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JPH0788685B2 - Construction method of building using PC panel - Google Patents
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JPH0788685B2 - Construction method of building using PC panel - Google Patents

Construction method of building using PC panel

Info

Publication number
JPH0788685B2
JPH0788685B2 JP63034821A JP3482188A JPH0788685B2 JP H0788685 B2 JPH0788685 B2 JP H0788685B2 JP 63034821 A JP63034821 A JP 63034821A JP 3482188 A JP3482188 A JP 3482188A JP H0788685 B2 JPH0788685 B2 JP H0788685B2
Authority
JP
Japan
Prior art keywords
panel
mortar
panels
building
unit
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
JP63034821A
Other languages
Japanese (ja)
Other versions
JPH01210538A (en
Inventor
哲也 佐々木
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.)
Kajima Corp
Original Assignee
Kajima Corp
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 Kajima Corp filed Critical Kajima Corp
Priority to JP63034821A priority Critical patent/JPH0788685B2/en
Publication of JPH01210538A publication Critical patent/JPH01210538A/en
Publication of JPH0788685B2 publication Critical patent/JPH0788685B2/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

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  • Load-Bearing And Curtain Walls (AREA)

Description

【発明の詳細な説明】 〔産業上の利用分野〕 この発明は、主に、低層集合住宅などの建物の建設で実
施されるPCパネルを使用する建築物の構築方法に関す
る。
TECHNICAL FIELD The present invention mainly relates to a method of constructing a building using a PC panel, which is carried out in the construction of a building such as a low-rise apartment house.

〔従来の技術〕[Conventional technology]

従来、2〜3階程度の低層集合住などの建物は、木造、
鉄骨造、あるいは鉄筋コンクリート構造によって構築さ
れる場合が多い。
Traditionally, buildings such as low-rise apartments on the 2nd and 3rd floors are made of wood,
Often constructed with steel or reinforced concrete structures.

〔発明が解決しようとする問題点〕[Problems to be solved by the invention]

しかし、木造だと耐火性、耐久性及び遮音性に劣り、ま
た、鉄骨造だと断熱性、遮音性及び防水性などを確保す
るために、重装備の内外装を施す必要があり、コスト高
を免れない。
However, if it is made of wood, it is inferior in fire resistance, durability, and sound insulation.If it is made of steel, in order to ensure heat insulation, sound insulation, and waterproofness, the interior and exterior of heavy equipment must be provided, which increases the cost. I cannot escape.

さらに、鉄筋コンクリート造だと建物の規模の割りに
は、工事が煩雑化しやすく、また、建物の重量が相当嵩
むため、基礎工事に多大な労力と工費を要するなどの問
題がある。
Furthermore, if the structure is a reinforced concrete structure, the construction tends to be complicated for the scale of the building, and since the weight of the building is considerably heavy, there is a problem that a great deal of labor and construction cost are required for the foundation construction.

このため、最近では、工期の短縮を図るために断熱材を
芯材とする立体型鉄筋パネルを壁パネルなどとして使用
し、この壁パネルの両面にモルタル又はコンクリートを
吹きつけるなどして建物の躯体を構築する方法が実施さ
れているが、モルタルなどの吹き付け面積がきわめて広
範囲に渡るため、多くの左官職人を必要とし、また、そ
の仕上がりが左官職人の技量に大きく左右されるなどの
施工上の解決すべき問題が多々ある。
For this reason, recently, in order to shorten the construction period, a three-dimensional type reinforcing bar panel with a heat insulating material as a core material is used as a wall panel, etc., and mortar or concrete is sprayed on both sides of this wall panel to construct the building frame. However, it requires a large number of plasterers because the spraying area of mortar and the like is extremely wide, and the finish depends greatly on the skill of the plasterer. There are many problems to solve.

この発明は、以上の問題点を解決するためになされたも
ので、施工の簡単化、簡略化、工事費の低減化、建物重
量の低減化などを可能にしたPCパネルを使用する建築物
の構築方法を提供することを目的とする。
The present invention has been made to solve the above problems, and the construction of a building using a PC panel that enables simplification of construction, simplification, reduction of construction cost, reduction of building weight, etc. The purpose is to provide a construction method.

〔問題点を解決するための手段〕[Means for solving problems]

この発明に係るPCパネルを使用する建物の構築工法は、
複数枚の単位PCパネルを使用して建物の壁部分、床部分
及び屋根部分を構築するPCパネルを使用する建物の構築
方法であって、前記単位PCパネルは平行に対設された格
子鉄筋パネル間に複数本のラチス筋を配筋してなる立体
型鉄筋パネルに、その中間部より片方に偏芯させて断熱
パネルを設置するとともに、この断熱パネルの偏芯する
側に、この断熱パネルの偏芯する側に突出する前記ラチ
ス筋及び前記格子鉄筋パネルが均一に埋まる厚さにモル
タルまたはコンクリート層を形成してなり、前記壁部分
の単位PCパネルは前記モルタルまたはコンクリート層を
外側に、前記断熱パネルをその内側にして設置し、前記
床部分および前記屋根部分の単位PCパネルは前記モルタ
ルまたはコンクリート層を下側に、前記断熱パネルをそ
の上側にして設置し、かつ、前記断熱パネルの反対側
に、この断熱パネルの反対側に突出するラチス筋および
格子鉄筋パネルが均一に埋まる厚さにモルタルまたはコ
ンクリート層を後打ちして形成することを特徴とする。
The building construction method using the PC panel according to the present invention is
A method of constructing a building using PC panels for constructing a wall portion, a floor portion and a roof portion of a building using a plurality of unit PC panels, wherein the unit PC panels are lattice reinforcing panels arranged in parallel. A three-dimensional reinforcing bar panel with a plurality of lattice reinforcements arranged in between is installed with a heat insulation panel that is eccentric to one side from the middle part, and on the eccentric side of this heat insulation panel, A mortar or concrete layer is formed to a thickness such that the lattice reinforcement and the lattice reinforcing bar panel protruding to the eccentric side are uniformly buried, and the unit PC panel of the wall portion is the mortar or concrete layer on the outside, The heat insulation panel is installed inside, the unit PC panels of the floor portion and the roof portion are installed with the mortar or concrete layer on the lower side, and the heat insulation panel on the upper side, In addition, a mortar or a concrete layer is post-formed on the opposite side of the heat insulating panel to a thickness such that the lattice reinforcement and the grid reinforcing bar panel projecting to the opposite side of the heat insulating panel are uniformly buried.

〔実施例〕〔Example〕

以下、この発明に係るPCパネルを使用する建築物の構築
方法を図示する一実施例に基いて説明すると、この発明
に係る構築方法では、第1図〜第4図に図示する単位PC
パネルが使用される。
Hereinafter, a construction method of a building using a PC panel according to the present invention will be described with reference to an embodiment shown in the drawings. In the construction method according to the present invention, a unit PC shown in FIGS.
Panels are used.

単位PCパネル1は、所定の厚さを有して略矩形板状に組
み立てられた立体型鉄筋パネル2の中間部に、発泡ウレ
タンなどの断熱パネル3を立体型鉄筋パネル2の全体に
渡って取り付けるとともに、この断熱パネル3の一側部
にモルタル層またはコンクリート層4を形成することに
より形成され、必要により、モルタル層またはコンクリ
ート層4の表面にタイル等の外装材が取り付けられてい
る。
The unit PC panel 1 has a heat insulating panel 3 made of urethane foam or the like over the entire three-dimensional reinforcing bar panel 2 in the middle of the three-dimensional reinforcing bar panel 2 having a predetermined thickness and assembled into a substantially rectangular plate shape. The heat insulating panel 3 is formed by forming a mortar layer or a concrete layer 4 on one side of the heat insulating panel 3, and if necessary, an exterior material such as a tile is attached to the surface of the mortar layer or the concrete layer 4.

立体型鉄筋パネル2は、略矩形板状に形成された2枚の
格子鉄筋パネル5,5を平行に対設し、この格子鉄筋パネ
ル5,5間に複数本のラチス鉄筋6,…を格子鉄筋パネル5
に連結しつつ、格子鉄筋パネル5の全体に渡って配筋す
ることにより構成されている。
The three-dimensional rebar panel 2 has two lattice rebar panels 5 and 5 formed in a substantially rectangular plate shape, which are arranged in parallel to each other, and a plurality of lattice rebars 6, ... Are latticed between the rebar panels 5 and 5. Rebar panel 5
It is configured by arranging the whole of the lattice reinforcing bar panel 5 while being connected to.

断熱パネル5は立体型鉄筋パネル2の中間部より片方い
やや偏心して設置され、また、モルタル層またはコンク
リート層4は断熱パネル3が偏心して取り付けられてい
る側にモルタルまたはコンクリートを断熱パネル3の偏
芯する側に突出する格子鉄筋パネル5およびラチス筋6
が埋まる厚さに均一に充填することにより形成されてい
る。
The heat insulation panel 5 is installed slightly eccentrically from the middle part of the three-dimensional reinforcing bar panel 2, and the mortar layer or concrete layer 4 is provided with mortar or concrete on the side where the heat insulation panel 3 is eccentrically attached. Lattice reinforcement panel 5 and lattice reinforcement 6 protruding toward the eccentric side
It is formed by uniformly filling the thickness to fill.

なお、立体型鉄筋パネル2のモルタル層またはコンクリ
ート層4が形成されていない側の格子鉄筋パネル5およ
びラチス筋6は露出したままになっている。
The lattice reinforcing bar panel 5 and the lattice reinforcing bars 6 on the side where the mortar layer or the concrete layer 4 of the three-dimensional reinforcing bar panel 2 is not formed are left exposed.

第5図は、単位PCパネル1からなる建物の外観を示し、
複数枚の単位PCパネル1は壁パネル7、床パネルおよび
屋根パネル9として建物の壁部分、床部分および屋根部
分にそれぞれ必要枚数設置されている。
Fig. 5 shows the appearance of the building consisting of the unit PC panel 1,
A plurality of unit PC panels 1 are installed on the wall portion, floor portion and roof portion of the building as wall panels 7, floor panels and roof panels 9, respectively.

次に、構築方法について説明すると、壁パネル7はモル
タル層またはコンクリート層4を外側に、断熱パネル3
をモルタル層またはコンクリート層4の内側に位置させ
て垂直に設置し、床パネル8および屋根パネル9はモル
タル層又はコンクリート層4を下側に位置させ、断熱パ
ネル3をモルタル層またはコンクリート層4の上側に位
置させて水平に設置する。
Next, the construction method will be described. The wall panel 7 has the mortar layer or the concrete layer 4 on the outer side, and the heat insulating panel 3
Are placed vertically inside the mortar layer or concrete layer 4, the floor panel 8 and the roof panel 9 have the mortar layer or concrete layer 4 located on the lower side, and the heat insulation panel 3 is placed in the mortar layer or concrete layer 4. Position it horizontally and install it horizontally.

また、隣接する左右壁パネル7,7の接合部の内側、隣接
する床パネル8,8の接合部の内側及び隣接する屋根パネ
ル9,9の接合部の内側に、壁パネル7どうし、床パネル
8どうし及び屋根パネル9どうしをそれぞれ一体的に連
結するために補強金網10または補強鉄筋11を設置する。
In addition, inside the joints between the adjacent left and right wall panels 7,7, inside the joints between the adjacent floor panels 8,8 and inside the joints between the adjacent roof panels 9,9, the wall panels 7 and the floor panels are joined together. A reinforcing wire net 10 or a reinforcing bar 11 is installed to integrally connect the roof panels 8 and the roof panels 9 together.

補強金網10および補強鉄筋11は壁パネル7および床パネ
ル8に沿ってそれぞれ設置し、かつ、この補強金網10お
よび補強鉄筋11の設置後に充填されるモルタルまたはコ
ンクリートに完全に埋設する。
The reinforcing wire mesh 10 and the reinforcing bars 11 are installed along the wall panel 7 and the floor panel 8, respectively, and are completely embedded in the mortar or concrete filled after the installation of the reinforcing wire mesh 10 and the reinforcing bars 11.

また、壁パネル7,7の接合部の外側には室内側に雨水な
どが浸入しないようにコーキング材12を充填することに
より壁パネル接合部の防水処理を確実に行う。
Moreover, the caulking material 12 is filled outside the joints of the wall panels 7 and 7 so that rainwater or the like does not enter the inside of the room, so that the waterproof treatment of the joints of the wall panels is surely performed.

また、上下壁パネル7,7の接合部の内側には、複数本の
補強鉄筋11を壁パネル7の上下方向に沿って配筋し、壁
パネル7と床パネル8との接合部には複数枚の連結金網
13を設置し、かつ、この補強金網11および連結鉄筋13の
設置後に充填されるモルタルまたはコンクリートに完全
に埋設する。
Inside the joint between the upper and lower wall panels 7,7, a plurality of reinforcing reinforcing bars 11 are arranged along the vertical direction of the wall panel 7, and a plurality of joints between the wall panel 7 and the floor panel 8 are provided. Connected wire mesh
13 is installed and completely embedded in the mortar or concrete to be filled after the reinforcing wire net 11 and the connecting rebar 13 are installed.

連結金網13はL字型に形成し、その一端13aを床パネル
内に沿って一定長さ延在し、他端13bを壁パネル7内に
一定長さ延在して、両端の定着長さを十分に確保する。
The connecting wire mesh 13 is formed in an L shape, and one end 13a thereof extends along the floor panel for a certain length, and the other end 13b extends within the wall panel 7 for a certain length to provide a fixing length at both ends. Secure enough.

上下壁パネル7,7の接合部の外側には、雨水などが浸入
しないようにコーキング材12を充填することによって上
下壁パネル7,7間の接合部の防水処理を確実に行う。
The caulking material 12 is filled outside the joints between the upper and lower wall panels 7 and 7 so that rainwater and the like do not enter, so that the joint between the upper and lower wall panels 7 and 7 is reliably waterproofed.

このように設置された壁パネル7の室内側、床パネル8
および屋根パネル9の上側、さらに上下壁パネル7と床
パネル8との接合部の上側にモルタルまたはコンクリー
トを立体型鉄筋パネル2の露出部分が完全に埋まるまで
吹き付けることにより、壁部分の室内側部、床部および
屋根部分の上側部をそれぞれ施工する。
Indoor side of the wall panel 7 installed in this way, the floor panel 8
By spraying mortar or concrete on the upper side of the roof panel 9 and further on the joint between the upper and lower wall panels 7 and the floor panel 8 until the exposed portion of the three-dimensional reinforcing bar panel 2 is completely filled, the indoor side portion of the wall portion. , The floor part and the upper part of the roof part are constructed respectively.

また、窓などの開口部の周辺部には、開口部周辺部を補
強するための補強鉄筋11が配筋されている(第9図参
照)。
Reinforcing bars 11 for reinforcing the peripheral portion of the opening are arranged around the opening such as a window (see FIG. 9).

なお、壁パネル7の室内側にモルタルまたはコンクリー
トを施工する場合、型枠を設置し、この型枠の内側にモ
ルタルまたはコンクリートを充填してもよい。
When applying mortar or concrete to the inside of the wall panel 7, a formwork may be installed and the mortar or concrete may be filled inside the formwork.

以上のようにして立体型鉄筋パネル2の露出部分にモル
タルまたはコンクリート層を後打ちして形成する。
As described above, the mortar or concrete layer is post-cast and formed on the exposed portion of the three-dimensional reinforcing bar panel 2.

〔発明の効果〕〔The invention's effect〕

この発明は、以上の構成からなるので、以下の効果を有
する。
Since the present invention is configured as described above, it has the following effects.

現場におけるモルタルまたはコンクリートの吹き付
けを、建物の室外側を省略して室内側だけにすればよい
ので、吹き付け面積が半減し、また、外部足場も殆ど不
要となるので、工期の大幅な短縮化が可能なだけでな
く、左官職人を可能な限り減らせて工事費の大幅な低減
化などが図れる。
Since the mortar or concrete spraying on site can be done only on the indoor side, omitting the outdoor side of the building, the spraying area is halved, and external scaffolding is almost unnecessary, greatly reducing the construction period. Not only is it possible, but the number of plasterers can be reduced as much as possible, and construction costs can be greatly reduced.

また、モルタルなどの吹き付け作業は室内側だけなの
で、所謂GL工法などによって室内側を仕上げるものとす
れば、比較的ラフな吹き付けでよく、施工の省力化が図
れる。
Further, since the mortar and the like are sprayed only on the indoor side, if the indoor side is finished by the so-called GL method or the like, relatively rough spraying is sufficient and labor saving can be achieved.

さらに、雨などの天候の影響を受けることもないので、
左官工事をスムーズに行うことができる。
Furthermore, since it is not affected by the weather such as rain,
Plastering work can be done smoothly.

単位PCパネルには、予め断熱パネルが取り付けてあ
るので、単位PCパネルの取り付けと同時に断熱材の取り
付けを行うことができ、施工の省力化が図れる。
Since the heat insulation panel is attached to the unit PC panel in advance, the heat insulation material can be attached at the same time when the unit PC panel is attached, which saves labor in the construction.

また、断熱パネルは、立体型鉄筋パネルの中間部より片
方に偏心して取り付けられ、吹き付け直後のモルタル又
はコンクリートのバックアップ材となるので、単位PCパ
ネルの片面に予め形成されるモルタルまたはコンクリー
ト層を、軽くて建て付けなどの取扱いがし易いように可
能な限り薄く形成することができ、また、モルタルまた
はコンクリート層を任意の厚さにすることができる。
Further, the heat insulation panel is eccentrically attached to one side from the middle portion of the three-dimensional reinforcing bar panel, and serves as a backup material for mortar or concrete immediately after spraying, so a mortar or concrete layer preformed on one surface of the unit PC panel, It can be formed as thin as possible so as to be light and easy to handle such as building, and the mortar or concrete layer can have any thickness.

単位PCパネルは片面がプレキャスト化されて充分な
剛性を有しているので、施工中、単位PCパネルが変形し
たり破損したりする恐れがなく、精度保持および施工の
安全性が図れる。
One side of the unit PC panel is precast and has sufficient rigidity, so there is no risk of the unit PC panel being deformed or damaged during construction, and precision retention and construction safety can be achieved.

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

第1図〜第9図は、この発明の第1実施例を示すもの
で、第1図は立体型鉄筋パネルの斜視図、第2図はその
一部断面図、第3図はその一部斜視図、第4図は単位PC
パネルの斜視図、第5図は単位PCパネルからなる建築物
の一部斜視図、第6図は建築物の外壁部の一部正面図、
第7図は外壁部の横断面図、第8図は壁部と床との接合
部の断面図、第9図は建築物開口部の外壁部の断面図で
ある。 1……単位PCパネル、2……立体型鉄筋パネル、3……
断熱パネル、4……モルタルまたはコンクリート層、5
……格子鉄筋パネル、6……ラチス鉄筋、7……壁パネ
ル、8……床パネル、9……屋根パネル、10……補強金
網、11……補強鉄筋、12……コーキング材、13……連結
金網。
1 to 9 show a first embodiment of the present invention. FIG. 1 is a perspective view of a three-dimensional reinforcing bar panel, FIG. 2 is a partial sectional view thereof, and FIG. 3 is a part thereof. Perspective view, Fig. 4 shows unit PC
Panel perspective view, FIG. 5 is a partial perspective view of a building composed of unit PC panels, FIG. 6 is a partial front view of the outer wall of the building,
7 is a cross-sectional view of the outer wall portion, FIG. 8 is a cross-sectional view of the joint portion between the wall portion and the floor, and FIG. 9 is a cross-sectional view of the outer wall portion of the building opening. 1 …… Unit PC panel, 2 …… Three-dimensional rebar panel, 3 ……
Insulation panel, 4 ... Mortar or concrete layer, 5
…… Lattice rebar panel, 6 …… Lattice rebar, 7 …… Wall panel, 8 …… Floor panel, 9 …… Roof panel, 10 …… Reinforcing wire mesh, 11 …… Reinforcing rebar, 12 …… Caulking material, 13… … Connected wire mesh.

Claims (1)

【特許請求の範囲】[Claims] 【請求項1】複数枚の単位PCパネルを使用して建物の壁
部分、床部分及び屋根部分を構築するPCパネルを使用す
る建物の構築方法であって、前記単位PCパネルは平行に
対設された格子鉄筋パネル間に複数本のラチス筋を配筋
してなる立体型鉄筋パネルに、その中間部より片方に偏
芯させて断熱パネルを設置するとともに、この断熱パネ
ルの偏芯する側に、この断熱パネルの偏芯する側に突出
する前記ラチス筋及び前記格子鉄筋パネルが均一に埋ま
る厚さにモルタルまたはコンクリート層を形成してな
り、前記壁部分の単位PCパネルは前記モルタルまたはコ
ンクリート層を外側に、前記断熱パネルをその内側にし
て設置し、前記床部分および前記屋根部分の単位PCパネ
ルは前記モルタルまたはコンクリート層を下側に、前記
断熱パネルをその上側にして設置し、かつ、前記断熱パ
ネルの反対側に、この断熱パネルの反対側に突出するラ
チス筋および格子鉄筋パネルが均一に埋まる厚さにモル
タルまたはコンクリート層を後打ちして形成することを
特徴とするPCパネルを使用する建築物の構築方法。
1. A method of constructing a building using PC panels for constructing a wall portion, a floor portion and a roof portion of a building using a plurality of unit PC panels, wherein the unit PC panels are arranged in parallel. In addition to installing a heat-insulating panel by eccentricizing one side from the middle part to a three-dimensional type reinforcing bar panel that arranges multiple lattice reinforcements between the grid reinforcement bars that have been installed, on the side where this eccentric panel is eccentric , A mortar or concrete layer is formed to a thickness such that the lattice bars and the lattice reinforcing bars protruding on the eccentric side of the heat insulation panel are uniformly buried, and the unit PC panel of the wall portion is the mortar or concrete layer. On the outside, the heat insulating panel is installed inside, and the unit PC panels of the floor portion and the roof portion have the mortar or concrete layer on the lower side and the heat insulating panel on the upper side. Installed on the opposite side of the heat insulation panel, and by post-casting a mortar or concrete layer to a thickness that uniformly fills the lattice and grid reinforcement bars protruding to the opposite side of this heat insulation panel. How to build a building using the characteristic PC panel.
JP63034821A 1988-02-17 1988-02-17 Construction method of building using PC panel Expired - Lifetime JPH0788685B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP63034821A JPH0788685B2 (en) 1988-02-17 1988-02-17 Construction method of building using PC panel

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP63034821A JPH0788685B2 (en) 1988-02-17 1988-02-17 Construction method of building using PC panel

Publications (2)

Publication Number Publication Date
JPH01210538A JPH01210538A (en) 1989-08-24
JPH0788685B2 true JPH0788685B2 (en) 1995-09-27

Family

ID=12424861

Family Applications (1)

Application Number Title Priority Date Filing Date
JP63034821A Expired - Lifetime JPH0788685B2 (en) 1988-02-17 1988-02-17 Construction method of building using PC panel

Country Status (1)

Country Link
JP (1) JPH0788685B2 (en)

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN115522629A (en) * 2022-11-10 2022-12-27 天津大学 Bolt connection type concrete grid composite wall residential structure

Family Cites Families (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS6225633A (en) * 1985-07-24 1987-02-03 積水化成品工業株式会社 Three-dimensional welded metal net inserted board and its production

Also Published As

Publication number Publication date
JPH01210538A (en) 1989-08-24

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