JPH0786261B2 - Floor construction method for buildings - Google Patents

Floor construction method for buildings

Info

Publication number
JPH0786261B2
JPH0786261B2 JP4016884A JP1688492A JPH0786261B2 JP H0786261 B2 JPH0786261 B2 JP H0786261B2 JP 4016884 A JP4016884 A JP 4016884A JP 1688492 A JP1688492 A JP 1688492A JP H0786261 B2 JPH0786261 B2 JP H0786261B2
Authority
JP
Japan
Prior art keywords
base
heat insulating
floor
insulating material
foam insulation
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
Application number
JP4016884A
Other languages
Japanese (ja)
Other versions
JPH05214785A (en
Inventor
祐右 梶田
Original Assignee
梶田建設株式会社
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 梶田建設株式会社 filed Critical 梶田建設株式会社
Priority to JP4016884A priority Critical patent/JPH0786261B2/en
Publication of JPH05214785A publication Critical patent/JPH05214785A/en
Publication of JPH0786261B2 publication Critical patent/JPH0786261B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

Links

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
    • 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
    • Y02BCLIMATE CHANGE MITIGATION TECHNOLOGIES RELATED TO BUILDINGS, e.g. HOUSING, HOUSE APPLIANCES OR RELATED END-USER APPLICATIONS
    • Y02B80/00Architectural or constructional elements improving the thermal performance of buildings

Landscapes

  • Building Environments (AREA)
  • Laminated Bodies (AREA)

Description

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

【0001】[0001]

【産業上の利用分野】本発明は、木造建築物、プレハブ
住宅、コンクリート建築物を建築するための床施工法の
改良に関するが、殊に地下室、半地下室などを建築した
場合、地下室、半地下室などに対して気密性、断熱性な
どを発揮する床施工法に関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to an improvement of a floor construction method for constructing wooden buildings, prefabricated houses and concrete buildings. Particularly, when a basement or semi-basement is constructed, the basement or semi-basement is used. The present invention relates to a floor construction method that exhibits airtightness, heat insulation, etc.

【0002】[0002]

【従来技術と問題点】地下室、半地下室を有する木造住
宅の場合、地下基礎は、床下の構造を木床組(図11
示、図12示)か、スラブコンクリート上に木床を組む
手段(図13示)が採用されている。これらのうち、車
庫の如き外部に面する床においては、特に上記木床組構
造にあっては、気密性、断熱性に不安があることが知ら
れていると共に、排気ガスによる事故発生が問題にされ
ている。これら問題点の解決策として、スラブコンクリ
ート上に木床を組み、断熱材を敷設する床施工手段が知
られている(図14示、図15示)。この施工手段によ
るときは、気密性が向上するものの、蓄熱式の床暖房を
施行するには、木床上に施行しなければならず、複雑な
構造になるばかりでなく、施工に時間がかかる。図1
3、図16などのスラブコンクリートを蓄熱にするに
しても、床下及び基礎の下側などに多量の断熱板を配備
しないと蓄熱が蓄熱作用を効果的に発揮しない。
[Prior Art and Problems] In the case of a wooden house having a basement or a semi-basement, the basement of the basement is an underfloor structure (see FIG. 11).
(Fig. 12) or a means for assembling a wooden floor on slab concrete (Fig. 13). Of these, in the floor facing the outside such as a garage, it is known that there is anxiety about airtightness and heat insulation particularly in the above-mentioned wooden floor structure, and an accident caused by exhaust gas is a problem. Has been As a solution to these problems, there is known a floor construction means in which a wooden floor is assembled on slab concrete and a heat insulating material is laid (see FIGS. 14 and 15). Although the airtightness is improved by this construction means, in order to carry out the heat storage type floor heating, it is necessary to carry out on the wooden floor, and not only the complicated structure but also the construction takes time. Figure 1
Even if the slab concrete shown in FIG. 3 or FIG. 16 is used as the heat storage body , the heat storage body does not exhibit its heat storage effect effectively unless a large amount of heat insulating plates are provided under the floor and under the foundation.

【0003】上記したいずれの施工手段を採用するにし
ても、容易に断熱構造、気密構造、蓄熱構造などにする
ことに困難性がある。
Even if any of the above-mentioned construction means is adopted, it is difficult to easily form a heat insulating structure, an airtight structure, a heat storage structure, or the like.

【0004】本発明は、上述の問題点を解決するべくな
したもので、建築物、殊に木造建築物の地下基礎におい
て木床組の施行を排し、断熱構造、気密構造、蓄熱構造
等を容易に施工し得るようにすること目的とする。
The present invention has been made to solve the above-mentioned problems, and eliminates the construction of wooden floors in an underground foundation of a building, particularly a wooden building, and has a heat insulating structure, an airtight structure, a heat storage structure, etc. The purpose is to be able to easily install.

【0005】[0005]

【問題点解決のための手段】本発明が上述の目的を達成
するためになした手段は、スラブコンクリート上に土台
を固定すると共に、発泡断熱材を配置間隔をあけて敷設
し、土台回りの発泡断熱材敷設側面に防湿シートを配設
し、発泡断熱材相互の配置間隔及び発泡断熱材と土台と
の配置間隔に現場発泡性断熱材を注入せしめ、土台回り
の防湿シート配設側面に防湿シート表面から堰板を取付
け、ついで発泡断熱材上に床鉄筋を配し、コンクリート
を打設して均すということ及び、スラブコンクリート上
に土台を固定すると共に、発泡断熱材を配置間隔をあけ
て敷設し、土台回りの発泡断熱材敷設側面に防湿シート
を配設し、発泡断熱材相互の配置間隔及び発泡断熱材と
土台との配置間隔に現場発泡性断熱材を注入せしめ、土
台回りの防湿シート配設側面に防湿シート表面から堰板
を取付け、ついで発泡断熱材上に床鉄筋を配し、その床
鉄筋上に暖房管を配管し、コンクリートを打設して均す
ということである。
[Means for Solving the Problems] Means for achieving the above-mentioned object of the present invention is to fix a foundation on slab concrete and to lay a foam insulating material at an arrangement interval, A moisture-proof sheet is placed on the side of the foam insulation, and the on-site foam insulation is injected into the space between the foam insulation and the space between the foam insulation and the base. Install the weir plate from the sheet surface, then arrange the floor reinforcing bars on the foam insulation, level the concrete by placing it, and fix the foundation on the slab concrete, and place the foam insulation at intervals. Install a moisture-proof sheet on the side of the foam insulation around the base, and inject the on-site foam insulation into the space between the foam insulation and the space between the foam insulation and the base. Moisture-proof sea Disposed side surfaces mounting the sheathing board moisture-proof sheet surface, then placed floor rebar on foam insulation, heating pipes and piping on the floor reinforcement, is that leveled by Da設 concrete.

【0006】[0006]

【実施例】請求項1について、図1〜図8を参照しなが
ら説明する。
DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS Claim 1 will be described with reference to FIGS.

【0007】ボイラー室B及び/又は車庫G(図1
示)、或いは倉庫、冷蔵庫、保冷庫、その他の地下室又
は半地下室を有する場合において、地下室又は半地下室
の天井となり、かつ建築物の床となるスラブコンクリー
ト1上に土台2をアンカーボルト(不図示)、ボルト、
その他の固定手段で取付け固定する。そして、土台2上
に柱12、間柱13などを立設せしめる。次に、予め板
状に成形された発泡断熱材3(たとえば、厚さ100mm
位の発泡ポリスチレン板、その他の発泡樹脂板)をスラ
ブコンクリート上1に敷設するが、発泡断熱材3は、全
周面一側方(上方)から他側方(下方)に至るに従っ
て拡がるほぼハ字状に成形された断熱材で、スラブコン
クリート1上に発泡断熱材相互間にV字形の配置間隔4
を形成しながら敷設されると共に、土台2との間にもほ
ぼV字形の配置間隔6を形成して敷設される。発泡断熱
材3の敷設が済んだら、柱12、間柱13などの下方、
即ち、土台2回りの発泡断熱材敷設側面に防湿シート5
(たとえば、ポリエチレン樹脂フィルム、その他の樹脂
フィルム)を張り巡らし、釘打ち、接着等適宜の固定手
段で柱12の下方、間柱13の下方、土台2などに取付
け固定して配設する。防湿シート5は、後記のコンクリ
ート10の湿気、建築物外部からの湿気等を防止せしめ
るための部材である。次に、発泡断熱3相互の配置間
隔4と、発泡断熱板3と土台2との配置間隔6とに現場
発泡性断熱材7(たとえば、発泡ポリウレタンフォー
ム、その他の現場発泡性樹脂)を注入し、発泡せしめて
断熱層を形成せしめる。これが済んだら、柱12の下
方、間柱13の下方等の発泡断熱材敷設側面において、
敷設した発泡断熱材3よりも上方に堰板8(高さ80mm
位)を釘打ちして取付け、後述のコンクリート10が柱
12と間柱13戸の間隔に流込むことを堰止める。次い
で、敷設した発泡断熱材3に床鉄筋9(たとえば直径
3.2mm位のワイヤーメッシュ)を配置し、コンクリー
ト10を打設し、表面を平に均して施工を終る。
Boiler room B and / or garage G (see FIG. 1)
In the case of a warehouse, refrigerator, cold storage, or other basement or semi-basement, the base 2 is anchor bolts (not shown) on the slab concrete 1 that serves as the ceiling of the basement or semi-basement and the floor of the building. ),bolt,
Attach and fix with other fixing means. Then, the pillars 12, the studs 13 and the like are erected on the base 2. Next, the foamed heat insulating material 3 (for example, a thickness of 100 mm, which is formed in a plate shape in advance, is used.
Position of expanded polystyrene plates, but the other of the foamed resin sheet) is laid concrete slab on 1, foam insulation 3 is substantially entire peripheral surface spreads according leads on one side (the other side from the top) (downward) Insulation material shaped like a letter V, with V-shaped spacing 4 between foam insulation materials on slab concrete 1
And the base 2 are also laid while forming a substantially V-shaped arrangement interval 6 between them. After laying the foam insulation 3, lower the pillars 12, studs 13, etc.,
That is, the moisture-proof sheet 5 is provided on the side surface of the foam insulating material laid around the base 2.
(For example, a polyethylene resin film or other resin film) is stretched around, and is attached and fixed to the lower part of the pillar 12, the lower part of the stud 13, the base 2 or the like by an appropriate fixing means such as nailing or adhesion. The moisture-proof sheet 5 is a member for preventing the moisture of the concrete 10 described later, the moisture from the outside of the building, and the like. Next, in-situ foaming heat-insulating material 7 (for example, foamed polyurethane foam or other in-situ foaming resin) is injected into the arrangement interval 4 between the foam insulation materials 3 and the arrangement interval 6 between the foam insulation plate 3 and the base 2. Then, foam it to form a heat insulating layer. Once this is done, on the foam insulation laying side, such as below the columns 12, below the studs 13,
Barrier plate 8 (height 80 mm above the laid foam insulation 3)
The concrete 10 to be described later is blocked from flowing into the space between the columns 12 and 13 studs. Next, floor reinforcing bars 9 (for example, wire mesh having a diameter of about 3.2 mm) are placed on the laid foam insulation material 3, concrete 10 is cast, and the surface is leveled to finish the construction.

【0008】上述の工程において、敷設した発泡断熱材
3に不陸が生じた場合には、一旦撤去し、スラブコンク
リート1上に砂(不図示)をいてから再敷設し、面一
に揃えるようにする。また、発泡断熱材3の全周面をほ
ぼハ字状に成形する理由は、敷設作業時に下方が相互に
当接して作業性を向上せしめるためと、配置間隔4,6
内に現場発泡性断熱材7を注入しえるようにして断熱性
をたかめるためとである。配置間隔4,6内に注入した
現場発泡性断熱材7が、敷設した発泡断熱材3よりも高
く盛り上った時は、盛上り部をカットして表面を面一に
する。
[0008] In the above process, when Furiku the foam insulation 3 which is laid occurs, once removed, on concrete slab 1 and re-laid after have laid sand (not shown), align flush To do so. Further, the reason why the entire peripheral surface of the foamed heat insulating material 3 is formed in a substantially V-shape is that the lower parts abut each other during the laying work to improve workability, and the arrangement intervals 4, 6
This is to enhance the heat insulating property by allowing the in-situ foaming heat insulating material 7 to be injected therein. When the in-situ foaming heat insulating material 7 injected into the arrangement intervals 4 and 6 rises higher than the laid foaming heat insulating material 3, the rising portion is cut to make the surface flush.

【0009】上述の実施例における各部材の長さ寸法、
厚さ寸法、その他の寸法は、取扱いやすい寸法、断熱機
能、気密機能などを損なわない適度の寸法等の一例を示
すもので、これに限定されるものではない。
The length dimension of each member in the above embodiment,
The thickness dimension and other dimensions are examples of dimensions that are easy to handle, moderate dimensions that do not impair the heat insulating function, airtight function, and the like, and are not limited thereto.

【0010】しかして、上述の工程を次のように変更す
ることが可能である。
However, the above steps can be modified as follows.

【0011】スラブコンクリート1上に土台2を固定す
る→前記防湿シート5の配設→スラブコンクリート1上
に発泡断熱材3を敷設する→配置間隔4,6内に現場発
泡性断熱材7を注入する→前記堰板8の取付け→前記床
鉄筋9の配置→コンクリート10を打設する。
Fixing the base 2 on the slab concrete 1-> disposing the moisture-proof sheet 5-> laying the foam insulation 3 on the slab concrete 1-> injecting the on-site foam insulation 7 into the arrangement intervals 4, 6. -> Install the dam plate 8-> Place the floor rebar 9-> Place concrete 10.

【0012】請求項2を図9で説明する。Claim 2 will be described with reference to FIG.

【0013】請求項1の床鉄筋9の配筋工程までは、請
求項1と同じ工程である。
The steps up to the step of arranging the floor reinforcing bar 9 of claim 1 are the same as those of claim 1.

【0014】床鉄筋9の配筋が終ったら、暖房管11
(金属管、合成樹脂管のどちらでもよい)を床鉄筋9上
に配管し、コンクリート10を打設し、表面を平に均し
て施工を終る。
When the arrangement of the floor reinforcement 9 is completed, the heating pipe 11
(Metal tube or synthetic resin tube may be used) is laid on the floor rebar 9, concrete 10 is placed, and the surface is leveled to finish the construction.

【0015】ところで、上記2つの実施例において、発
泡断熱材3の周面の一部又は全部を、上面及び下面と直
角に成形して構成し(図10の右側の発泡断熱材3を参
照)、全周がハ字状の前発泡断熱材3と組合せて敷設
すれば、ほぼV字形の配置間隔4、6が形成されるよう
にすることが可能である。また、堰板8は、図10示の
如く、柱12と間柱13との間における土台2上に取付
け、防湿シート5を柱12、間柱13、堰板8、土台2
の発泡熱材敷設側面に配設する。
By the way, in the above two embodiments, a part or all of the peripheral surface of the foamed heat insulating material 3 is formed by molding at right angles to the upper surface and the lower surface (see the foamed heat insulating material 3 on the right side of FIG. 10). , entire circumference if laid in combination with V-shape prior Symbol foam insulation 3, it is possible to make the arrangement interval 4,6 substantially V-shaped is formed. As shown in FIG. 10, the dam plate 8 is mounted on the base 2 between the pillar 12 and the stud 13, and the moisture-proof sheet 5 is attached to the pillar 12, the stud 13, the dam plate 8, and the base 2.
It is installed on the side of the foamed heat material laid.

【0016】[0016]

【発明の効果】本発明は、叙上のように構成したので、
以下の効果がある。
Since the present invention is constructed as described above,
It has the following effects.

【0017】木床組を施行しないので、手間が省け、断
熱構造、気密構造、蓄熱構造などを能率よく容易に施行
し得る。
Since the wooden floor assembly is not carried out, the labor can be saved and the heat insulating structure, the airtight structure, the heat storage structure and the like can be carried out efficiently and easily.

【0018】土台回りに防湿シートを配設したので、土
台回りが湿気のため腐蝕すること、土台回りに湿気のた
めカビが発生するといった不利を防止できる。
Since the moisture-proof sheet is arranged around the base,
The pedestal is corroded due to moisture, and
This can prevent disadvantages such as mold.

【0019】発泡断熱材相互の配置間隔及び発泡断熱材
と土台との配置間隔に現場発泡性断熱材を注入すること
により、地下室、半地下室があっても、それらからのヒ
ートブリッジを防止でき、建築物内が冷却されず、断熱
性能が向上する。
Foam Insulation Material Spacing Arrangement and Foam Insulation Material
In-situ foaming insulation is injected in the space between base and base
Even if there are basements and semi-basements,
It can prevent heat bridges and does not cool the inside of the building
Performance is improved.

【0020】スラブコンクリートに不陸が生じていて
も、堰板の取付け時に水平レベルを得られるので、最後
のコンクリート打設によって完成する床を容易に水平に
できる。
The slab concrete is rough
Also, since the horizontal level can be obtained when installing the weir plate,
Floors completed easily by concrete pouring
it can.

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

【図1】 本発明の施工法によって完成した床の1例
を示す概略断面図。
FIG. 1 is a schematic sectional view showing an example of a floor completed by a construction method of the present invention.

【図2】 図1の一部拡大縦断面図。FIG. 2 is a partially enlarged vertical sectional view of FIG.

【図3】 図2の(3)−(3)線による横断面図。FIG. 3 is a transverse sectional view taken along line (3)-(3) of FIG.

【図4】 本発明施工法の土台施工図。FIG. 4 is a base construction drawing of the construction method of the present invention.

【図5】 本発明施工法の発泡熱材施工図。[5] foam sectional heated material construction diagram of the present invention construction methods.

【図6】 本発明施工法の防湿シート、現場発泡性断
熱材、堰板等施工図。
FIG. 6 is a construction diagram of the moisture-proof sheet, foamable heat insulating material on site, dam plate, etc. of the construction method of the present invention.

【図7】 本発明施工法の床鉄筋施工図。FIG. 7 is a floor reinforcing bar construction drawing of the construction method of the present invention.

【図8】 本発明施工法のコンクリート打設施工図。FIG. 8 is a concrete pouring construction drawing of the construction method of the present invention.

【図9】 本発明施工法の暖房管施工図。FIG. 9 is a heating pipe construction drawing of the construction method of the present invention.

【図10】 本発明施工法の他例を示す施工図。FIG. 10 is a construction drawing showing another example of the construction method of the present invention.

【図11】 木床組の従来例を示す断面図。FIG. 11 is a cross-sectional view showing a conventional example of a wooden floor set.

【図12】 木床組の他の従来例を示す断面図。FIG. 12 is a cross-sectional view showing another conventional example of a wooden floor set.

【図13】 スラブコンクリートと木床組との従来
示す断面図。
FIG. 13 is a cross-sectional view showing a conventional example of slab concrete and a wooden floor set.

【図14】 スラブコンクリートと木床組と断熱材との
従来例を示す断面図。
FIG. 14 is a cross-sectional view showing a conventional example of slab concrete, a wooden floor set, and a heat insulating material.

【図15】 図14の一部拡大縦断左側面図。FIG. 15 is a partially enlarged vertical sectional left side view of FIG. 14;

【図16】 スラブコンクリートを蓄熱にする従来例
の断面図。
FIG. 16 is a cross-sectional view of a conventional example in which slab concrete is used as a heat storage body .

【符号の説明】[Explanation of symbols]

1:スラブコンクリート 2:土台 3:発泡断熱材 4:配置間隔 5:防湿シート 6:配置間隔 7:現場発泡性断熱材 8:堰板 9:床鉄筋 10:コンクリート 11:暖房管 1: Slab concrete 2: Base 3: Foam insulation material 4: Arrangement interval 5: Moisture-proof sheet 6: Arrangement interval 7: In-situ foam insulation material 8: Dam plate 9: Floor rebar 10: Concrete 11: Heating pipe

Claims (2)

【特許請求の範囲】[Claims] 【請求項1】スラブコンクリート上に土台を固定すると
共に、発泡断熱材を配置間隔をあけて敷設し、土台回り
の発泡断熱材敷設側面に防湿シートを配設し、発泡断熱
材相互の配置間隔及び発泡断熱材と土台との配置間隔に
現場発泡性断熱材を注入せしめ、土台回りの防湿シート
配設側面に防湿シート表面から堰板を取付け、ついで発
泡断熱材上に床鉄筋を配し、コンクリートを打設して均
すことを特徴とする建築物の床施工法。
1. A base is fixed on slab concrete, foam insulation is laid at intervals, and a moisture-proof sheet is arranged on the side of the foam insulation laying around the base. Also, in-situ foamable heat insulating material is injected into the gap between the foam heat insulating material and the base, a dam plate is attached from the surface of the moisture resistant sheet to the side of the moisture resistant sheet around the base, and then the floor rebar is placed on the foam heat insulating material. A floor construction method for buildings, which is characterized by placing concrete and leveling it.
【請求項2】スラブコンクリート上に土台を固定すると
共に、発泡断熱材を配置間隔をあけて敷設し、土台回り
の発泡断熱材敷設側面に防湿シートを配設し、発泡断熱
材相互の配置間隔及び発泡断熱材と土台との配置間隔に
現場発泡性断熱材を注入せしめ、土台回りの防湿シート
配設側面に防湿シート表面から堰板を取付け、ついで発
泡断熱材上に床鉄筋を配し、その床鉄筋上に暖房管を配
管し、コンクリートを打設して均すことを特徴とする建
築物の床施工法。
2. A base is fixed on slab concrete, foam insulation is laid at intervals, and a moisture-proof sheet is arranged on the side of the foam insulation laying around the base. Also, in-situ foamable heat insulating material is injected into the gap between the foam heat insulating material and the base, a dam plate is attached from the surface of the moisture resistant sheet to the side of the moisture resistant sheet around the base, and then the floor rebar is placed on the foam heat insulating material. A floor construction method for a building, characterized by placing a heating pipe on the floor reinforcement and placing concrete to level it.
JP4016884A 1992-01-31 1992-01-31 Floor construction method for buildings Expired - Fee Related JPH0786261B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP4016884A JPH0786261B2 (en) 1992-01-31 1992-01-31 Floor construction method for buildings

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP4016884A JPH0786261B2 (en) 1992-01-31 1992-01-31 Floor construction method for buildings

Publications (2)

Publication Number Publication Date
JPH05214785A JPH05214785A (en) 1993-08-24
JPH0786261B2 true JPH0786261B2 (en) 1995-09-20

Family

ID=11928601

Family Applications (1)

Application Number Title Priority Date Filing Date
JP4016884A Expired - Fee Related JPH0786261B2 (en) 1992-01-31 1992-01-31 Floor construction method for buildings

Country Status (1)

Country Link
JP (1) JPH0786261B2 (en)

Families Citing this family (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN113795450B (en) * 2019-05-13 2023-07-28 三菱电机株式会社 Installation structure and installation method of landing sill device of elevator
CN110965823A (en) * 2019-12-26 2020-04-07 陈雨 Underground garage with protruding corridor
CN112796454A (en) * 2021-01-29 2021-05-14 陈雨 Structure and method for reducing height of underground chamber by combining concrete and assembly type
CN112814142A (en) * 2021-02-03 2021-05-18 陈雨 Basement for arranging equipment pipelines by utilizing overall building space

Family Cites Families (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS62137351A (en) * 1985-12-11 1987-06-20 ダウ化工株式会社 Construction of unfloored part
JPH01268945A (en) * 1988-04-18 1989-10-26 Dai Ichi Horm Co Ltd Earth floor device for building
JPH02304150A (en) * 1989-05-16 1990-12-17 Tanaka Hoomuzu:Kk Floor construction method

Also Published As

Publication number Publication date
JPH05214785A (en) 1993-08-24

Similar Documents

Publication Publication Date Title
US7958687B2 (en) Concrete panel construction system
US7627997B2 (en) Concrete foundation wall with a low density core and carbon fiber and steel reinforcement
US20070144093A1 (en) Method and apparatus for fabricating a low density wall panel with interior surface finished
US20060096204A1 (en) Structural wall apparatuses, systems, and methods
US5803669A (en) Thermal-insulated concrete forming system
US4909001A (en) System of housing and building construction by means of prefabricated components
US20060218870A1 (en) Prestressed concrete building panel and method of fabricating the same
US20050262786A1 (en) Concrete foundation wall with a low density core and carbon fiber and steel reinforcement
EA013175B1 (en) Outer multi-story frame building wall of arcos system and method of erection thereof
US20220049502A1 (en) Systems and methods for retrofitting an existing building
JPH0786261B2 (en) Floor construction method for buildings
JP3641038B2 (en) Outside heat insulation foundation structure
US4136499A (en) Method for making a reinforced wall or foundation
RU175404U1 (en) FIXED FORMWORK FOR FOUNDATIONS
JP3379065B2 (en) Thermal insulation foundation
JP4746784B2 (en) Outside insulation construction method
JP2894482B2 (en) Building Floor Enforcement Law
KR102390555B1 (en) Basic structure construction system for wooden buildings
RU213620U1 (en) WALL PANEL
JP3233938U (en) Precast board and the lowest floor structure using the precast board
JP2002285709A (en) Method for repairing wooden building or the like
CN211341140U (en) Assembled steel structure frame for frame building construction
KR920004493B1 (en) Panel for heating system
EP1185748B1 (en) Concrete panel construction system
EA045520B1 (en) WALL PANEL

Legal Events

Date Code Title Description
LAPS Cancellation because of no payment of annual fees