both ends, are attached so as to sandwich the slate cylinder 4 near both ends. The outer circumferential surface of is covered with a foamed thermoplastic resin 7a having a desired thickness. This resin may be used by covering the cylinder with styrofoam or urethane foam, which is divided into two parts, and adhering the joints with tape, or by wrapping a urethane foam tape of a desired thickness. Further, the openings at both ends of the inner cylinder 4 are covered with lids 3a, such as by pasting cardboard.
このように加工した内筒4を鉄筋マツト2に挿
通し、支持具5の両端部を主鉄筋2aに固着す
る。更に鉄筋マツト2の長手方向の一方の端部近
辺に、外筒1の通気孔6と略同寸法の発泡スチロ
ールの円柱6aの一方の端部が内筒4の発泡熱可
塑性樹脂7aに衝合するように垂直に取付ける。 The inner cylinder 4 processed in this way is inserted into the reinforcing bar mat 2, and both ends of the support 5 are fixed to the main reinforcing bar 2a. Further, near one end of the reinforcing bar mat 2 in the longitudinal direction, one end of a foamed polystyrene cylinder 6a having approximately the same size as the ventilation hole 6 of the outer cylinder 1 abuts against the foamed thermoplastic resin 7a of the inner cylinder 4. Install vertically.
このように内筒4を取付けた鉄筋マツト2を、
長手方向の長さが内筒4の長さより僅かに大きい
型枠8に定置し、珪砂等の珪酸質原料とセメン
ト、石灰等の石灰質原料に発泡剤と水を混入して
スラリー状にしたコンクリート原料混合物を形枠
内に注入して発泡させる。一定時間経過し半可塑
状態になつたら型枠8及び内筒4の蓋3aを外
し、オートクレーブに装入し約180℃で数時間高
温高圧水蒸気養生を行う。すると発泡熱可塑性樹
脂は高温のため溶解収縮して殆どなくなり、内筒
4の外周部に空隙7と通気孔6を有する軽量気泡
コンクリート煙突が得られる。更に大きな型枠内
に所望寸法の鉄筋マツト群を定置させれば、多数
の煙突を一度に製造することもできる。また通気
孔6は予め設けなくても施工の際に外筒1の外周
から穿孔してもよい。 The reinforcing bar mat 2 with the inner cylinder 4 attached in this way is
Concrete is placed in a formwork 8 whose length in the longitudinal direction is slightly larger than the length of the inner cylinder 4, and is made into a slurry by mixing a foaming agent and water with silicic raw materials such as silica sand, cement, and calcareous raw materials such as lime. The raw material mixture is injected into the form and foamed. After a certain period of time has passed and the mold becomes semi-plastic, the mold 8 and the lid 3a of the inner cylinder 4 are removed, and the mold is placed in an autoclave and subjected to high temperature and high pressure steam curing at approximately 180° C. for several hours. Then, the foamed thermoplastic resin melts and shrinks due to the high temperature, and almost disappears, resulting in a lightweight cellular concrete chimney having voids 7 and ventilation holes 6 on the outer periphery of the inner cylinder 4. Furthermore, by placing a group of reinforcing bar mats of a desired size in a larger formwork, a large number of chimneys can be manufactured at once. Further, the ventilation holes 6 may not be provided in advance but may be bored from the outer periphery of the outer cylinder 1 during construction.
上記のような製造方法によれば、内外筒間に空
〓を有する軽量気泡コンクリート煙突を簡単な工
程で製造することができるので工業的に大量生産
が可能であり極めて実用的である。 According to the above-described manufacturing method, a lightweight cellular concrete chimney having a void between the inner and outer cylinders can be manufactured in a simple process, and therefore industrial mass production is possible and extremely practical.
本発明の煙突は従来のコンクリート煙突に比し
著しく軽量で、且つ所望寸法の一体構造に成形さ
れているため、基礎は簡単でよく、据付工事も極
く短時間で完了させることができる。更に外筒と
内筒との間に空〓を設けてあるために、内外筒の
材質の熱膨張率が異なつても相互に悪影響を与え
ることがなく、亀裂の発生を防止する。また外筒
の下部側面に開口した通気孔から自然ドラフトに
よつて外気が内外筒間の空〓を上昇して内筒の外
面及び外筒の内面を冷却して過熱を防止すると共
に、外筒の内外面の温度差を少なくするので外筒
の亀裂を生ずることなく、長時間安全に使用する
ことができる。なお内外筒の空〓に強制通気さ
せ、熱交換した温風を建屋の暖房に利用すること
も可能である。本発明の煙突は暖房用のみならず
一般燃焼炉や、厨房の換気用煙突として使用でき
ることは勿論である。 Since the chimney of the present invention is significantly lighter than conventional concrete chimneys and is formed into a monolithic structure with desired dimensions, the foundation can be simple and the installation work can be completed in a very short time. Further, since a space is provided between the outer cylinder and the inner cylinder, even if the materials of the inner and outer cylinders have different coefficients of thermal expansion, they do not adversely affect each other, thereby preventing the occurrence of cracks. In addition, outside air rises through the air space between the inner and outer cylinders by natural draft from the ventilation holes opened on the lower side of the outer cylinder, cooling the outer surface of the inner cylinder and the inner surface of the outer cylinder to prevent overheating. Since the temperature difference between the inner and outer surfaces of the outer cylinder is reduced, it can be used safely for a long time without causing cracks in the outer cylinder. It is also possible to forcefully ventilate the air between the inner and outer cylinders and use the heat-exchanged warm air to heat the building. It goes without saying that the chimney of the present invention can be used not only for heating purposes but also as a chimney for general combustion furnaces and kitchen ventilation.
第1図は本発明方法で製造した煙突の縦断面
図、第2図は第1図のA−A面の断面図、第3図
は型枠内の配置を示す図である。
1……外筒、2……鉄筋マツト、3……透孔、
4……内筒、5……支持具、6……通気孔、7…
…空隙、8……型枠。
FIG. 1 is a longitudinal sectional view of a chimney manufactured by the method of the present invention, FIG. 2 is a sectional view taken along the line A-A in FIG. 1, and FIG. 3 is a diagram showing the arrangement within the formwork. 1...Outer cylinder, 2...Reinforced mat, 3...Through hole,
4...Inner cylinder, 5...Support, 6...Vent hole, 7...
...Void, 8...Formwork.
Claims (1)
熱可塑性樹脂を被覆し、軽量気泡コンクリート製
造用型枠内に配置した補強鉄筋に、その長手方向
を水平にして、少なくとも2組の支持具により該
内筒を懸架し、発泡剤を混入したコンクリート原
料混合物を該型枠内に注入して発泡させ、高温高
圧蒸気養生を行い、該発泡熱可塑性樹脂を溶解収
縮させ、該内筒と軽量気泡コンクリート製外筒と
の間に空〓を形成させることを特徴とする軽量気
泡コンクリート煙突の製造方法。1 The outer periphery of an inner cylinder made of heat-resistant and corrosion-resistant material is coated with foamed thermoplastic resin, and at least two sets of supports are installed with the longitudinal direction of reinforcing steel bars placed in a formwork for manufacturing lightweight cellular concrete, with the longitudinal direction horizontal. The inner cylinder is suspended, a concrete raw material mixture mixed with a foaming agent is injected into the mold and foamed, and the foamed thermoplastic resin is melted and shrunk by high temperature and high pressure steam curing, and the inner cylinder and lightweight A method for manufacturing a lightweight aerated concrete chimney, characterized by forming a void between the aerated concrete outer cylinder and the chimney.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP6356983A JPS59192164A (en) | 1983-04-13 | 1983-04-13 | Light foamed concrete chimney and production thereof |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP6356983A JPS59192164A (en) | 1983-04-13 | 1983-04-13 | Light foamed concrete chimney and production thereof |
Publications (2)
Publication Number | Publication Date |
---|---|
JPS59192164A JPS59192164A (en) | 1984-10-31 |
JPH0151625B2 true JPH0151625B2 (en) | 1989-11-06 |
Family
ID=13233008
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP6356983A Granted JPS59192164A (en) | 1983-04-13 | 1983-04-13 | Light foamed concrete chimney and production thereof |
Country Status (1)
Country | Link |
---|---|
JP (1) | JPS59192164A (en) |
Citations (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPS5333945B2 (en) * | 1973-11-27 | 1978-09-18 |
Family Cites Families (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPS4832946U (en) * | 1971-08-23 | 1973-04-20 | ||
JPS5610987Y2 (en) * | 1976-08-30 | 1981-03-12 |
-
1983
- 1983-04-13 JP JP6356983A patent/JPS59192164A/en active Granted
Patent Citations (1)
Publication number | Priority date | Publication date | Assignee | Title |
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JPS5333945B2 (en) * | 1973-11-27 | 1978-09-18 |
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JPS59192164A (en) | 1984-10-31 |
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