Deprecated: The each() function is deprecated. This message will be suppressed on further calls in /home/zhenxiangba/zhenxiangba.com/public_html/phproxy-improved-master/index.php on line 456
JP3675937B2 - Thermal insulation structure and construction method thereof - Google Patents
[go: Go Back, main page]

JP3675937B2 - Thermal insulation structure and construction method thereof - Google Patents

Thermal insulation structure and construction method thereof Download PDF

Info

Publication number
JP3675937B2
JP3675937B2 JP06919996A JP6919996A JP3675937B2 JP 3675937 B2 JP3675937 B2 JP 3675937B2 JP 06919996 A JP06919996 A JP 06919996A JP 6919996 A JP6919996 A JP 6919996A JP 3675937 B2 JP3675937 B2 JP 3675937B2
Authority
JP
Japan
Prior art keywords
heat insulating
section
insulating material
wall
sections
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 - Lifetime
Application number
JP06919996A
Other languages
Japanese (ja)
Other versions
JPH09235794A (en
Inventor
尚幸 山本
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.)
Sumitomo Forestry Co Ltd
Original Assignee
Sumitomo Forestry Co Ltd
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 Sumitomo Forestry Co Ltd filed Critical Sumitomo Forestry Co Ltd
Priority to JP06919996A priority Critical patent/JP3675937B2/en
Publication of JPH09235794A publication Critical patent/JPH09235794A/en
Application granted granted Critical
Publication of JP3675937B2 publication Critical patent/JP3675937B2/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

Links

Images

Classifications

    • YGENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
    • Y02TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
    • Y02ATECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE
    • Y02A30/00Adapting or protecting infrastructure or their operation
    • Y02A30/24Structural elements or technologies for improving thermal insulation
    • Y02A30/244Structural elements or technologies for improving thermal insulation using natural or recycled building materials, e.g. straw, wool, clay or used tires

Landscapes

  • Building Environments (AREA)

Description

【0001】
【発明の属する技術分野】
本発明は、ホールダウン金物を使用する場合に適した断熱構造およびその施工方法に関する。
【0002】
【従来の技術】
建物の省エネ化を図るには、床・壁・天井などの境界面を断熱構造とすることで建物の熱損失を減らす必要がある。かかる断熱構造には、躯体構造の種別や機能の程度に応じてさまざまなものがあるが、木造建築においては、断熱材を壁の外側に張る外張り工法か、断熱材を壁内に充填する充填工法のいずれかの工法で断熱構造を形成することが多い。
【0003】
図6(a) は、充填工法で形成された断熱構造を示したものである。同図に示す断熱構造は、柱1を含む壁の断熱構造であり、該柱1やボード受け4に固定された構造用合板2と内装下地材3との間にグラスウールなどの繊維系断熱材5を充填して断熱化を図っている。
【0004】
かかる充填工法は、外張り工法に比べて断熱材を柱間あるいは間柱間に収めやすく、使用する断熱材の量も少なくて済むという利点がある。
【0005】
一方、木造住宅の柱を土台等に接合する際、ホールダウン金物と呼ばれる接合具を使用することがある。図6(b) は、ホールダウン金物を用いて柱を土台に接合した様子を示したものである。同図でわかるように、ホールダウン金物9は、底板およびその縁部から立設された側板とから概ね構成され、該側板をラグスクリュー等で柱1に固定する一方、予め基礎6に埋設されたアンカーボルト7を底板に形成されたボルト孔に挿通した上でナットで締め付けるようになっており、柱1を土台8に引き寄せて柱の引き抜き強度を向上させることができるようになっている。
【0006】
【発明が解決しようとする課題】
しかしながら、ホールダウン金物9を使用した壁に上述した充填工法による断熱化を行う場合、同図に示すように該金物9近傍において断熱材5が納めにくくなり、その結果として金物9の周囲に隙間が生じるという問題を生じていた。
【0007】
かかる隙間の発生は、熱橋となって熱損失量の増大を招くのみならず温度低下による表面結露を発生させる原因となるとともに、金物廻りに発生した内部結露によって断熱材や構造材の耐久性を低下させる原因ともなる。
【0008】
本発明は、上述した事情を考慮してなされたもので、接合具近傍において断熱材に隙間が生じるのを防止することが可能な断熱構造およびその施工方法を提供することを目的とする。
【0009】
【課題を解決するための手段】
上記目的を達成するため、本発明の断熱構造は請求項1に記載したように、壁、天井若しくは床の断面内に仕切材を配設して該断面内を複数の区画に分割し、該各区画のうち、一部の区画には現場発泡タイプの断熱材を注入し、他の区画には予め成形された断熱材を充填してなり、前記一部の区画を軸組接合具が配置された区画としたものである。
【0011】
また、本発明に係る断熱構造の施工方法は請求項2に記載したように、壁、天井若しくは床の断面内に仕切材を配設して該壁内を複数の区画に分割し、該各区画のうち、軸組接合具が配置された一部の区画を除く他の区画には予め成形された断熱材を充填する一方、前記一部の区画には型枠材を前記断面の両側から取り付けて該区画内に現場発泡タイプの断熱材を注入するものである。
【0012】
本発明の断熱構造およびその施工方法においては、一部の区画については、予め成形された断熱材を使用せず、代わりに現場発泡タイプの断熱材を注入する。
【0013】
すると、現場発泡タイプの断熱材は、注入された区画内にすみずみまで行き渡り、該区画内に軸組接合具が配置されているような場合においては、軸組接合具の周囲にも断熱材が密に充填され、隙間が生じることはない。
【0014】
【発明の実施の形態】
以下、本発明に係る断熱構造およびその施工方法の実施の形態について、添付図面を参照して説明する。なお、従来技術と実質的に同一の部品等については同一の符号を付してその説明を省略する。
【0015】
図1は、本実施形態に係る断熱構造を示したものである。同図でわかるように、本実施形態に係る断熱構造は、土台8と該土台8に柱接合具9を介して接合された柱1とで構成された壁内に仕切材11、12を配設して該壁内を複数の区画に分割し、該各区画のうち、柱接合具9が配置された区画には現場発泡タイプの断熱材13を注入し、他の区画には予め成形された断熱材5を充填してある。
【0016】
なお、壁内には、構造用合板2やプラスターボード等の内装下地材3を取り付けるためのボード受け4を柱1に取り付けるとともに、間柱受け16を土台8に取り付けてある。そして、上述した仕切材11は、間柱受け16の上に立設された間柱14とボード受け4との間に架け渡してあり、仕切材12は、間柱受け16と仕切材11の間に立設してある。
【0017】
予め成形された断熱材5は、グラスウール、ロックウール、セルローズファイバー、軟質繊維板等の繊維系断熱材や、押出し発泡ポリスチレン、フォームポリスチレン、硬質ウレタンフォーム等の発泡プラスチック型断熱材から適宜選択すればよい。
【0018】
現場発泡タイプの断熱材13は、例えばポリウレタンを原料としたものがよい。
【0019】
図2は、本実施形態に係る断熱構造を施工する手順を示したフローチャートである。同図でわかるように、本実施形態に係る施工方法においては、まず、土台8、柱1といった軸組を組み立て、しかる後に間柱受け16を土台8上に敷く(ステップ101)。
【0020】
次に、間柱受け16の上に間柱14およびボード受け4を立設し(ステップ102)、柱接合具9で柱1を土台8若しくは基礎6に緊結する(ステップ103)。
【0021】
次に、図3に示すように、柱接合具9の近傍の壁内に仕切材11、12を配設して壁断面内を複数の区画に分割し、柱接合具9近傍の壁内空間を周囲の壁内空間から仕切る(ステップ104)。
【0022】
次に、図4に示すように、柱接合具9が配置された区画に壁断面両側からベニヤ板等で構成した型枠材21a、21bを取付け(ステップ105)、該型枠材21aに設けた注入口22からポリウレタン等を原料とした現場発泡タイプの断熱材13を注入する(ステップ106)。
【0023】
すると、断熱材13は、ボード受け4、間柱受け16、仕切材11、仕切材12および型枠材21a、21bが堰板となり、それらで囲まれた区画内にすみずみまで行き渡って柱接合具9の周囲にも完全に注入される。
【0024】
一方、その他の区画には断熱材5を充填する(ステップ106)。
【0025】
次に、現場発泡タイプの断熱材13が固化したら、型枠材21a、21bを取り外して撤去する(ステップ107)。
【0026】
断熱材の設置が終了したならば、従来と同様、室内側に図示しない防湿層を張り付け、その上から内装下地材3を取り付けるとともに、室外側に構造用合板2を取り付ける。
【0027】
以上説明したように、本実施形態に係る断熱構造およびその施工方法によれば、壁内を仕切材で複数の区画に分割し、それらのうち、柱接合具が配置された区画内には現場発泡タイプの断熱材を注入するようにしたので、柱接合具の周囲に隙間が生じることはない。
【0028】
そのため、従来のように、柱接合具の周囲に生じた隙間が熱橋となって熱損失量の増大を招いたり、温度低下による表面結露が発生したり、柱接合具付近に発生した内部結露によって断熱材や構造材の耐久性が低下したりといった不具合を未然に防止することが可能となる。
【0029】
本実施形態では、柱接合具としてホールダウン金物を使用した例を説明したが、かかる接合具に代えて他の補強金物を使用してもよい。
【0030】
また、本実施形態では、軸組接合具が配置された区画に現場発泡タイプの断熱材を注入するようにしたが、必ずしも軸組接合具である必要はなく、例えば配管が設置された周囲を仕切材で囲み、かかる区画内に現場発泡タイプの断熱材を注入するようにしてもよい。
【0031】
また、本実施形態では、壁の両側の堰板として型枠材を設置し、断熱工事終了後に撤去するようにしたが、構造用合板や内装下地材を型枠材として利用してもよい。
【0032】
また、本実施形態では、1階の柱と土台との間に設置した柱接合具廻りに適用した例を説明したが、図5に示したように、柱接合具9を2階の柱31の下端と1階の柱1の上端にそれぞれ設置して該柱接合具9、9をボルト33に緊結し、柱1、柱31を梁32に緊結するような場合にも同様に適用することができる。
【0033】
また、本実施形態では、壁に適用した例を説明したが、壁に限らず、天井や床に適用してもよいことは言うまでもない。
【0034】
【発明の効果】
以上述べたように、本発明の断熱構造は、壁、天井若しくは床の断面内に仕切材を配設して該断面内を複数の区画に分割し、該各区画のうち、一部の区画には現場発泡タイプの断熱材を注入し、他の区画には予め成形された断熱材を充填したので、接合具廻りや配管廻りには隙間が生じない。そのため、熱損失量の増大、温度低下による表面結露の発生、柱接合具付近に発生した内部結露による断熱材や構造材の耐久性の低下といった不具合を未然に防止することができる。
【0035】
また、本発明に係る断熱構造の施工方法は、壁、天井若しくは床の断面内に仕切材を配設して該壁内を複数の区画に分割し、該各区画のうち、軸組接合具が配置された一部の区画を除く他の区画には予め成形された断熱材を充填する一方、前記一部の区画には型枠材を前記断面の両側から取り付けて該区画内に現場発泡タイプの断熱材を注入するようにしたので、接合具廻りや配管廻りには隙間が生じない。そのため、熱損失量の増大、温度低下による表面結露の発生、柱接合具付近に発生した内部結露による断熱材や構造材の耐久性の低下といった不具合を未然に防止することができる。
【0036】
【図面の簡単な説明】
【図1】本実施形態に係る断熱構造の図であり、(a)は正面図、(b)はA―A線に沿う水平断面図。
【図2】本実施形態に係る断熱構造の施工方法を示したフローチャート。
【図3】仕切材を配設した段階での正面図。
【図4】柱接合具が配置された区画内に現場発泡タイプの断熱材を注入している様子を該柱接合具の正面方向から見た詳細断面図。
【図5】本実施形態に係る断熱構造の変形例を示した正面図。
【図6】従来技術の断熱構造を示した図であり、(a)は水平断面図、(b)は全体斜視図。
【符号の説明】
5 予め成形された断熱材
9 柱接合具(軸組接合具)
11、12 仕切材
13 現場発泡タイプの断熱材
21a、21b 型枠材
[0001]
BACKGROUND OF THE INVENTION
The present invention relates to a heat insulating structure suitable for use of a hole-down hardware and a construction method thereof.
[0002]
[Prior art]
In order to save energy in a building, it is necessary to reduce the heat loss of the building by making the boundary surface such as the floor, wall, and ceiling into a heat insulating structure. There are various types of heat insulation structures depending on the type of building structure and the degree of function. In wooden construction, the outer wall construction method in which the heat insulating material is stretched outside the wall or the heat insulating material is filled in the wall. In many cases, the heat insulation structure is formed by any of the filling methods.
[0003]
FIG. 6 (a) shows a heat insulating structure formed by a filling method. The heat insulating structure shown in the figure is a heat insulating structure of a wall including the pillar 1, and a fiber-based heat insulating material such as glass wool between the structural plywood 2 fixed to the pillar 1 and the board receiver 4 and the interior base material 3. 5 is filled for heat insulation.
[0004]
Such a filling method has an advantage that the heat insulating material can be easily accommodated between the columns or between the intercolumns, and the amount of the heat insulating material to be used can be reduced as compared with the outer surface method.
[0005]
On the other hand, when joining a pillar of a wooden house to a base or the like, a joint called a hole-down hardware may be used. FIG. 6 (b) shows a state in which the pillar is joined to the base using the hole-down hardware. As can be seen in the figure, the hole-down hardware 9 is generally composed of a bottom plate and a side plate erected from the edge thereof, and the side plate is fixed to the column 1 with a lag screw or the like, and is embedded in the foundation 6 in advance. The anchor bolt 7 is inserted into a bolt hole formed in the bottom plate and then tightened with a nut, and the column 1 can be pulled to the base 8 to improve the pull-out strength of the column.
[0006]
[Problems to be solved by the invention]
However, when heat insulation is performed on the wall using the hole-down hardware 9 by the above-described filling method, it is difficult to fit the heat insulating material 5 in the vicinity of the hardware 9 as shown in FIG. The problem that occurred was caused.
[0007]
The generation of such gaps not only increases the amount of heat loss by acting as a thermal bridge, but also causes surface condensation due to a decrease in temperature, and the durability of heat insulating materials and structural materials due to internal condensation that occurs around hardware. It may also cause a decrease in.
[0008]
The present invention has been made in consideration of the above-described circumstances, and an object thereof is to provide a heat insulating structure capable of preventing a gap from being generated in a heat insulating material in the vicinity of a connector and a method for constructing the heat insulating structure.
[0009]
[Means for Solving the Problems]
In order to achieve the above object, according to the heat insulating structure of the present invention, as described in claim 1, a partition material is disposed in a cross section of a wall, a ceiling, or a floor, and the cross section is divided into a plurality of sections. In each of the compartments, some of the compartments are injected with in-situ foam-type heat insulating material, and the other compartments are filled with pre-formed heat insulating material. It is what was made the division.
[0011]
Moreover, the construction method of the heat insulation structure according to the present invention is as described in claim 2, wherein a partition material is disposed in a cross section of a wall, a ceiling or a floor, and the inside of the wall is divided into a plurality of sections. Among the compartments, other compartments except for some compartments in which the shaft assembly connector is arranged are filled with a pre-formed heat insulating material, while in some of the compartments, the mold material is applied from both sides of the cross section. It is attached and in-situ foam type heat insulating material is injected into the compartment.
[0012]
In the heat insulating structure and its construction method of the present invention, in-situ foam type heat insulating material is injected instead of using a pre-formed heat insulating material for some sections.
[0013]
Then, the in-situ foam type heat insulating material spreads throughout the injected compartment, and in the case where the shaft assembly connector is arranged in the compartment, the heat insulating material is also provided around the shaft assembly connector. Are closely packed and no gaps are formed.
[0014]
DETAILED DESCRIPTION OF THE INVENTION
DESCRIPTION OF EMBODIMENTS Hereinafter, embodiments of a heat insulating structure and a construction method thereof according to the present invention will be described with reference to the accompanying drawings. Note that components that are substantially the same as those of the prior art are assigned the same reference numerals, and descriptions thereof are omitted.
[0015]
FIG. 1 shows a heat insulating structure according to this embodiment. As can be seen from the figure, the heat insulating structure according to the present embodiment has partition members 11 and 12 arranged in a wall constituted by a base 8 and a pillar 1 joined to the base 8 via a pillar connector 9. The wall is divided into a plurality of sections, and among the sections, the in-situ foam-type heat insulating material 13 is injected into the sections where the column joints 9 are arranged, and the other sections are pre-formed. Insulating material 5 is filled.
[0016]
In addition, in the wall, a board receiver 4 for attaching an interior base material 3 such as a structural plywood 2 or a plaster board is attached to the pillar 1, and a spacer holder 16 is attached to the base 8. The partition material 11 described above is bridged between the space post 14 and the board support 4 erected on the space post receiver 16, and the partition material 12 stands between the space post support 16 and the partition material 11. It is set up.
[0017]
The pre-formed heat insulating material 5 may be appropriately selected from fiber heat insulating materials such as glass wool, rock wool, cellulose fiber, and soft fiber board, and foamed plastic type heat insulating materials such as extruded polystyrene foam, polystyrene foam, and rigid urethane foam. Good.
[0018]
The in-situ foam type heat insulating material 13 is preferably made of, for example, polyurethane.
[0019]
FIG. 2 is a flowchart showing a procedure for constructing the heat insulating structure according to the present embodiment. As can be seen from the figure, in the construction method according to the present embodiment, first, the shafts such as the base 8 and the pillar 1 are assembled, and then the stud holder 16 is laid on the base 8 (step 101).
[0020]
Next, the stud 14 and the board holder 4 are erected on the stud holder 16 (step 102), and the pillar 1 is fastened to the base 8 or the foundation 6 with the pillar joint 9 (step 103).
[0021]
Next, as shown in FIG. 3, the partition members 11 and 12 are arranged in the wall in the vicinity of the column connector 9 to divide the inside of the wall section into a plurality of sections. Is partitioned from the surrounding wall space (step 104).
[0022]
Next, as shown in FIG. 4, formwork materials 21a and 21b made of plywood or the like are attached from both sides of the wall cross section to the section where the column connector 9 is disposed (step 105), and the formwork material 21a is provided. An in-situ foam type heat insulating material 13 made of polyurethane or the like is injected from the injection port 22 (step 106).
[0023]
Then, the heat insulating material 13 is a pillar jointer that is spread all over the compartment surrounded by the board receiver 4, the inter-column holder 16, the partition material 11, the partition material 12, and the formwork materials 21a and 21b. 9 is also completely injected around.
[0024]
On the other hand, the other compartments are filled with the heat insulating material 5 (step 106).
[0025]
Next, when the in-situ foam type heat insulating material 13 is solidified, the mold materials 21a and 21b are removed and removed (step 107).
[0026]
When the installation of the heat insulating material is completed, a moisture-proof layer (not shown) is pasted on the indoor side, the interior base material 3 is attached on the interior, and the structural plywood 2 is attached on the outdoor side, as in the past.
[0027]
As described above, according to the heat insulating structure and the construction method thereof according to the present embodiment, the inside of the wall is divided into a plurality of sections by the partition material, and among them, the section where the column connector is disposed is the site. Since the foam type heat insulating material is injected, there is no gap around the column joint.
[0028]
Therefore, as in the past, the gap around the column joint becomes a thermal bridge, causing an increase in heat loss, surface condensation due to a temperature drop, and internal condensation occurring near the column joint. This makes it possible to prevent problems such as a decrease in durability of the heat insulating material and the structural material.
[0029]
In the present embodiment, an example in which a hole-down hardware is used as a column connector has been described. However, other reinforcing hardware may be used instead of the connector.
[0030]
Further, in this embodiment, the in-situ foam-type heat insulating material is injected into the section where the shaft assembly connector is disposed, but it is not necessarily a shaft assembly connector, for example, around the circumference where the pipe is installed. An in-situ foam type heat insulating material may be injected into the partition by enclosing it with a partition material.
[0031]
Moreover, in this embodiment, although the formwork material was installed as a dam plate on both sides of the wall and removed after completion of the heat insulation work, a structural plywood or an interior base material may be used as the formwork material.
[0032]
Further, in the present embodiment, an example in which the present invention is applied around a column joint installed between a pillar and a base on the first floor has been described. However, as shown in FIG. The same applies to the case where the column joints 9 and 9 are fastened to the bolts 33 and the pillars 1 and 31 are fastened to the beams 32 respectively. Can do.
[0033]
Moreover, although the example applied to the wall was demonstrated in this embodiment, it cannot be overemphasized that you may apply not only to a wall but to a ceiling and a floor.
[0034]
【The invention's effect】
As described above, the heat insulating structure of the present invention is provided with a partition member in a cross section of a wall, ceiling, or floor, and divides the cross section into a plurality of sections. In-situ foam-type heat insulating material is injected into the other compartments, and the other compartments are filled with pre-formed heat insulating material, so that there is no gap around the joint and piping. Therefore, it is possible to prevent problems such as an increase in heat loss, generation of surface dew condensation due to temperature decrease, and decrease in durability of heat insulating materials and structural materials due to internal dew condensation generated near the column joint.
[0035]
Further, the construction method of the heat insulation structure according to the present invention includes a partition member disposed in a cross section of a wall, a ceiling, or a floor to divide the inside of the wall into a plurality of sections. The other compartments except for some of the compartments are filled with a pre-formed heat insulating material, while in some of the compartments formwork materials are attached from both sides of the cross section and foamed in-situ in the compartments. Since the type of heat insulating material is injected, there is no gap around the joint and pipe. Therefore, it is possible to prevent problems such as an increase in heat loss, generation of surface dew condensation due to temperature decrease, and decrease in durability of heat insulating materials and structural materials due to internal dew condensation generated near the column joint.
[0036]
[Brief description of the drawings]
1A and 1B are views of a heat insulating structure according to the present embodiment, in which FIG. 1A is a front view, and FIG. 1B is a horizontal sectional view taken along line AA.
FIG. 2 is a flowchart showing a construction method for a heat insulating structure according to the present embodiment.
FIG. 3 is a front view at a stage where a partition member is disposed.
FIG. 4 is a detailed cross-sectional view of a state in which an in-situ foam-type heat insulating material is injected into a section where the column connector is disposed, as viewed from the front side of the column connector.
FIG. 5 is a front view showing a modification of the heat insulating structure according to the embodiment.
6A and 6B are diagrams showing a conventional heat insulation structure, in which FIG. 6A is a horizontal sectional view, and FIG. 6B is an overall perspective view.
[Explanation of symbols]
5 Pre-formed insulation 9 Column joint (shaft assembly)
11, 12 Partition material 13 On-site foam type heat insulating material 21a, 21b Formwork material

Claims (2)

壁、天井若しくは床の断面内に仕切材を配設して該断面内を複数の区画に分割し、該各区画のうち、一部の区画には現場発泡タイプの断熱材を注入し、他の区画には予め成形された断熱材を充填してなり、前記一部の区画を軸組接合具が配置された区画としたことを特徴とする断熱構造。  A partition material is arranged in the cross section of the wall, ceiling or floor and the inside of the cross section is divided into a plurality of sections, and in-situ foam-type heat insulating material is injected into some sections of each section. A heat insulating structure characterized in that the section is filled with a pre-formed heat insulating material, and the part of the section is a section in which a shaft assembly connector is disposed. 壁、天井若しくは床の断面内に仕切材を配設して該壁内を複数の区画に分割し、該各区画のうち、軸組接合具が配置された一部の区画を除く他の区画には予め成形された断熱材を充填する一方、前記一部の区画には型枠材を前記断面の両側から取り付けて該区画内に現場発泡タイプの断熱材を注入することを特徴とする断熱構造の施工方法。  The partition material is arranged in the cross section of the wall, ceiling, or floor to divide the inside of the wall into a plurality of sections, and among these sections, other sections excluding a part of the section where the shaft assembly connector is disposed Is filled with a pre-formed heat insulating material, while a mold material is attached to the partial section from both sides of the cross section, and an in-situ foam type heat insulating material is injected into the section. Construction method of structure.
JP06919996A 1996-02-29 1996-02-29 Thermal insulation structure and construction method thereof Expired - Lifetime JP3675937B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP06919996A JP3675937B2 (en) 1996-02-29 1996-02-29 Thermal insulation structure and construction method thereof

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP06919996A JP3675937B2 (en) 1996-02-29 1996-02-29 Thermal insulation structure and construction method thereof

Publications (2)

Publication Number Publication Date
JPH09235794A JPH09235794A (en) 1997-09-09
JP3675937B2 true JP3675937B2 (en) 2005-07-27

Family

ID=13395829

Family Applications (1)

Application Number Title Priority Date Filing Date
JP06919996A Expired - Lifetime JP3675937B2 (en) 1996-02-29 1996-02-29 Thermal insulation structure and construction method thereof

Country Status (1)

Country Link
JP (1) JP3675937B2 (en)

Also Published As

Publication number Publication date
JPH09235794A (en) 1997-09-09

Similar Documents

Publication Publication Date Title
US20090077916A1 (en) Composite wall system
US20100242394A1 (en) Fully insulated timber frame building panel system
CN102209820A (en) Composite panels for walls and methods for their manufacture
JP7175534B2 (en) Exterior wall structure of building, heat insulation structure and heat insulation method
JP3026419B2 (en) Wall panels and exterior wall structures
JP3675937B2 (en) Thermal insulation structure and construction method thereof
RU2256754C1 (en) Method for separate cast-in-place building structure erection
JPH10196014A (en) Wall panel and construction method therefor
JP3255225B2 (en) Externally insulated steel frame building, its construction method and building materials
JP3362932B2 (en) Thermal insulation panel and method of manufacturing thermal insulation panel
CN217974914U (en) Four-side tongue-and-groove prefabricated wall and building enclosure system thereof
JP2950410B2 (en) Exterior insulation base panel using high heat insulation exterior wall panel with ventilation passage and high insulation exterior wall panel with ventilation passage
JP3397751B2 (en) Building structural walls
JP3379065B2 (en) Thermal insulation foundation
JPH08209713A (en) External heat-insulating foundation structure
KR200172351Y1 (en) Combined molding plate and heatproof panel for construction work
JP2000204693A (en) Seismic insulation panel and seismic insulation structure using it
JP7032829B1 (en) Buildings and manufacturing methods for buildings
JPH1193451A (en) Heat storage tank
JPS597451Y2 (en) Wall structure in wooden buildings
CN214785303U (en) Assembled energy-conserving wall body
JP2000303576A (en) Moisture condensation proof structure
JP2821464B2 (en) Heat storage tank wall insulation method
JPS6320782Y2 (en)
JP3526333B2 (en) Building structure with long base

Legal Events

Date Code Title Description
A977 Report on retrieval

Free format text: JAPANESE INTERMEDIATE CODE: A971007

Effective date: 20040525

A131 Notification of reasons for refusal

Free format text: JAPANESE INTERMEDIATE CODE: A131

Effective date: 20041130

A131 Notification of reasons for refusal

Free format text: JAPANESE INTERMEDIATE CODE: A131

Effective date: 20050217

A521 Written amendment

Free format text: JAPANESE INTERMEDIATE CODE: A523

Effective date: 20050310

TRDD Decision of grant or rejection written
A01 Written decision to grant a patent or to grant a registration (utility model)

Free format text: JAPANESE INTERMEDIATE CODE: A01

Effective date: 20050401

A61 First payment of annual fees (during grant procedure)

Free format text: JAPANESE INTERMEDIATE CODE: A61

Effective date: 20050427

R150 Certificate of patent or registration of utility model

Free format text: JAPANESE INTERMEDIATE CODE: R150

FPAY Renewal fee payment (event date is renewal date of database)

Free format text: PAYMENT UNTIL: 20110513

Year of fee payment: 6

FPAY Renewal fee payment (event date is renewal date of database)

Free format text: PAYMENT UNTIL: 20110513

Year of fee payment: 6

FPAY Renewal fee payment (event date is renewal date of database)

Free format text: PAYMENT UNTIL: 20140513

Year of fee payment: 9

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

EXPY Cancellation because of completion of term