JPH0227048Y2 - - Google Patents

Info

Publication number
JPH0227048Y2
JPH0227048Y2 JP1985155450U JP15545085U JPH0227048Y2 JP H0227048 Y2 JPH0227048 Y2 JP H0227048Y2 JP 1985155450 U JP1985155450 U JP 1985155450U JP 15545085 U JP15545085 U JP 15545085U JP H0227048 Y2 JPH0227048 Y2 JP H0227048Y2
Authority
JP
Japan
Prior art keywords
formwork
mortar
notch
heat insulating
plane plates
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
Application number
JP1985155450U
Other languages
Japanese (ja)
Other versions
JPS6263306U (en
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 filed Critical
Priority to JP1985155450U priority Critical patent/JPH0227048Y2/ja
Publication of JPS6263306U publication Critical patent/JPS6263306U/ja
Application granted granted Critical
Publication of JPH0227048Y2 publication Critical patent/JPH0227048Y2/ja
Expired legal-status Critical Current

Links

Description

【考案の詳細な説明】 [産業上の利用分野] 本考案は施工性に優れ、特に保温倉庫、穀物用
倉庫、サイロ等の建築物であるいは比較的低層の
建築物に用いて有用な断熱効果を有する起泡モル
タルと建築物構造用永久型枠との複合構造体に関
するものである。
[Detailed description of the invention] [Field of industrial application] The invention has excellent workability and has a heat insulation effect that is particularly useful for buildings such as thermal warehouses, grain warehouses, and silos, or for relatively low-rise buildings. The present invention relates to a composite structure of foamed mortar and permanent formwork for building structures.

[従来の技術] 保温倉庫、穀物用倉庫、サイロ等の、温度を所
要温度に保ち、収容物に温度変化を与えることな
く保護する建築物にあつては、建築物自体の強度
も重要ではあるが、それ以上に保温性を最も重要
な要素とするものである。これらの建築物は従
来、仮枠等を用い鉄筋を配筋し、コンクリートを
打設するという鉄筋コンクリート造及び構造体と
してのコンクリートブロツクを、鉄筋を配筋しつ
つ一個づつ慎重に組積みする工法によつて建設さ
れていた。
[Prior art] For buildings such as thermal warehouses, grain warehouses, and silos that maintain the temperature at the required temperature and protect the stored contents without causing temperature changes, the strength of the building itself is also important. However, even more than that, heat retention is the most important element. Traditionally, these buildings were constructed using reinforced concrete, in which reinforcing bars were arranged using temporary frames, and then concrete was poured, and the concrete blocks used as the structure were carefully built one by one while arranging reinforcing bars. It was being constructed over time.

[考案が解決しようとする課題] しかしながら、前述した仮枠体を要する鉄筋コ
ンクリート造等にあつては、かなり熟練した専門
の職人を多数必要とし、かつ現場における作業量
がかなりのウエイトを占めるため施工効率が悪
く、また広い現場面積を必要とすることから住宅
密集地等ではその工事は困難を極めていた。また
コンクリートブロツクによる組積造工法にあつて
も、前述した鉄筋コンクリート造に比較すれば施
工性に優れ、強度的にも優れたものであるが、コ
ンクリートブロツク単体が小さいため組積に時間
を要し、施工効率が悪いものであつた。更に、コ
ンクリートブロツクだけでは断熱効果が期待でき
ないため、保温性等を要求される建築物にあつて
は別途に保温対策をしなくてはならず、したがつ
て施工費が高価なものとなつたいた。また、低層
の建築物あるいは前述した保温倉庫、穀物倉庫等
にあつては、その機能からして強度性よりもむし
ろ保温性に優れ、しかも施工効率の高い建築工法
が要求されている。
[Problems to be solved by the invention] However, in the case of reinforced concrete construction that requires the temporary frame mentioned above, a large number of highly skilled and specialized craftsmen are required, and the amount of work on site is considerable, so construction is difficult. Because it is inefficient and requires a large site area, construction work in densely populated residential areas has been extremely difficult. In addition, the masonry method using concrete blocks has superior workability and strength compared to the above-mentioned reinforced concrete construction, but since the concrete blocks are small, it takes time to construct the masonry. , construction efficiency was poor. Furthermore, concrete blocks alone cannot be expected to have a heat insulating effect, so for buildings that require heat retention, separate heat retention measures must be taken, which increases construction costs. Ta. Furthermore, in the case of low-rise buildings or the above-mentioned thermal warehouses, grain warehouses, etc., there is a demand for construction methods that are superior in heat retention rather than strength due to their functions and are highly efficient in construction.

そこで本考案にあつては、保温性に富む軽量起
泡モルタル等の構造材をベースとし、これに本考
案特有の型枠を組み合わせることにより、前述し
た諸問題点を全て解決できる断熱効果を有する起
泡モルタルと建築物構造用永久型枠との複合構造
体を提供することを目的とする。
Therefore, the present invention is based on a structural material such as lightweight foamed mortar that has excellent heat retention properties, and by combining this with the formwork unique to this invention, it has a heat insulating effect that can solve all of the problems mentioned above. The object of the present invention is to provide a composite structure of foamed mortar and permanent formwork for building structures.

[問題点を解決するための手段] 前述した諸問題点は、一定間隔を有してなる二
枚の平面板と、この二枚の平面板間に介在し、上
下中央部分には横鉄筋挿通用の切欠部が形成され
るとともに、上方部分の切欠部両側の凸部先端は
前記平面板の上縁より突出し、かつ下方部分の切
欠部両側の凸部先端は、前記上方部分の凸部先端
が平面板上縁より突出した寸法と略同等寸法分前
記平面板下縁より上方に位置してなる隔壁とから
なる型枠、該型枠は上下及び左右方向に連接され
るとともに、この型枠内には縦方向及び横方向に
鉄筋を配筋し、かつ軽量起泡モルタルを充填打設
したことを特徴とする断熱効果を有する起泡モル
タルと建築物構造用型枠との複合構造体によつて
解決される。
[Means for solving the problems] The problems mentioned above are caused by two flat plates having a constant interval, and a horizontal reinforcing bar inserted between the two flat plates in the upper and lower center. A general notch is formed, the tips of the protrusions on both sides of the notch in the upper part protrude from the upper edge of the flat plate, and the tips of the protrusions on both sides of the notch in the lower part are the tips of the protrusions in the upper part. A formwork consisting of a partition wall located above the lower edge of the flat plate by an amount approximately equivalent to the dimension protruding from the upper edge of the flat plate, the formwork being connected in the vertical and horizontal directions, and A composite structure of foamed mortar and building structural formwork that has a heat insulating effect, characterized by having reinforcing bars arranged in the vertical and horizontal directions and filled with lightweight foamed mortar. It will be resolved accordingly.

[実施例] 以下、図面に基づき本考案の実施例について説
明する。第1図中1は本考案の実施例に係る複合
構造体に使用される型枠であり、従来のコンクリ
ートブロツクに比較して軽量でかつ大型である。
この型枠1は、一定間隔をおいて面対向してなる
二枚の平面板2a,2bの間に、二枚の隔壁3,
3を一定間隔を有して介在させるように、平面板
2a,2bと隔壁3,3とを一体的に接続してな
るものである。
[Example] Hereinafter, an example of the present invention will be described based on the drawings. Reference numeral 1 in FIG. 1 is a formwork used for a composite structure according to an embodiment of the present invention, which is lighter and larger than conventional concrete blocks.
This formwork 1 has two partition walls 3,
The planar plates 2a, 2b and the partition walls 3, 3 are integrally connected so that the partition walls 3, 3 are interposed at a constant interval.

そして、前記隔壁3,3は、その上方部分と下
方部分とにおけるそれぞれの横方向の中央部分に
横鉄筋挿通用の切欠部4a,4bを設けるととも
に、隔壁3の上方部分における切欠部4a両側の
凸部先端3aは前記平面板2a,2bの上縁より
突出し、また隔壁3の下方における切欠部4b両
側の凸部先端3bは、前記隔壁3の上方部分の凸
部先端3aが平面板2a,2b上縁より突出した
寸法と略同等寸法分前記平面板2a,2b下縁よ
り上方に位置している。このような形態としたの
は、型枠1を上下方向に連接した際、隔壁3の上
方部分の凸部先端3aは上方部分に位置する別の
型枠1の隔壁3の下方部分の凸部先端3b方向に
入り込むとともに、隔壁3の下方部分の凸部先端
3bには、下方部分に位置する他の型枠1の隔壁
3の上方部分の凸部先端3aが入り込むこととな
り、後に軽量起泡モルタルを充填打設した際に、
より強力な係合状態を得んがためである。
The partition walls 3, 3 are provided with notches 4a, 4b for passing the horizontal reinforcing bars in the lateral central portions of the upper and lower parts thereof, and on both sides of the notch 4a in the upper part of the partition wall 3. The tips 3a of the protrusions protrude from the upper edges of the flat plates 2a, 2b, and the tips 3b of the protrusions on both sides of the notch 4b below the partition 3 are such that the tips 3a of the protrusions in the upper part of the partition 3 protrude from the upper edges of the flat plates 2a, 2b. It is located above the lower edges of the flat plates 2a and 2b by an amount approximately equivalent to the dimension protruding from the upper edge of 2b. The reason for this configuration is that when the formwork 1 is connected in the vertical direction, the tip 3a of the convex part on the upper part of the partition wall 3 is the convex part on the lower part of the partition wall 3 of another formwork 1 located in the upper part. At the same time, the tips 3a of the protrusions on the upper part of the partition wall 3 of another formwork 1 located in the lower part enter into the protrusion tips 3b on the lower part of the partition wall 3, and later the lightweight foaming When filling and pouring mortar,
This is to obtain a stronger engagement state.

以上述べた型枠1は上下及び左右方向に連接さ
れるものであり、あらかじめ左右縁及び上下縁は
相隣接する型枠と互いに嵌合すべく、嵌合段部5
a,5bが形成されている。
The formwork 1 described above is connected in the vertical and horizontal directions.
a, 5b are formed.

前記構成の型枠1は第2図に示す如く上下及び
左右方向に連接組合せされた後、この型枠内に縦
方向及び横方向に鉄筋を配筋し、その後、軽量起
泡モルタル6を充填打設するものである。
After the formwork 1 having the above structure is connected and assembled in the vertical and horizontal directions as shown in FIG. It is to be poured.

尚、構造体の強度を一定程度増す場合には、型
枠1内に軽量起泡モルタル6に加えてコンクリー
トを打設しても良く、更に、外壁方向の平面板2
aの外周面にはレンガ等の化粧材7を予め装着し
ておいても良い。
In addition, if the strength of the structure is to be increased to a certain degree, concrete may be poured in addition to the lightweight foaming mortar 6 in the formwork 1, and the flat plate 2 in the direction of the outer wall may be placed inside the formwork 1.
A decorative material 7 such as a brick may be attached to the outer circumferential surface of a in advance.

また、本実施例においては、隔壁の数は2であ
るが、これに限定されることなく、型枠1の大き
さに応じて適宜に変更できるものである。
Further, in this embodiment, the number of partition walls is two, but it is not limited to this and can be changed as appropriate depending on the size of the formwork 1.

[効果] 以上詳述した如く、本考案の複合構造体は、軽
量な型枠を上下、左右方向に連接し、その中に鉄
筋を配し、軽量起泡モルタルを充填打設すること
によつて得られる建築用の複合構造体であり、そ
の型枠は打設する構造体と一体化して取り外す必
要がないものである。また、本考案の型枠におけ
る隔壁の上下部分は、上下方向にそれぞれ隣接さ
れる型枠内に相互に入り込む形態となり、極めて
強力な結合強度を得ることができる。それ故、本
考案によれば、従来のコンクリート造、あるいは
鉄筋を配筋しコンクリートブロツクを一個ずつ時
間と手間をかけつつ行う組積造工法と異なり、多
くの作業量が必要であつた仮枠組み及び熟練した
専門の職人を必要とせず、これにより極めて能率
の良い施工工事を行うことができるとともに、収
納物に外気温の影響を与えることのない断熱性に
優れていることにより、保温倉庫、穀物倉庫、サ
イロ等の建築物用として好適な複合構造体を提供
できるものである。
[Effects] As detailed above, the composite structure of the present invention is created by connecting lightweight formwork vertically and horizontally, arranging reinforcing bars therein, and filling and pouring lightweight foaming mortar. The formwork is integrated with the structure to be cast and does not need to be removed. In addition, the upper and lower parts of the partition wall in the formwork of the present invention are configured to interpenetrate into the vertically adjacent formworks, thereby achieving extremely strong bonding strength. Therefore, according to the present invention, unlike conventional concrete construction or masonry construction methods, which involve arranging reinforcing bars and constructing concrete blocks one by one, the temporary framework requires a large amount of work. This makes it possible to perform extremely efficient construction work without the need for skilled specialized craftsmen, and it also has excellent insulation properties that do not affect the outside temperature on stored items, making it suitable for use in thermal warehouses, It is possible to provide a composite structure suitable for use in buildings such as grain warehouses and silos.

【図面の簡単な説明】[Brief explanation of the drawing]

第1図は本考案の断熱効果を有する起泡モルタ
ルと建築物構造用永久型枠との複合構造体に使用
される型枠の斜視図、第2図は本考案の断熱効果
を有する起泡モルタルと建築物構造用永久型枠と
の複合構造体の平面図である。 1……型枠、2a,2b……平面板、3……隔
壁、3a,3b……凸部先端、4a,4b……切
欠部、5a,5b……嵌合段部、6……軽量起泡
モルタル、7……化粧材。
Figure 1 is a perspective view of a formwork used in a composite structure of the foamed mortar with a heat insulating effect of the present invention and permanent formwork for building structures, and Figure 2 is the foamed mortar with a heat insulating effect of the present invention. FIG. 2 is a plan view of a composite structure of mortar and permanent formwork for a building structure. 1... Formwork, 2a, 2b... Plane plate, 3... Partition wall, 3a, 3b... Tip of convex portion, 4a, 4b... Notch, 5a, 5b... Fitting stepped portion, 6... Light weight Foaming mortar, 7... Decorative material.

Claims (1)

【実用新案登録請求の範囲】 (1) 一定間隔を有してなる二枚の平面板と、この
二枚の平面板間に介在し、上下中央部分には横
鉄筋挿通用の切欠部が形成されるとともに、上
方部分の切欠部両側の凸部先端は前記平面板の
上縁より突出し、かつ下方部分の切欠部両側の
凸部先端は、前記上方部分の凸部先端が平面板
上縁より突出した寸法と略同等寸法分前記平面
板下縁より上方に位置してなる隔壁とからなる
型枠、該型枠は上下及び左右方向に連接される
とともに、この型枠内には縦方向及び横方向に
鉄筋を配筋し、かつ軽量起泡モルタルを充填打
設したことを特徴とする断熱効果を有する起泡
モルタルと建築物構造用型枠との複合構造体。 (2) 実用新案登録請求の範囲第1項記載の隔壁
は、一定間隔を有する二枚の隔壁としたことを
特徴とする断熱効果を有する起泡モルタルと建
築物構造用永久型枠との複合構造体。 (3) 実用新案登録請求の範囲第1項記載の二枚の
平面板の外壁方向の平面板には、レンガ等の化
粧材を装着したことを特徴とする断熱効果を有
する起泡モルタルと建築物構造用永久型枠との
複合構造体。
[Scope of Claim for Utility Model Registration] (1) Two plane plates having a certain interval, and a notch interposed between these two plane plates for insertion of horizontal reinforcing bars in the upper and lower center portions. At the same time, the tips of the protrusions on both sides of the notch in the upper part protrude from the upper edge of the flat plate, and the tips of the protrusions on both sides of the notch in the lower part protrude from the upper edge of the flat plate. A formwork consisting of a partition wall located above the lower edge of the flat plate by a dimension approximately equivalent to the protruding dimension, and the formwork is connected in the vertical and horizontal directions, and there are partitions in the vertical and horizontal directions within the formwork. A composite structure of foamed mortar and building structural formwork having a heat insulating effect, characterized in that reinforcing bars are laterally arranged and lightweight foamed mortar is filled and cast. (2) The partition wall described in Claim 1 of the Utility Model Registration Claim is a composite of foamed mortar with a heat insulating effect and permanent formwork for a building structure, characterized by having two partition walls spaced apart at a constant interval. Structure. (3) Foaming mortar and architecture having a heat insulating effect, characterized in that a decorative material such as brick is attached to the two plane plates facing the outer wall of the two plane plates described in claim 1 of the utility model registration claim. Composite structure with permanent formwork for building structures.
JP1985155450U 1985-10-11 1985-10-11 Expired JPH0227048Y2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP1985155450U JPH0227048Y2 (en) 1985-10-11 1985-10-11

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP1985155450U JPH0227048Y2 (en) 1985-10-11 1985-10-11

Publications (2)

Publication Number Publication Date
JPS6263306U JPS6263306U (en) 1987-04-20
JPH0227048Y2 true JPH0227048Y2 (en) 1990-07-23

Family

ID=31076167

Family Applications (1)

Application Number Title Priority Date Filing Date
JP1985155450U Expired JPH0227048Y2 (en) 1985-10-11 1985-10-11

Country Status (1)

Country Link
JP (1) JPH0227048Y2 (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO1999018298A1 (en) * 1997-10-08 1999-04-15 Takeshige Shimonohara Structure panel and method of connecting same

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE102004063187A1 (en) * 2004-12-29 2006-07-13 Baustoffwerke Gebhart & Söhne GmbH & Co. KG Process for the production of a building block

Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS57155457A (en) * 1980-11-04 1982-09-25 Daburuuooru Corp Precast concrete construction unit and wall made by using same
JPS60119843A (en) * 1983-11-30 1985-06-27 菊水化学工業株式会社 Outer wall heat insulating construction method of building

Family Cites Families (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5719366Y2 (en) * 1977-09-24 1982-04-23

Patent Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS57155457A (en) * 1980-11-04 1982-09-25 Daburuuooru Corp Precast concrete construction unit and wall made by using same
JPS60119843A (en) * 1983-11-30 1985-06-27 菊水化学工業株式会社 Outer wall heat insulating construction method of building

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO1999018298A1 (en) * 1997-10-08 1999-04-15 Takeshige Shimonohara Structure panel and method of connecting same

Also Published As

Publication number Publication date
JPS6263306U (en) 1987-04-20

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