JP2821464B2 - Heat storage tank wall insulation method - Google Patents
Heat storage tank wall insulation methodInfo
- Publication number
- JP2821464B2 JP2821464B2 JP5110755A JP11075593A JP2821464B2 JP 2821464 B2 JP2821464 B2 JP 2821464B2 JP 5110755 A JP5110755 A JP 5110755A JP 11075593 A JP11075593 A JP 11075593A JP 2821464 B2 JP2821464 B2 JP 2821464B2
- Authority
- JP
- Japan
- Prior art keywords
- storage tank
- heat storage
- heat insulating
- concrete
- tank 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 - Fee Related
Links
- 238000005338 heat storage Methods 0.000 title claims description 31
- 238000000034 method Methods 0.000 title claims description 14
- 238000009413 insulation Methods 0.000 title 1
- 239000011810 insulating material Substances 0.000 claims description 26
- 229920003002 synthetic resin Polymers 0.000 claims description 24
- 239000000057 synthetic resin Substances 0.000 claims description 24
- 239000006260 foam Substances 0.000 claims description 22
- 238000003780 insertion Methods 0.000 claims description 15
- 230000037431 insertion Effects 0.000 claims description 15
- 238000009415 formwork Methods 0.000 claims description 11
- 238000005266 casting Methods 0.000 claims description 9
- 230000000149 penetrating effect Effects 0.000 claims description 5
- 238000010276 construction Methods 0.000 description 10
- 238000013016 damping Methods 0.000 description 5
- PPBRXRYQALVLMV-UHFFFAOYSA-N Styrene Chemical compound C=CC1=CC=CC=C1 PPBRXRYQALVLMV-UHFFFAOYSA-N 0.000 description 4
- 239000000463 material Substances 0.000 description 4
- 239000000945 filler Substances 0.000 description 3
- 239000011120 plywood Substances 0.000 description 3
- 229910000831 Steel Inorganic materials 0.000 description 2
- 239000000853 adhesive Substances 0.000 description 2
- 230000001070 adhesive effect Effects 0.000 description 2
- 239000002184 metal Substances 0.000 description 2
- -1 polyethylene Polymers 0.000 description 2
- 230000003014 reinforcing effect Effects 0.000 description 2
- 239000010959 steel Substances 0.000 description 2
- 239000004698 Polyethylene Substances 0.000 description 1
- 239000004743 Polypropylene Substances 0.000 description 1
- NIXOWILDQLNWCW-UHFFFAOYSA-N acrylic acid group Chemical group C(C=C)(=O)O NIXOWILDQLNWCW-UHFFFAOYSA-N 0.000 description 1
- 239000011083 cement mortar Substances 0.000 description 1
- 229920001971 elastomer Polymers 0.000 description 1
- 239000003822 epoxy resin Substances 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
- 239000003973 paint Substances 0.000 description 1
- 229920000647 polyepoxide Polymers 0.000 description 1
- 229920000573 polyethylene Polymers 0.000 description 1
- 229920000098 polyolefin Polymers 0.000 description 1
- 229920001155 polypropylene Polymers 0.000 description 1
- 229920000915 polyvinyl chloride Polymers 0.000 description 1
- 239000004800 polyvinyl chloride Substances 0.000 description 1
- 239000007787 solid Substances 0.000 description 1
- 229920002803 thermoplastic polyurethane Polymers 0.000 description 1
- 238000004078 waterproofing Methods 0.000 description 1
Landscapes
- Building Environments (AREA)
Description
【0001】[0001]
【産業上の利用分野】本発明は、ビルの地下等に構築さ
れる蓄熱槽壁に断熱層を形成するための蓄熱槽壁の断熱
材施工法に関するものである。BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a method for applying heat insulating material to a heat storage tank wall for forming a heat insulating layer on a heat storage tank wall constructed underground of a building or the like.
【0002】[0002]
【従来の技術】ビルの地下等に構築される蓄熱槽にあっ
ては、保温性を高めるためにその内壁部には断熱層が形
成される。この断熱層を形成するための断熱材施工法と
して、従来、図8及び図9に示すように、セパレ−タ−
31、コ−ン32、フォ−ムタイ33、リブ座金34等
よりなる締付金具35により一対の合板36,36を所
定のコンクリ−ト打設空間37を介して対向させ、この
コンクリ−ト打設空間37にコンクリ−トを打設して蓄
熱槽壁を構築した後、断熱材を接着剤により蓄熱槽内壁
面に貼着する施工法が実施されている。又、前記合板3
6,36の内側面に予め断熱材を貼着しておき、コンク
リ−ト打設空間37にコンクリ−トを打設して蓄熱槽壁
を構築するとともに断熱材を蓄熱槽内壁面に固着する施
工法も実施されている。2. Description of the Related Art In a heat storage tank constructed underground of a building or the like, a heat insulating layer is formed on an inner wall of the heat storage tank in order to enhance heat retention. As a method of applying a heat insulating material to form this heat insulating layer, conventionally, as shown in FIGS.
A pair of plywoods 36, 36 are opposed to each other via a predetermined concrete placing space 37 by a fastening member 35 comprising a cone 31, a cone 32, a foam tie 33, a rib washer 34 and the like. A construction method is practiced in which a concrete is cast in the installation space 37 to construct a heat storage tank wall, and then a heat insulating material is adhered to the inner wall surface of the heat storage tank with an adhesive. The plywood 3
A heat insulating material is previously adhered to the inner surfaces of the heat storage tanks 6 and 36, and a concrete is poured into the concrete casting space 37 to construct a heat storage tank wall and the heat insulating material is fixed to the heat storage tank inner wall surface. Construction methods are also being implemented.
【0003】[0003]
【発明が解決しようとする課題】しかし、従来の断熱材
施工法にあっては、コンクリ−ト打設後に合板型枠を撤
去する必要があり、又、コンクリ−ト壁には締付金具3
5のコーン32を装着していた部分等に孔が開いている
ため、その孔を充填材により埋める必要があり、施工作
業は煩雑であるとともに時間を要するものであった。
又、断熱材は、コンクリ−ト壁面への接着剤による貼
着、或いは、コンクリ−ト打設時の固着でしかないた
め、コンクリート壁面より断熱材が剥離し易いという問
題点もあった。However, in the conventional heat insulating material construction method, it is necessary to remove the plywood formwork after the concrete is cast, and the fastening wall 3 is attached to the concrete wall.
Since a hole was formed in the portion where the 5th cone 32 was mounted, the hole had to be filled with a filler, and the construction work was complicated and time-consuming.
In addition, since the heat insulating material is only attached to the concrete wall surface with an adhesive or fixed at the time of placing the concrete, there is a problem that the heat insulating material is easily peeled off from the concrete wall surface.
【0004】本発明は、かかる従来の問題点に鑑みて為
されたものであり、その目的とするところは、型枠の撤
去、充填材による孔埋め等を不要として、施工作業を簡
略化し、短時間で実施し得るようにするとともに、蓄熱
槽壁より断熱材が剥離するのを効果的に防止できる蓄熱
槽壁の断熱材施工法を提供することにある。The present invention has been made in view of the above-mentioned conventional problems, and an object of the present invention is to eliminate a formwork, fill a hole with a filler, and the like, thereby simplifying a construction work. An object of the present invention is to provide a method for applying heat insulating material to a heat storage tank wall, which can be performed in a short time and can effectively prevent the heat insulating material from peeling off from the heat storage tank wall.
【0005】[0005]
【課題を解決するための手段】上記目的を達成するため
に、本発明の蓄熱槽壁の断熱材施工法は、床スラブ上に
剛性の高い溝部材を配置して固定し、上下部及び両側部
に突部又はこれと嵌合する溝部を形成し、上下方向に貫
通する複数の挿通孔を穿設し、この挿通孔の周囲に連結
部材装着部を形成した発泡合成樹脂製堰板部材を前記溝
部材上に嵌込み、順次縦横に連結して立設し、連結され
た発泡合成樹脂製堰板部材の挿通孔に水平方向所定間隔
で配設した剛性棒状部材を挿通させて堰部を形成すると
ともに、連結部材の両端部を前記連結部材装着部に位置
させ、この両端部に形成した環状部又は挿通孔に前記剛
性棒状部材を挿通させて、コンクリート打設用空間を介
して対向した前記剛性棒状部材の上下方向所定位置を前
記連結部材により連結したコンクリート型枠を構成し、
前記コンクリート打設用空間にコンクリートを打設する
ことにより蓄熱槽壁を構築すると同時に断熱層を形成す
ることを特徴とするものである。In order to achieve the above-mentioned object, a method for installing a heat insulating material on a heat storage tank wall according to the present invention is to arrange and fix a highly rigid groove member on a floor slab, and to fix the upper and lower portions and both sides. Forming a protrusion or a groove to be fitted with this portion, forming a plurality of insertion holes penetrating in the vertical direction, and forming a connecting member mounting portion around the insertion hole, a foam synthetic resin dam plate member. The weir portion is inserted into the groove member, sequentially connected vertically and horizontally to be erected, and rigid bar-shaped members arranged at predetermined intervals in the horizontal direction are inserted into the insertion holes of the connected foam synthetic resin dam plate members. While forming, the both ends of the connecting member were positioned at the connecting member mounting portion, and the rigid bar-shaped member was inserted through the annular portions or the insertion holes formed at the both ends, and were opposed to each other via the space for concrete placing. A predetermined position in the vertical direction of the rigid rod-shaped member is set by the connecting member. Constitute a binding concrete formwork,
By casting concrete in the concrete casting space, a heat storage tank wall is constructed, and at the same time, a heat insulating layer is formed.
【0006】[0006]
【実施例】本発明の断熱材施工法について、ビルの地下
に蓄熱槽1を構築する場合を例として、図面を参照しつ
つ説明する。DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS A method for constructing a heat insulating material according to the present invention will be described with reference to the drawings, taking as an example a case where a heat storage tank 1 is constructed under a building.
【0007】図1に示すように、先ず、床スラブ2から
天井スラブ3に亘って複数の鉄筋4を所定間隔で配設
し、この鉄筋4の周囲に本発明の断熱材施工法によりコ
ンクリ−トを打設して、蓄熱槽壁5を構築すると同時に
断熱層を形成する。As shown in FIG. 1, first, a plurality of reinforcing bars 4 are arranged at predetermined intervals from a floor slab 2 to a ceiling slab 3, and the surroundings of the reinforcing bars 4 are concreted by the heat insulating material construction method of the present invention. To form the heat storage tank wall 5 and simultaneously form a heat insulating layer.
【0008】次いで、蓄熱槽壁5に包囲された領域の床
スラブ2、天井スラブ3の表面に従来の断熱材施工法に
より断熱材6を貼着し、その後、蓄熱槽1内壁面全体に
防水材7を貼着して蓄熱槽1を完成する。Next, a heat insulating material 6 is adhered to the surface of the floor slab 2 and the ceiling slab 3 in a region surrounded by the heat storage tank wall 5 by a conventional heat insulating material construction method, and thereafter, the entire inner wall surface of the heat storage tank 1 is waterproofed. The heat storage tank 1 is completed by attaching the material 7.
【0009】次に、本発明の断熱材施工法により蓄熱槽
壁5を構築する手順について、具体的に説明する。Next, a procedure for constructing the heat storage tank wall 5 by the heat insulating material application method of the present invention will be specifically described.
【0010】先ず、図2及び図3に示すように、床スラ
ブ2上に鉄鋼等よりなる溝部材8を二列平行状に配置し
て固定する。例えば、溝部材8の底面部に挿通孔を穿設
し、この挿通孔に止め釘を挿通し、床スラブ2に打ち付
ける等して固定する。なお、この溝部材8は、金属製の
ものに限らず、剛性の高い合成樹脂製のものであっても
よい。First, as shown in FIGS. 2 and 3, groove members 8 made of steel or the like are arranged in two rows in parallel on the floor slab 2 and fixed. For example, an insertion hole is formed in the bottom portion of the groove member 8, a peg is inserted into the insertion hole, and the fixing member is fixed by striking the floor slab 2. The groove member 8 is not limited to a metal member, and may be a synthetic resin having high rigidity.
【0011】次に、溝部材8から天井スラブ3に亘って
発泡スチロール等よりなる発泡合成樹脂製堰板部材10
を前記溝部材8上に嵌込み、順次縦横に連結して立設す
る。Next, from the groove member 8 to the ceiling slab 3, a foam synthetic resin dam plate member 10 made of styrene foam or the like.
Are fitted on the groove member 8 and sequentially connected vertically and horizontally to be erected.
【0012】発泡合成樹脂製堰板部材10同志の継ぎ目
は、一般的に行われている形状、すなわち、合决り継
ぎ、本実継ぎ等どのような形状でもよいが、多数連結し
た時、発泡合成樹脂製堰板部材10が嵌合して一体化す
る方が施工し易いので、本実継ぎとするのが好ましい。The seams between the foamed synthetic resin damping plate members 10 may be in any shape generally used, that is, a spliced joint, a real spliced seam, or the like. Since it is easier to construct and integrate the synthetic resin damping plate member 10 to be integrated, it is preferable to use the actual joining.
【0013】本実施例においては、図4に示すように、
発泡合成樹脂製堰板部材10の上部及び一側部に突部1
3を形成し、下部及び他側部にこの突部13と嵌合する
溝部14を形成してある。又、図4に示すように、発泡
合成樹脂製堰板部材10には上下方向に貫通する複数の
挿通孔11を水平方向所定間隔で穿設してある。さら
に、図5に示すように、発泡合成樹脂製堰板部材10の
上部突部13aの挿通孔11周囲を後述の連結部材15
を装着し得るように切除し、連結部材装着部16として
ある。In this embodiment, as shown in FIG.
Protrusions 1 on the upper and one side of the foam synthetic resin dam plate member 10
3 is formed, and a groove 14 to be fitted with the projection 13 is formed in the lower part and the other side part. As shown in FIG. 4, a plurality of insertion holes 11 penetrating in the vertical direction are formed in the foam synthetic resin dam plate member 10 at predetermined intervals in the horizontal direction. Further, as shown in FIG. 5, the periphery of the insertion hole 11 of the upper projection 13a of the foam synthetic resin dam plate member 10 is connected to a connecting member 15 described later.
Are cut off so as to be able to be attached to form a connecting member attaching portion 16.
【0014】又、発泡合成樹脂製堰板部材10を順次縦
横に立設して堰部12を形成する間に、剛性の高い連結
部材15を適宜はさみ込む。In addition, while forming the weir portion 12 by vertically arranging the foam synthetic resin weir plate members 10 vertically and horizontally, the connecting member 15 having high rigidity is appropriately inserted.
【0015】この連結部材15としては、例えば図6に
示すように、金属製棒状部材18の両端部を環状部19
としたもの、図7に示すように、金属製板状部材20の
両端部に挿通孔21を穿設したもの等を使用することが
できる。ここで、両端部の環状部19又は挿通孔21の
内径は後記する剛性棒状部材9の外形と略同一とし、両
端部の環状部19又は挿通孔21の中心間距離は対向さ
せた剛性棒状部材9の軸心間距離と略同一としてある。As the connecting member 15, for example, as shown in FIG.
As shown in FIG. 7, a metal plate member 20 having insertion holes 21 formed at both ends thereof can be used. Here, the inner diameter of the annular portion 19 or the insertion hole 21 at both ends is substantially the same as the outer shape of the rigid rod-shaped member 9 described later, and the center distance of the annular portion 19 or the insertion hole 21 at both ends is a rigid rod-shaped member opposed to each other. 9 is substantially the same as the distance between the axes.
【0016】この剛性棒状部材9は、鉄鋼等よりなり、
中空状、中実状いずれでもよく、又、断面形状も円形、
矩形等いずれの形状であってもよい。The rigid rod member 9 is made of steel or the like.
It may be hollow or solid, and its cross section is circular.
Any shape such as a rectangle may be used.
【0017】そして、発泡スチロ−ル等よりなる発泡合
成樹脂製堰板部材10の挿通孔11及び連結部材15の
環状部19に剛性棒状部材9を挿通し、対向する堰部1
2,12を形成すると共に、堰部12,12が連結部材
15で連結されたコンクリート打設用空間17を形成す
る。The rigid rod-like member 9 is inserted into the insertion hole 11 of the foam synthetic resin damping plate member 10 made of styrene foam or the like and the annular portion 19 of the connecting member 15 so that the opposing dam portion 1 is formed.
2 and 12 and the concrete placing space 17 where the dams 12 and 12 are connected by the connecting member 15.
【0018】このようにしてコンクリ−ト型枠を構成し
た後に、コンクリ−ト打設用空間17にコンクリ−トを
打設し、蓄熱槽壁5を構築すると同時に発泡合成樹脂製
堰板部材10よりなる断熱層を形成する。After constructing the concrete form in this manner, the concrete is cast in the concrete casting space 17 to construct the heat storage tank wall 5 and at the same time as the foam synthetic resin dam plate member 10. A heat insulating layer is formed.
【0019】なお、ここではコンクリート型枠の構成方
法として、先に発泡合成樹脂製堰板部材10をすべて配
設した後に剛性棒状部材9を挿入する方法を詳述した
が、まず発泡合成樹脂製堰板部材10を一段だけ配置
し、剛性棒状部材9及び連結部材15を挿通させ、該剛
性棒状部材9に2段目以降の発泡合成樹脂製堰板部材1
0を取り付けてもよいし、先に剛性棒状部材9を所定間
隔で多数立設し、それに発泡合成樹脂製堰板部材10や
連結部材15を取り付けてもよい。Here, as a method of constructing the concrete formwork, the method in which the rigid bar-shaped member 9 is inserted after all of the foam synthetic resin damping plate members 10 have been previously described has been described in detail. The weir plate member 10 is arranged in only one stage, and the rigid rod-shaped member 9 and the connecting member 15 are inserted therethrough.
Alternatively, a number of rigid rod-like members 9 may be first erected at predetermined intervals, and a foam synthetic resin dam plate member 10 and a connecting member 15 may be attached thereto.
【0020】上記のように、本発明の断熱材施工法は、
コンクリ−ト打設後の型枠をも蓄熱槽壁5の一部とし、
発泡合成樹脂製堰板部材10に断熱材の役割を持たせる
ものであるから、型枠の撤去、充填材による孔埋め等は
不要であり、施工作業は大幅に簡略化され、短時間で実
施することができる。[0020] As described above, the heat insulating material construction method of the present invention comprises:
The formwork after concrete casting is also part of the heat storage tank wall 5,
Since the foam synthetic resin damping plate member 10 has the role of a heat insulating material, it is not necessary to remove the formwork, fill the hole with the filling material, etc., and the construction work is greatly simplified and can be performed in a short time. can do.
【0021】又、発泡合成樹脂製堰板部材10を貫通す
る剛性棒状部材9の上下方向所定位置を連結部材15に
より連結したから、蓄熱槽壁5より断熱材としての発泡
合成樹脂製堰板部材10が剥離することはない。Since a predetermined position in the vertical direction of the rigid rod-shaped member 9 penetrating the synthetic resin dam plate member 10 is connected by the connecting member 15, the heat storage tank wall 5 forms a foam synthetic resin dam plate member as a heat insulating material. 10 does not peel off.
【0022】なお、蓄熱槽1内壁面全体に貼着する防水
材7としては、ポリエチレン、ポリプロピレン等のポリ
オレフィン系シ−ト、ゴム系シ−ト、ポリ塩化ビニルシ
−ト等を使用することができる。又、防水材7を貼着す
る代わりに、エポキシ樹脂系、ウレタン樹脂系塗料を蓄
熱槽1内壁面全体に塗布又は吹き付けたり、例えばアク
リル系ディスバージョンを混入したセメントモルタルを
塗布したりして、防水施工してもよい。又、床スラブや
天井スラブの断熱材も本発明の方法によって形成しても
よい。As the waterproof material 7 to be adhered to the entire inner wall surface of the heat storage tank 1, a polyolefin sheet such as polyethylene or polypropylene, a rubber sheet, a polyvinyl chloride sheet or the like can be used. . Instead of attaching the waterproofing material 7, an epoxy resin-based or urethane resin-based paint is applied or sprayed on the entire inner wall surface of the heat storage tank 1, or a cement mortar mixed with acrylic disperse is applied, for example. It may be waterproofed. Insulating materials for floor slabs and ceiling slabs may also be formed by the method of the present invention.
【0023】[0023]
【発明の効果】本発明の蓄熱槽壁の断熱材施工法は、コ
ンクリ−ト打設後の型枠をも蓄熱槽壁の一部とし、発泡
合成樹脂製堰板部材に断熱材の役割を持たせるものであ
るから、型枠の撤去、充填材による孔埋め等は不要であ
り、施工作業は大幅に簡略化され、短時間で実施するこ
とができる。According to the method for applying heat insulating material to the heat storage tank wall of the present invention, the formwork after concrete casting is also used as a part of the heat storage tank wall, and the role of the heat insulating material in the foam synthetic resin dam plate member. Since it is provided, it is not necessary to remove the formwork, fill the hole with the filler, and the like, and the construction work is greatly simplified and can be performed in a short time.
【0024】又、発泡合成樹脂製堰板部材を貫通する剛
性棒状部材を連結部材により連結したから、蓄熱槽壁よ
り断熱材としての発泡合成樹脂製堰板部材が剥離するこ
とはない。Further, since the rigid rod-shaped member penetrating the foam synthetic resin dam plate member is connected by the connecting member, the foam synthetic resin dam plate member as a heat insulating material does not peel off from the heat storage tank wall.
【図1】本発明の断熱材施工法を実施して蓄熱槽を構築
した場合の縦断面図である。FIG. 1 is a longitudinal sectional view of a case where a heat storage tank is constructed by implementing a heat insulating material application method of the present invention.
【図2】本発明において使用するコンクリ−ト型枠の一
部縦断側面図である。FIG. 2 is a partial longitudinal side view of a concrete form used in the present invention.
【図3】同・一部正面図である。FIG. 3 is a front view of the same.
【図4】発泡合成樹脂製堰板部材の一部縦断正面図であ
る。FIG. 4 is a partially longitudinal front view of a foam synthetic resin dam plate member.
【図5】図2のA部の詳細斜視図である。FIG. 5 is a detailed perspective view of a portion A in FIG. 2;
【図6】連結部材の一例を示す外観斜視図である。FIG. 6 is an external perspective view showing an example of a connecting member.
【図7】連結部材の他の一例を示す外観斜視図である。FIG. 7 is an external perspective view showing another example of the connecting member.
【図8】従来のコンクリ−ト型枠において使用する締付
金具の正面図である。FIG. 8 is a front view of a fastener used in a conventional concrete formwork.
【図9】従来のコンクリ−ト型枠の一部縦断側面図であ
る。FIG. 9 is a partially longitudinal side view of a conventional concrete formwork.
1…蓄熱槽 5…蓄熱槽壁 9…剛性棒状部材 10…発泡合成樹脂製堰板部材 12…堰部 15…連結部材 17…コンクリ−ト打設用空間 DESCRIPTION OF SYMBOLS 1 ... Thermal storage tank 5 ... Thermal storage tank wall 9 ... Rigid rod-shaped member 10 ... Foam synthetic resin dam plate member 12 ... Dam part 15 ... Connecting member 17 ... Space for concrete casting
───────────────────────────────────────────────────── フロントページの続き (72)発明者 塩坂 健 東京都千代田区丸の内二丁目5番2号 三菱油化株式会社内 (72)発明者 中村 勝敏 三重県四日市市川尻町1000番地 三菱油 化バーディッシェ株式会社内 (72)発明者 陶 昇 東京都中央区日本橋馬喰町一丁目5番4 号 三菱油化エンジニアリング株式会社 内 (72)発明者 小原田 正 東京都中央区日本橋馬喰町一丁目5番4 号 三菱油化エンジニアリング株式会社 内 (72)発明者 伊藤 寛 東京都中央区日本橋馬喰町一丁目5番4 号 三菱油化エンジニアリング株式会社 内 (72)発明者 成田 勝彦 東京都千代田区内幸町一丁目1番3号 東京電力株式会社内 (72)発明者 前川 哲也 東京都千代田区内幸町一丁目1番3号 東京電力株式会社内 (72)発明者 中島 忠敏 埼玉県三郷市谷口612番地11 シマチュ ウ株式会社内 (56)参考文献 実開 昭52−112610(JP,U) 実開 昭61−90907(JP,U) (58)調査した分野(Int.Cl.6,DB名) E04B 2/86 E04B 1/80──────────────────────────────────────────────────続 き Continued on front page (72) Inventor Ken Shiozaka 2-5-2, Marunouchi, Chiyoda-ku, Tokyo Inside Mitsubishi Yuka Co., Ltd. (72) Inventor Katsutoshi Nakamura 1000 Kawajiri-cho, Yokkaichi, Mie Prefecture Mitsubishi Yuka Birdishe (72) Inventor Noboru Noboru 1-4-5 Nibashi Bakurocho, Chuo-ku, Tokyo Mitsubishi Yuka Engineering Co., Ltd. Inside (72) Tadashi Oharada 1-4-5 Nihombashi Bakurocho, Chuo-ku, Tokyo Mitsubishi Oil (72) Inventor Hiroshi Ito 1-5-4 Nihonbashi Bakurocho, Chuo-ku, Tokyo Mitsubishi Yuka Engineering Co., Ltd. (72) Katsuhiko Narita 1-3-1 Uchisaiwaicho, Chiyoda-ku, Tokyo Tokyo (72) Inventor Tetsuya Maekawa 1, Uchisaiwaicho, Chiyoda-ku, Tokyo No. 1-3 Inside Tokyo Electric Power Company (72) Inventor Tadatoshi Nakajima 612-12 Taniguchi, Misato-shi, Saitama Prefecture Inside Shimachu Co., Ltd. (56) References Japanese Utility Model 52-112610 (JP, U) Japanese Utility Model 61-61 90907 (JP, U) (58) Field surveyed (Int. Cl. 6 , DB name) E04B 2/86 E04B 1/80
Claims (1)
て固定し、上下部及び両側部に突部又はこれと嵌合する
溝部を形成し、上下方向に貫通する複数の挿通孔を穿設
し、この挿通孔の周囲に連結部材装着部を形成した発泡
合成樹脂製堰板部材を前記溝部材上に嵌込み、順次縦横
に連結して立設し、連結された発泡合成樹脂製堰板部材
の挿通孔に水平方向所定間隔で配設した剛性棒状部材を
挿通させて堰部を形成するとともに、連結部材の両端部
を前記連結部材装着部に位置させ、この両端部に形成し
た環状部又は挿通孔に前記剛性棒状部材を挿通させて、
コンクリート打設用空間を介して対向した前記剛性棒状
部材の上下方向所定位置を前記連結部材により連結した
コンクリート型枠を構成し、前記コンクリート打設用空
間にコンクリートを打設することにより蓄熱槽壁を構築
すると同時に断熱層を形成することを特徴とする蓄熱槽
壁の断熱材施工法。1. A highly rigid groove member is arranged on a floor slab.
And fixed to the upper and lower parts and both side parts.
A groove is formed, a plurality of insertion holes penetrating in the vertical direction are formed, and a synthetic resin dam plate member having a connecting member mounting portion formed around the insertion hole is fitted onto the groove member, and is sequentially vertically and horizontally.
The rigid bar-shaped members disposed at predetermined horizontal intervals are inserted through the insertion holes of the connected foam synthetic resin dam plate member to form a dam portion, and both ends of the connecting member are connected. Positioned at the connection member mounting portion, by passing the rigid rod-shaped member through the annular portion or through holes formed at both ends,
A heat storage tank wall is formed by forming a concrete formwork in which predetermined positions in the vertical direction of the rigid rod-shaped members opposed to each other via a concrete casting space are connected by the connecting member, and concrete is poured into the concrete casting space. A method for constructing a heat insulating material for a heat storage tank wall, wherein a heat insulating layer is formed at the same time as constructing the heat insulating material.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP5110755A JP2821464B2 (en) | 1993-05-12 | 1993-05-12 | Heat storage tank wall insulation method |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP5110755A JP2821464B2 (en) | 1993-05-12 | 1993-05-12 | Heat storage tank wall insulation method |
Publications (2)
Publication Number | Publication Date |
---|---|
JPH06322854A JPH06322854A (en) | 1994-11-22 |
JP2821464B2 true JP2821464B2 (en) | 1998-11-05 |
Family
ID=14543748
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP5110755A Expired - Fee Related JP2821464B2 (en) | 1993-05-12 | 1993-05-12 | Heat storage tank wall insulation method |
Country Status (1)
Country | Link |
---|---|
JP (1) | JP2821464B2 (en) |
Families Citing this family (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN105421816B (en) * | 2015-11-20 | 2017-08-15 | 刘斌 | Insulation energy-saving assembling house and construction method |
CN111794445A (en) * | 2020-07-13 | 2020-10-20 | 沈阳建筑大学 | Ring-type FRP connecting piece and using method thereof |
Family Cites Families (8)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPS52112610U (en) * | 1976-02-24 | 1977-08-26 | ||
JPS6056986B2 (en) * | 1980-06-17 | 1985-12-12 | 日本軽金属株式会社 | Construction method for concrete insulation walls |
JPS59228550A (en) * | 1983-06-08 | 1984-12-21 | 三浦 広一 | Reinforced concrete wall constructing member |
JPS6190907U (en) * | 1984-11-19 | 1986-06-13 | ||
JPS61158541A (en) * | 1984-12-28 | 1986-07-18 | 株式会社 冨士起業 | Skeletal body for building |
FR2673508B1 (en) * | 1991-03-06 | 1993-06-25 | Rhone Poulenc Chimie | PHYTOSANITARY SUSPO-EMULSIONS. |
JPH04111809U (en) * | 1991-03-15 | 1992-09-29 | 有限会社内海物産 | Ceramic board for construction |
JPH05112993A (en) * | 1991-10-22 | 1993-05-07 | Kanegafuchi Chem Ind Co Ltd | Construction of concrete building |
-
1993
- 1993-05-12 JP JP5110755A patent/JP2821464B2/en not_active Expired - Fee Related
Also Published As
Publication number | Publication date |
---|---|
JPH06322854A (en) | 1994-11-22 |
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