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
JP4635165B2 - Construction method of outer wall structure of reinforced concrete building - Google Patents
[go: Go Back, main page]

JP4635165B2 - Construction method of outer wall structure of reinforced concrete building - Google Patents

Construction method of outer wall structure of reinforced concrete building Download PDF

Info

Publication number
JP4635165B2
JP4635165B2 JP2006255902A JP2006255902A JP4635165B2 JP 4635165 B2 JP4635165 B2 JP 4635165B2 JP 2006255902 A JP2006255902 A JP 2006255902A JP 2006255902 A JP2006255902 A JP 2006255902A JP 4635165 B2 JP4635165 B2 JP 4635165B2
Authority
JP
Japan
Prior art keywords
panel
heat insulation
presser
concrete
insulation panel
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
JP2006255902A
Other languages
Japanese (ja)
Other versions
JP2008008130A (en
Inventor
武司 加藤
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.)
Individual
Original Assignee
Individual
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 Individual filed Critical Individual
Priority to JP2006255902A priority Critical patent/JP4635165B2/en
Publication of JP2008008130A publication Critical patent/JP2008008130A/en
Application granted granted Critical
Publication of JP4635165B2 publication Critical patent/JP4635165B2/en
Expired - Fee Related legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Images

Landscapes

  • Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)

Description

本発明は鉄筋コンクリート建物外壁構造体の構築工法に関し、特に、住宅のコンクリート外壁の型枠施工に関する。   The present invention relates to a construction method for a reinforced concrete building outer wall structure, and more particularly to a formwork construction of a concrete outer wall of a house.

外断熱工法は、コンクリート躯体の外側に断熱材を配置する断熱工法である。欧米では、コンクリート建造物の標準的な断熱工法としてドイツ・北欧を中心に使用されていた。日本では内断熱工法が標準的に使用されてきたが、近年、外断熱工法への注目が高まっている(http://www.glass-fiber.net/naidannetu/3.html)。
(P1)コンクリート断熱工法の場合、コンクリートを合板で組んだ型枠の間に打ち、その型枠を外した後、断熱材を張っている。
(P2)これに対し、型枠兼用断熱材の発明として、特許文献1、2に示す通り、断熱材兼用型枠パネルが屋外側及び屋内側の両面に対して施工されるものが提案されている。
特開2005−344501号公報 特開2004−36333号公報
The outer heat insulating method is a heat insulating method in which a heat insulating material is arranged outside the concrete frame. In Europe and the United States, it was used mainly in Germany and Northern Europe as a standard insulation method for concrete buildings. In Japan, the inner insulation method has been used as a standard, but in recent years, attention has been focused on the outer insulation method (http://www.glass-fiber.net/naidannetu/3.html).
(P1) In the case of the concrete heat insulation method, the concrete is struck between molds made of plywood, the molds are removed, and then a heat insulating material is stretched.
(P2) On the other hand, as shown in Patent Documents 1 and 2, as the invention of the heat-insulating material for the formwork, one in which the heat-insulating formwork panel is constructed on both the outdoor side and the indoor side is proposed. Yes.
JP 2005-344501 A JP 2004-36333 A

しかしながら、従来のコンクリート断熱工法P1、P2では、次のような不都合(1)〜(2)があり、未だ十分ではない。
(1)前記従来のコンクリート断熱工法(P1)では、型枠に使用した型枠パネルは、その後、2箇所或いは3箇所の現場での使用が限度であって、実質的に、再利用が困難であった。又、工程数も多い為、コスト高となる。
(2)コンクリート断熱工法(P2)はコストが非常に高く、また、型枠を外す工程がない為、コンクリートの打設にジャンカ等の不具合が起きていても、視認できないという欠点を持つ。特許文献1は、支保工のための下地材の施工が煩雑であり、再利用が困難である。特許文献2は、断熱材が型枠としての構造力を必要とするため、断熱材と外装材が一体となっており、高価で、設計の自由度が少なくなる。
However, the conventional concrete heat insulation methods P1 and P2 have the following inconveniences (1) to (2), which are not sufficient.
(1) In the conventional concrete heat insulation method (P1), the formwork panel used for the formwork is limited to use at two or three sites thereafter, and is substantially difficult to reuse. Met. Moreover, since the number of processes is large, the cost is high.
(2) The concrete heat insulation method (P2) is very expensive, and since there is no step of removing the formwork, there is a disadvantage that even if a problem such as a jumper occurs in placing concrete, it cannot be visually recognized. In Patent Document 1, the construction of the base material for the support work is complicated, and the reuse is difficult. In Patent Document 2, since the heat insulating material requires a structural force as a mold, the heat insulating material and the exterior material are integrated, which is expensive and reduces the degree of design freedom.

本発明は上述の課題に鑑みなされたものであり、本発明は、屋外側に向かって、断熱パネル、断熱パネル押え材、支保工材を配置することで、コンクリート躯体形成時に断熱パネル押え材及び支保工材がコンクリートと接触しないようにした発明である。即ち、本発明は、屋内側に型枠パネルを配置した鉄筋の屋外側に、断熱パネルを、セパレータにより支持する断熱パネル支持工と、前記断熱パネルの屋外側に、空隙を設けて、支保工材を構築する支保工と、前記空隙に断熱パネル押え材を詰めて挿入する押え材挿入工と、前記鉄筋にコンクリートを流し込むことによりコンクリート躯体を形成するコンクリート躯体形成工と、前記支保工材、前記断熱パネル押え材、及び、前記型枠パネルを、前記コンクリート躯体から撤去する撤去工、を備えたことを特徴とする鉄筋コンクリート建物外壁構造体の構築工法とする。   This invention is made in view of the above-mentioned subject, and this invention arranges a heat insulation panel, a heat insulation panel presser, and a support material toward the outdoor side, and at the time of concrete frame formation, a heat insulation panel presser and The invention is such that the support material does not come into contact with concrete. That is, the present invention provides a heat insulating panel supporter for supporting a heat insulating panel by a separator on the outdoor side of a reinforcing bar in which a formwork panel is disposed on the indoor side, and a support work by providing a gap on the outdoor side of the heat insulating panel. A support for constructing a material, a presser material inserter for filling the gap with a heat insulation panel presser and inserting it, a concrete framer for forming a concrete frame by pouring concrete into the rebar, and the supporter material, A construction method for an outer wall structure of a reinforced concrete building comprising the heat insulation panel pressing member and a removal work for removing the formwork panel from the concrete frame.

断熱パネル支持工において、断熱材の材質は特に限定されないが、押出法ポリスチレンフォーム等を採用できる。   In the heat insulating panel supporter, the material of the heat insulating material is not particularly limited, but an extruded polystyrene foam or the like can be adopted.

支保工の支保工材としては、縦パイプと横パイプで縦横に締結具で固定される構成が挙げられる。   As a support material of a support work, the structure fixed with a fastener vertically and horizontally with a vertical pipe and a horizontal pipe is mentioned.

押え材挿入工において、支保工材と断熱パネルの間に上から隙間に対して押え材を埋め込み、収める。この押え材としては、特に、材質等は限定されないが、例えば、縦材、縦パネル等が挙げられ、それらを組み合わせても使用してもよい。縦材は角材等が挙げられる。縦パネルとしては、例えば、ベニア合板に角材を組み合わせてパネルとしたもの等が挙げられる。断熱パネルが押出法ポリスチレンフォーム等の場合には、角部は応力が集中し破損するおそれがあるため、角材を複数個用いて、L字形に組み、角部で堅固に押さえつけることが好ましい。建物の外壁の角部およびピッチの変わる位置には縦角材、それ以外は、縦パネルを用いてもよい。押え材は、1本ずつ挿入してもよいし、複数本同時に挿入してもよい。   In the presser material insertion work, the presser material is embedded into the gap from above and stored between the support material and the heat insulation panel. The material for the presser is not particularly limited, and examples thereof include a vertical member, a vertical panel, and the like, which may be used in combination. Examples of the vertical member include a square member. Examples of the vertical panel include a panel formed by combining a veneer plywood with a square bar. When the heat insulating panel is an extruded polystyrene foam or the like, stress may concentrate on the corner portion and breakage. Therefore, it is preferable to use a plurality of square members to form an L shape and firmly press the corner portion. Vertical corner bars may be used at the corners of the outer wall of the building and the position where the pitch changes, and vertical panels may be used otherwise. One presser member may be inserted or a plurality of presser members may be inserted simultaneously.

(1)本発明による押え材及び支保工材は、コンクリート躯体形成後、撤去されてから、何回でも現場で再利用ができ、無駄がない。又、本発明は、高い技術がいらず、工程数も少なく、小人数で設置作業も簡単且つ合理的に施工できることで、建築費のコストダウンが可能となる。
(2)本発明による断熱材は型枠兼用で使用し、且つ、支保工が簡易である。
(3)本発明の断熱材が型枠としての構造力を必要としないため、安価な断熱材を採用できる。
(4)本発明の撤去工により、前記型枠パネルが撤去されるため、ジャンカ等の不具合が起きていても視認できる。
(5)本発明の支保工材がコンクリートと接触しておらず、支保工材を解体することで、すぐに外すことが可能で、連続した工事も可能である。
(6)本発明の押え材は建物の一層分の長さで十分であるので、最低1、2人がいれば工事が可能である。
(1) The presser material and the support material according to the present invention can be reused at the site any number of times after being removed after the concrete frame is formed, and there is no waste. In addition, the present invention does not require high technology, has a small number of processes, and can be installed easily and rationally with a small number of people, thereby reducing the construction cost.
(2) The heat insulating material according to the present invention is used also as a mold and is easy to support.
(3) Since the heat insulating material of the present invention does not require a structural force as a mold, an inexpensive heat insulating material can be employed.
(4) Since the said formwork panel is removed by the removal work of this invention, it can visually recognize even if malfunctions, such as a jumper, have occurred.
(5) The support material of the present invention is not in contact with concrete, and can be removed immediately by dismantling the support material, and continuous construction is also possible.
(6) Since the presser material of the present invention is sufficient for the length of one layer of the building, construction is possible if there are at least one or two persons.

本発明の鉄筋コンクリート建物外壁構造体の構築工法を住宅建築に適用した、実施形態1の鉄筋コンクリート建物外壁構造体の構築工法について図1乃至図4を参照し説明する。   The construction method of the reinforced concrete building outer wall structure of Embodiment 1 in which the construction method of the reinforced concrete building outer wall structure of the present invention is applied to residential construction will be described with reference to FIGS.

(A)断熱パネル支持工
図1(a)に示す通り、型枠パネル1の屋外側の鉄筋スペース2に鉄筋(図示略)を配置し、型枠パネル1に直交してセパレータ3を取り付け、図1(b)に示す通り、鉄筋(図示略)の屋外側に、型枠パネル1と平行に断熱パネル4を鉄筋スペース2を空けてセパレータ3により取り付ける。型枠パネル1は、コンクリートパネル或いは合板パネル(ベニア等)が挙げられる。セパレータ3は、直線形状の締結具であって、型枠パネル1の主面に直交する鉄棒3aと、型枠パネル1を押える押え具3b,3cと、断熱パネル4の屋内側表面を押える押え具3dと、断熱パネル4を貫通し押え具3dに同軸状にねじこまれる断熱パネル止具3eと、を備える。断熱パネル4は、押出法ポリスチレンフォーム等の樹脂発泡体からなる厚み50mmのパネルが例示される。
(B)支保工
図1(c)に示す通り、断熱パネル4の屋外側に、縦鋼管5、横鋼管6及び締結具7(図3参照)から構成される支保工材を用いて支保工を施工し、断熱パネル4と横鋼管6との間に空隙8を形成する。その際、添え木(図示略)を何本か断熱パネル4と横鋼管6との間に挿入し空隙8の厚みを確保する。
(C)押え材挿入工
図2、図3及び図4(a)に示す通り、空隙8に断熱パネル押え角材9を詰め込むように、縦方向に上方から挿入してゆく。図2では挿入の様子を分りやすくするため、横鋼管6を点線で示し、縦鋼管5及び締結具7の図示を略す。
断熱パネル押え角材9としては、一層分の長さ(例えば、3メートル程度)以上であって、横断面積が、例えば、25mm×50mm等の角木材を採用する。空隙8は、断熱パネル押え角材9が挿入しやすいように、嵌め込み寸法よりも多少、厚みを大きくしてあり、挿入作業完了後は、最終的には縦鋼管5、横鋼管6、締結具7を調整して締結する。縦鋼管5は断熱パネル押え角材9の中間部に位置することで断熱パネル4と平行な方向に断熱パネル押さえ角材9がずれないように保持し、横鋼管6は屋外側から屋内側に対して横方向から断熱パネル押え角材9の屋外側面を保持する。
なお、断熱パネル押え角材9を1箇所に施工したら、ほかの場所も同様に支保工を設置し、押え材挿入工を繰り返し行うことが好ましい。
(D)躯体形成工
鉄筋スペース2にコンクリートを流し込むことによりコンクリート躯体10(図4(b)参照)を形成する。
(E)撤去工
型枠パネル1、セパレータ3、縦鋼管5及び横鋼管6、断熱パネル押え角材9をコンクリート躯体10から撤去し、図4(b)に示す施工完了状態とする。ただし、セパレータ3のうち、コンクリート躯体10の部分のものは残置され、他の構成が撤去される。
(F)その他
1階建住宅の施工は、1層分の施工で終了する。2階建住宅の施工の場合には、1階の施工と同様の施工を2階についても行う。
(A) Insulation panel supporter As shown in FIG. 1 (a), reinforcing bars (not shown) are arranged in the reinforcing bar space 2 on the outdoor side of the formwork panel 1, and the separator 3 is attached orthogonally to the formwork panel 1, As shown in FIG. 1 (b), a heat insulating panel 4 is attached to the outdoor side of a reinforcing bar (not shown) by a separator 3 with a reinforcing bar space 2 in parallel with the formwork panel 1. The formwork panel 1 may be a concrete panel or a plywood panel (eg veneer). The separator 3 is a linear fastener, and includes an iron bar 3 a orthogonal to the main surface of the formwork panel 1, pressers 3 b and 3 c for holding the formwork panel 1, and a presser for holding the indoor side surface of the heat insulation panel 4. 3d and a heat insulation panel stopper 3e that penetrates the heat insulation panel 4 and is coaxially screwed into the presser 3d. The heat insulation panel 4 is exemplified by a panel having a thickness of 50 mm made of a resin foam such as an extruded polystyrene foam.
(B) Supporting work As shown in FIG.1 (c), it uses the supporting material comprised from the vertical steel pipe 5, the horizontal steel pipe 6, and the fastener 7 (refer FIG. 3) to the outdoor side of the heat insulation panel 4, and is supported. Then, a gap 8 is formed between the heat insulating panel 4 and the horizontal steel pipe 6. At that time, some splints (not shown) are inserted between the heat insulation panel 4 and the horizontal steel pipe 6 to ensure the thickness of the gap 8.
(C) Presser material insertion process As shown in FIGS. 2, 3, and 4A, the heat insulation panel presser square 9 is inserted into the gap 8 from above in the vertical direction. In FIG. 2, the horizontal steel pipe 6 is indicated by a dotted line, and the vertical steel pipe 5 and the fastener 7 are not shown for easy understanding of the state of insertion.
As the heat insulation panel retainer square 9, square wood having a length of one layer (for example, about 3 meters) or more and a cross-sectional area of, for example, 25 mm × 50 mm is adopted. The gap 8 is slightly thicker than the fitting dimension so that the insulating panel presser square 9 can be easily inserted. After the insertion operation is completed, the vertical steel pipe 5, the horizontal steel pipe 6, and the fastener 7 are finally provided. Adjust and tighten. The vertical steel pipe 5 is positioned in the middle part of the heat insulating panel retainer square 9 so as to prevent the heat insulating panel retainer square 9 from shifting in the direction parallel to the heat insulating panel 4, and the horizontal steel pipe 6 is directed from the outdoor side to the indoor side. The outdoor side surface of the heat insulation panel retainer square 9 is held from the lateral direction.
In addition, if the heat insulation panel retainer square 9 is constructed in one place, it is preferable to install supporters in other places in the same manner and repeatedly perform the work of inserting the retainer.
(D) Frame forming work The concrete frame 10 (refer FIG.4 (b)) is formed by pouring concrete into the reinforcing bar space 2. FIG.
(E) Removal work The formwork panel 1, the separator 3, the vertical steel pipe 5, the horizontal steel pipe 6, and the heat insulation panel holding square 9 are removed from the concrete frame 10, and it is set as the construction completion state shown in FIG.4 (b). However, the part of the concrete housing 10 among the separators 3 is left and the other components are removed.
(F) Others Construction of a one-story house ends with construction for one layer. In the case of construction of a two-story house, the construction similar to the construction of the first floor is also performed on the second floor.

以上説明した実施形態1によれば、次の効果がある。
(1)型枠パネル1、セパレータ3、縦鋼管5、横鋼管6、断熱パネル押え角材9は、コンクリート躯体形成後、撤去されるので、セパレータ3、縦鋼管5、横鋼管6、断熱パネル押え角材9は、何回でも現場で再利用ができ、効率的であり、環境保全等に対して有利である。実施形態1は、高い技術が不要で、工程数も少なく、小人数で設置作業も簡単且つ合理的に施工できることで、建築費のコストダウンが可能となる。
(2)断熱パネル4は型枠兼用で使用し、且つ、縦鋼管5及び横鋼管6の支保工が簡易である。
(3)断熱パネル4が型枠としての構造力を必要としないため、安価な断熱材を採用できる。
(4)撤去工により、型枠パネル1が撤去されるため、ジャンカ等の不具合が起きていても視認できる。
(5)縦鋼管5、横鋼管6及び締結具7の支保工材、及び空隙8がコンクリートと接触しておらず、支保工材及び断熱パネル押え角材9を解体することで、すぐに外すことが可能で、連続した工事も可能である。
According to Embodiment 1 demonstrated above, there exists the following effect.
(1) Since the formwork panel 1, the separator 3, the vertical steel pipe 5, the horizontal steel pipe 6, and the heat insulation panel retainer square 9 are removed after the concrete frame is formed, the separator 3, the vertical steel pipe 5, the horizontal steel pipe 6, and the heat insulation panel retainer are removed. The square bar 9 can be reused at the site any number of times, is efficient, and is advantageous for environmental protection and the like. The first embodiment does not require high technology, has a small number of processes, and can be installed easily and rationally with a small number of people, thereby reducing the construction cost.
(2) The heat insulation panel 4 is used also as a mold, and the support work of the vertical steel pipe 5 and the horizontal steel pipe 6 is simple.
(3) Since the heat insulation panel 4 does not require the structural force as a formwork, an inexpensive heat insulating material can be employed.
(4) Since the formwork panel 1 is removed by the removal work, it can be visually recognized even if a malfunction such as a jumper occurs.
(5) The vertical steel pipe 5, the horizontal steel pipe 6, the support material of the fastener 7 and the gap 8 are not in contact with the concrete, and the support material and the insulating panel presser square 9 are disassembled and removed immediately. It is possible, and continuous construction is also possible.

次に本発明実施形態2の鉄筋コンクリート建物外壁構造体の構築工法を図5乃至7を参照して説明する。実施形態2は実施形態1の(C)押え材挿入工を変更したものであり、他の工程は同様であるので、共通する説明は割愛する。
(C)押え材挿入工
図5乃至図7に示す通り、角部については、実施形態1と同様に断熱パネル押え角材9を詰め込み、平面部については、例えば、幅が250mm(合板の両端に40mm×40mmの角材をつけたもの)のタテ枠パネル(例えば、ベニア合板と棧木から構成される木材パネル)である断熱パネル押えパネル9´を詰め込む(図5及び図6参照)。断熱パネル4が押出法ポリスチレンフォーム等の樹脂発泡体で強度が弱い場合、破損しやすいので、角部についてはL字形状に断熱パネル押え角材9を詰め込む(図7参照)。この角材9の本数は図示に限定されず、適宜数を選択できる。断熱パネル押えパネル9´はコストを勘案すると木材が最適であり、重量的に軽く作業が容易である。
断熱パネル押えパネル9´を採用することで、実施形態1よりも詰め込む時間を短縮でき、作業工程が簡素化する。
Next, the construction method of the reinforced concrete building outer wall structure according to Embodiment 2 of the present invention will be described with reference to FIGS. The second embodiment is a modification of (C) presser material insertion work of the first embodiment, and the other steps are the same, and thus a common description is omitted.
(C) Presser material insertion process As shown in FIGS. 5 to 7, the corner portion is packed with the heat insulating panel presser square member 9 as in the first embodiment, and the flat portion has, for example, a width of 250 mm (at both ends of the plywood). A heat insulating panel pressing panel 9 'which is a vertical frame panel (for example, a wood panel made of veneer plywood and wood) (see FIG. 5 and FIG. 6) is packed. When the heat insulation panel 4 is a resin foam such as an extruded polystyrene foam and is weak in strength, the heat insulation panel 4 is easily broken, and therefore, the corners are packed with a heat insulation panel presser square 9 in an L shape (see FIG. 7). The number of the square members 9 is not limited to the figure, and can be selected as appropriate. In consideration of cost, the heat insulating panel press panel 9 'is optimally made of wood, and is light in weight and easy to work.
By adopting the heat insulating panel pressing panel 9 ', the time for packing can be shortened compared with the first embodiment, and the work process is simplified.

尚、本発明の実施の形態は、上述の実施形態に何ら限定されるものではなく、本発明の技術的範囲に属する限り種々の形態を採り得ることはいうまでもない。例えば、当然のことながら、実施形態の一部要素の組合せの変更、一部の要素の交換、一部の要素の削除等もできる。実施形態1又は実施形態2に対し他の要素を組み合わせてもよい。   The embodiment of the present invention is not limited to the above-described embodiment, and it goes without saying that various forms can be adopted as long as it belongs to the technical scope of the present invention. For example, as a matter of course, a combination of some elements of the embodiment can be changed, some elements can be exchanged, and some elements can be deleted. Other elements may be combined with the first embodiment or the second embodiment.

(a)は本発明実施形態1の鉄筋コンクリート建物外壁構造体の構築工法における、断熱パネル支持工の前段階として行われる、鉄筋と型枠パネルを形成する鉄筋工の施工後の状態を示す平面断面図、(b)は同断熱パネル支持工の施工後の状態を示す平面断面図、(c)は同支保工の施工後の状態を示す平面断面図である。(A) is the plane cross section which shows the state after construction of the reinforcing bar which forms a reinforcing bar and a formwork panel performed as a pre-stage of the heat insulation panel supporter in the construction method of the reinforced concrete building outer wall structure of Embodiment 1 of the present invention FIG. 4B is a plan cross-sectional view showing a state after the construction of the heat insulating panel support, and FIG. 同押え材挿入工の様子を示す斜視図である。It is a perspective view which shows the mode of the pressing material insertion process. 同押え材挿入工の施工後の状態を示す正面図である。It is a front view which shows the state after construction of the presser material insertion work. (a)は同押え材挿入工の施工後の状態を示す平面断面図、(b)は同撤去工の後の状態(鉄筋は図示略)を示す平面断面図である。(A) is a plane sectional view showing the state after construction of the presser material insertion work, (b) is a plan sectional view showing the state after the removal work (rebar is not shown). 本発明実施形態2の鉄筋コンクリート建物外壁構造体の構築方法における、押え材挿入工の後の状態を示す平面断面図である。It is a plane sectional view showing the state after pressing material insertion work in the construction method of the reinforced concrete building outer wall structure of Embodiment 2 of the present invention. 同押え材挿入工の後における、平面部の状態を示す正面図である。It is a front view which shows the state of a plane part after the pressing material insertion process. 同押え材挿入工の後における、角部の状態を示す平面断面図である。It is a plane sectional view showing the state of a corner after the presser material insertion work.

符号の説明Explanation of symbols

1…型枠パネル 2…鉄筋スペース 3…セパレータ 3a…棒状金具 3b…押え具
3c…押え具 3d…押え具 3e…断熱パネル止具 4…断熱パネル 5…縦鋼管
6…横鋼管 7…締結具 8…空隙 9…断熱パネル押え角材 10…コンクリート躯体
9’…断熱パネル押えパネル
DESCRIPTION OF SYMBOLS 1 ... Formwork panel 2 ... Reinforcing bar space 3 ... Separator 3a ... Bar-shaped metal fitting 3b ... Presser 3c ... Presser 3d ... Presser 3e ... Heat insulation panel stopper 4 ... Heat insulation panel 5 ... Vertical steel pipe 6 ... Horizontal steel pipe 7 ... Fastener 8 ... Air gap 9 ... Insulating panel presser square 10 ... Concrete frame 9 '... Insulating panel presser panel

Claims (1)

屋内側に型枠パネルを配置した鉄筋の屋外側に、断熱パネルを、セパレータにより支持する断熱パネル支持工と、
前記断熱パネルの屋外側に、空隙を設けて、支保工材を構築する支保工と、
前記空隙に断熱パネル押え材を詰めて挿入する押え材挿入工と、
前記鉄筋にコンクリートを流し込むことによりコンクリート躯体を形成するコンクリート躯体形成工と、
前記支保工材、前記断熱パネル押え材、及び前記型枠パネルを、前記コンクリート躯体から撤去する撤去工と、
を備えたことを特徴とする鉄筋コンクリート建物外壁構造体の構築工法。
A heat insulation panel supporter that supports the heat insulation panel by a separator on the outdoor side of the reinforcing bar in which the formwork panel is arranged on the indoor side,
A support for constructing a support material by providing a gap on the outdoor side of the heat insulation panel;
A presser material inserter for inserting and inserting a heat insulating panel presser into the gap;
A concrete body forming work for forming a concrete body by pouring concrete into the reinforcing bar,
A removal work for removing the support material, the heat insulation panel pressing material, and the formwork panel from the concrete frame;
A construction method for an outer wall structure of a reinforced concrete building characterized by comprising:
JP2006255902A 2006-06-01 2006-09-21 Construction method of outer wall structure of reinforced concrete building Expired - Fee Related JP4635165B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP2006255902A JP4635165B2 (en) 2006-06-01 2006-09-21 Construction method of outer wall structure of reinforced concrete building

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
JP2006005157 2006-06-01
JP2006255902A JP4635165B2 (en) 2006-06-01 2006-09-21 Construction method of outer wall structure of reinforced concrete building

Publications (2)

Publication Number Publication Date
JP2008008130A JP2008008130A (en) 2008-01-17
JP4635165B2 true JP4635165B2 (en) 2011-02-16

Family

ID=39066575

Family Applications (1)

Application Number Title Priority Date Filing Date
JP2006255902A Expired - Fee Related JP4635165B2 (en) 2006-06-01 2006-09-21 Construction method of outer wall structure of reinforced concrete building

Country Status (1)

Country Link
JP (1) JP4635165B2 (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN102635181A (en) * 2012-05-07 2012-08-15 兰州大学 Prefabricated ribbed bottom plate superposed wall

Families Citing this family (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN111042373A (en) * 2019-12-16 2020-04-21 张效思 Assembled concrete-filled steel tube-wood composite wall for building and manufacturing method thereof
CN115126116B (en) * 2022-06-23 2023-07-14 南通固盛建材有限公司 Crack-resistant building rubbish recycled concrete wallboard

Family Cites Families (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH10196022A (en) * 1997-01-17 1998-07-28 Kasaharagumi:Kk Concrete form

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN102635181A (en) * 2012-05-07 2012-08-15 兰州大学 Prefabricated ribbed bottom plate superposed wall

Also Published As

Publication number Publication date
JP2008008130A (en) 2008-01-17

Similar Documents

Publication Publication Date Title
CA2652839A1 (en) Insulation system for cement walls
CN212582974U (en) Double wall for quick disassembly
KR20150060107A (en) Adiabatic concrete connecting structure and constructing method
JP4635165B2 (en) Construction method of outer wall structure of reinforced concrete building
JP4945428B2 (en) Reinforced structure
JP2013113042A (en) Earthquake-proof heat insulation wall panel and earthquake-proof heat insulation wall structure
US20060263575A1 (en) Method of rigidifying a foam panel and a foam panel
CN211949059U (en) Partition wall is built in assembled room
JP4295640B2 (en) Seismic retrofit structure for existing exterior walls
JP2007162252A (en) Heat insulating construction method for exterior wall and roof of steel-frame building
JP5501725B2 (en) Unit building
JP2017066666A (en) Bearing wall panel and bearing wall panel system
JP4317773B2 (en) Seismic retrofit structure for existing exterior walls
JP4545967B2 (en) Construction method of T-beam slab
JP2007113329A (en) Method of extending building, and extension building
KR100427956B1 (en) Band for constructing walls and wall construction method using the same
JP2013072190A (en) External heat insulation structure and external heat insulation construction method
KR20110064762A (en) Load bearing panel for modular construction
JP4274974B2 (en) Seismic retrofit method for existing exterior walls
JP3001210U (en) Insulation board that also serves as a formwork for floor slab construction
JP2005299133A (en) Building structure and load-bearing panel
JP2012087533A (en) Heat insulating member and heat insulating panel mounting structure
KR100621361B1 (en) Building girder structure
JP2013177771A (en) Earthquake proof and heat insulation repair structure
JP2869049B2 (en) Concrete formwork structure

Legal Events

Date Code Title Description
A621 Written request for application examination

Free format text: JAPANESE INTERMEDIATE CODE: A621

Effective date: 20080218

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: 20100924

A01 Written decision to grant a patent or to grant a registration (utility model)

Free format text: JAPANESE INTERMEDIATE CODE: A01

A711 Notification of change in applicant

Free format text: JAPANESE INTERMEDIATE CODE: A711

Effective date: 20101022

A61 First payment of annual fees (during grant procedure)

Free format text: JAPANESE INTERMEDIATE CODE: A61

Effective date: 20101025

A521 Request for written amendment filed

Free format text: JAPANESE INTERMEDIATE CODE: A821

Effective date: 20101023

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

Free format text: PAYMENT UNTIL: 20131203

Year of fee payment: 3

R150 Certificate of patent or registration of utility model

Free format text: JAPANESE INTERMEDIATE CODE: R150

LAPS Cancellation because of no payment of annual fees