JP2005351060A - Concrete floor construction of detached base-isolated house - Google Patents

Concrete floor construction of detached base-isolated house Download PDF

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JP2005351060A
JP2005351060A JP2004199910A JP2004199910A JP2005351060A JP 2005351060 A JP2005351060 A JP 2005351060A JP 2004199910 A JP2004199910 A JP 2004199910A JP 2004199910 A JP2004199910 A JP 2004199910A JP 2005351060 A JP2005351060 A JP 2005351060A
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concrete floor
floor
concrete
joists
seismic isolation
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Kunio Aoto
邦夫 青砥
Yoshikatsu Miura
義勝 三浦
Takeji Shizume
武治 鎭目
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<P>PROBLEM TO BE SOLVED: To provide a construction method in which a worker does not have to get into a clearance to perform removal work. <P>SOLUTION: When placing a concrete form 2 on a foundation 9 in constructing a concrete floor 1, posts 5 tapered toward the tips are erected on the foundation 9, placing the tapered tips on the top side, and sleepers 4 and joists 3 are placed thereon for erection. Before placing the concrete form 2 on the joists 3, the joists 3, the sleepers 4 and the posts 5 are tied with cords 10 or the like, and ends 10a of the cords are put outside from a partially cutout open part of a foundation peripheral cover 11. When the concrete floor 1 is horizontally moved by a jack 12 or the like after the completion of a building, the posts 5 incline, and the joists 3 and the sleepers 4 are displaced sideways and fall. The removal of the posts 5, joists 3 and sleepers 4 that have fallen on the foundation from under the floor is performed by pulling the cords 10a tied in construction. <P>COPYRIGHT: (C)2006,JPO&NCIPI

Description

本発明は、戸建免震住宅の建物の床部に摘用して、鉄骨で組む床梁をコンクリート製にすることで免震住宅の施工を容易にし、免震住宅のコストを押さえた工法に関するものである。  The present invention is applied to the floor portion of a detached base-isolated house, and the construction of the base-isolated house is facilitated by making the floor beam made of steel frame concrete, thereby reducing the cost of the base-isolated house. It is about.

戸建免震住宅の床部は鉄骨を組んで、その上に住宅を建てる工法が主流である。
ただし、戸建免震住宅はサイズも均一でなく、その都度鉄骨を組み合わせてやるために量産性も得られず価格も下がらない要因となっている。
ビル免震などのように床下に作業者が入れるスペースがとれる建物の場合には、コンクリート床が容易に施工できる。施工するときの方法として、支柱を組立、その上に根太、合板等を敷いてコンクリートを流し込んでいる。支柱を解体撤去するには、支柱に加工されているネジを弛めて支柱を下げて撤去することが出来るため支柱を1本ずつ取り外すことが出来る。この工法は従来工法として確立されている。また、戸建免震住宅でもコンクリート床工法がある。その場合に床下が500〜600mmと狭く、作業者が入り込んで作業が出来ないために、コンクリートを流し込んだ後にコンクリート床をジャッキやエアバックなどを使いコンクリート床を上昇させてから支柱の撤去・解体をしている。
The main method is to build a steel frame on the floor of a detached base-isolated house and build a house on it.
However, detached base-isolated houses are not uniform in size, and because they are combined with steel frames each time, mass productivity is not obtained and the price does not decrease.
A concrete floor can be easily constructed in the case of a building where a worker can have a space under the floor, such as a building seismic isolation. As a method for construction, concrete is poured by assembling struts, laying joists, plywood, etc. on it. To dismantle and remove the struts, it is possible to remove the struts one by one because the struts can be loosened and the struts can be lowered and removed. This method has been established as a conventional method. There is also a concrete flooring method for detached base-isolated houses. In that case, because the floor is as narrow as 500-600mm and workers cannot enter and work, the concrete floor is lifted with a jack or air bag after pouring concrete, and then the pillars are removed and dismantled I am doing.

本発明は、戸建免震住宅のコンクリート床の施工方法として、床下が500〜600mmと狭く、作業者が入り込んで作業が出来ないときに、ジャッキアップやエァバックなどを使ってコンクリート床を上昇させて作業者が隙間に入って撤去作業をしなくても良い工法の提案である。  The present invention is a concrete floor construction method for a detached base-isolated house. When the floor is as narrow as 500 to 600 mm and an operator cannot enter and work, the concrete floor is raised using jack-up or air bag. This is a proposal for a construction method in which the operator does not have to go into the gap and remove it.

コンクリート床を作るための施工の方法は従来とほぼ同じであるが、本発明では、上記目的を達成するために、免震装置のボール支承の上に円錐形状のプレートをコンクリート床下面側に設置し、周囲に支柱を組立、その上に大引き、根太を敷いた後に、大引き、根太や支柱をヒモ等でつなげておく。コンクリート型枠はヒモを取りつけた後で根太の上に取りつける。  Although the construction method for making the concrete floor is almost the same as the conventional method, in the present invention, in order to achieve the above object, a conical plate is installed on the lower surface side of the concrete floor on the ball bearing of the seismic isolation device. After assembling the struts around it, pulling over it and laying the joist on it, connect it with a string. Install the concrete formwork on the joists after attaching the string.

コンクリート打設後、コンクリートが硬化して必要な床強度が得られた時点で、支柱やその上の根太を撤去するために、コンクリート床の端部にジャッキなどを使ってコンクリート床を水平方向に押す。コンクリート床は施工時に免震装置には載荷されずに支柱にて荷重が支えられているが、コンクリート床がジャッキなどで押されて水平方向に動いて行くと、基礎側に配置された回転ボールがコンクリート床下面側に設置した円錐形状したプレートに接触して作動することで、プレートのテーパー角度分上方へコンクリート床を上昇させることができる。したがって、コンクリート床自重は、支柱から免震装置に移動して、支柱にはコンクリート床自重は載ってないことになり、支柱を容易に取り外すことができる。また、コンクリート床を押すジャッキ荷重はボールによる転がり摩擦分なので、小さい荷重で押すことが出来る。  After the concrete is placed, when the concrete has hardened and the required floor strength is obtained, use a jack or the like at the end of the concrete floor to remove the struts and joists on it. Push. The concrete floor is not loaded on the seismic isolation device at the time of construction, but the load is supported by the support, but when the concrete floor is pushed horizontally with a jack etc. and moves in the horizontal direction, a rotating ball placed on the foundation side Is operated in contact with a conical plate installed on the lower surface side of the concrete floor, whereby the concrete floor can be raised upward by the taper angle of the plate. Therefore, the concrete floor weight moves from the support column to the seismic isolation device, and the concrete floor weight does not rest on the support column, so that the support column can be easily removed. Moreover, since the jack load that pushes the concrete floor is the rolling friction due to the ball, it can be pushed with a small load.

この状態になったら、根太が水平に移動することで支柱も傾いていくために支柱が倒れる。大引き、根太、支柱等に付けておいたヒモの端を引っ張ることで、倒れた大引、根太、支柱等を床下から容易に引き出すことが出来る。従来のように、コンクリート床をジャッキアップして床下に作業者が入り込むことなく撤去することが可能となる。  In this state, the pillar falls down because the joist moves horizontally and the pillar also tilts. By pulling on the end of the string attached to the draw, joist, or post, the fallen draw, joist, or post can be easily pulled out from under the floor. As in the prior art, the concrete floor can be jacked up and removed without the operator entering the floor.

戸建免震住宅の土台受けは、現在、鉄骨梁方式が主流であるがコストが割高となっている。本発明では鉄骨土台をコストの安いコンクリート構造にしているが、従来、コンクリート構造施工上の欠点であった型枠作業を簡易にできる工夫をしている。本発明によれば、従来工法の根太や支柱を施工後に撤去する煩雑さと手間を大きく低減でき、免震住宅土台のコストを大幅に押さえることが可能となる。したがって、戸建免震住宅の普及に大きく貢献できる。  Currently, the steel beam method is the mainstream for receiving bases for detached base-isolated houses, but the cost is high. In the present invention, the steel base is made into a concrete structure with a low cost. However, the present invention has been devised to simplify the formwork which has been a drawback in the concrete structure construction. According to the present invention, it is possible to greatly reduce the trouble and labor of removing the joists and struts of the conventional method after construction, and it is possible to greatly reduce the cost of the seismic isolation housing base. Therefore, it can greatly contribute to the spread of detached base-isolated houses.

以下、図面を参照しながら、本発明の特徴とする実施形態を詳細に説明する。図1は、本発明に係る一実施例を示した図である。図2はコンクリート床を外側から押したときに、根太(3)や支柱(5)が倒れる図である。
図3は戸建住宅のように床下が500〜600mmと狭く、作業者が入り込んで作業が出来ない場合に、コンクリート床(1)をジャッキ(17)やエアバック(18)などを使いコンクリート床を上昇させてから支柱の撤去・解体をしている従来工法の図である。
図4はビルなどのように床下に作業者が入れるスペースがとれる建物の場合には、コンクリート床を施工するときの方法として、ネジ付支柱(19)を組立、支柱を解体撤去するには、支柱に加工されているネジを弛めて支柱を下げて撤去することが出来る従来工法の図である。
DESCRIPTION OF EMBODIMENTS Hereinafter, embodiments that characterize the present invention will be described in detail with reference to the drawings. FIG. 1 is a diagram showing an embodiment according to the present invention. FIG. 2 is a view in which joists (3) and struts (5) fall down when the concrete floor is pushed from the outside.
Fig. 3 shows concrete floor (1) using jack (17), air bag (18), etc., when the floor is as narrow as 500-600mm and the worker can't work because it is a detached house. It is a figure of the conventional construction method which removes and dismantles a support column after raising.
In the case of a building such as a building where space for an operator to enter can be taken, such as a building, as a method of constructing a concrete floor, assembling the threaded column (19) and dismantling and removing the column, It is a figure of the conventional construction method which can loosen the screw currently processed by the support | pillar, can lower | lower a support | pillar, and can remove it.

図3で明らかなように、戸建住宅のように床下が狭い場合は、作業者が入り込んで作業が出来ないために、施工後にコンクリート床をジャッキ(17)またはエアバック(18)などを使いコンクリート床(1)を上昇させてから大引き(4)、根太(3)や支柱(5)の撤去・解体をしている。この作業は、ジャッキ(17)またはエアバック(18)の配置やリフトアップのために技術を必要とする。コンクリート構造自体は安価であるが、施工機材を撤去するために工数を要し、コストダウンを妨げていた。  As can be seen in Fig. 3, when the floor is narrow, such as a detached house, workers cannot enter and work, so use a jack (17) or air bag (18) for the concrete floor after construction. After raising the concrete floor (1), the overdrawing (4), joists (3) and pillars (5) are removed and dismantled. This operation requires techniques for the placement and lift-up of the jack (17) or airbag (18). Although the concrete structure itself is inexpensive, it required man-hours to remove the construction equipment, and hindered cost reduction.

本発明の免震装置の施工方法では、基礎(9)側に免震装置(8)、回転ボール(7)を、コンクリート床下面(1a)側に円錐形状したプレート(6)が設置される。
支柱(5)の組立に当たっては、支柱(5)の先端部(5a)をやや細くしておき、その上に大引き(4)、根太(3)を載せる。根太(3)を敷いた後に、大引き、根太や支柱をヒモ等(10b)でつなげ、ヒモの先端(10a)は建物の外へ出しておく。コンクリート型枠(2)はヒモ(10)を取りつけた後で根太の上に取りつける。コンクリート型枠(2)を載せた後にコンクリートを流し込みコンクリート床(1)を作る。
In the construction method of the seismic isolation device of the present invention, the base (9) side is provided with the seismic isolation device (8), the rotating ball (7), and the conical plate (6) on the concrete floor lower surface (1a) side. .
In assembling the column (5), the tip (5a) of the column (5) is slightly narrowed, and a large pull (4) and joists (3) are placed thereon. After laying the joist (3), draw the joist, joists and pillars with the string (10b), and the tip (10a) of the string goes out of the building. The concrete formwork (2) is attached on the joist after attaching the string (10). After placing the concrete formwork (2), the concrete is poured into the concrete floor (1).

コンクリートが固まりコンクリート強度が得られた後にコンクリート床(1)の上には土台(13)や柱(15)やフローリング(14)が施工される。従来の鉄骨方式は床暖房をするときには鉄骨の隙間を断熱材で覆うのが大変であるが、コンクリート床の場合には床が密閉されているため、フローリング(14)とコンクリート床(1)との空間(16)を適当に設けることで床暖房機器の断熱材等の設置が容易になる。  After the concrete is solidified and concrete strength is obtained, the foundation (13), the pillar (15), and the flooring (14) are constructed on the concrete floor (1). In the conventional steel frame method, it is difficult to cover the gap between the steel frames with a heat insulating material when floor heating is performed, but in the case of a concrete floor, the floor is hermetically sealed, so the flooring (14) and the concrete floor (1) By appropriately providing the space (16), it becomes easy to install a heat insulating material or the like of the floor heating equipment.

建物の工事が完了後に、免震装置の機能を発揮させ免震装置に住宅の重量を支持させるには、建物の外からジャッキ等(12)でコンクリート床(1)を水平に移動させることが出来る装置をセットする。ジャッキ等(12)でコンクリート床(1)を水平に押して行くとコンクリート床下面(1a)に取りつけてある円錐形状したプレート(6)の角度θ(6a)は4度程度のテーパー状になっているため、ジャッキ等(12)でコンクリート床(1)を水平に押したときのストロークをSとすると、コンクリート床(1)が上に上昇する量XはX=tanθ×SとなりS=200mmとするとXは約15mm程度上昇する。コンクリート床下の型枠材の撤去は、あまり重量がかかっていない工事初期や途中に行うこともできる。  After the construction of the building is completed, the concrete floor (1) can be moved horizontally with a jack etc. (12) from outside the building in order to make the seismic isolation device function and support the weight of the house. Set a device that can be used. When the concrete floor (1) is pushed horizontally with a jack or the like (12), the angle θ (6a) of the conical plate (6) attached to the lower surface (1a) of the concrete floor becomes a taper of about 4 degrees. Therefore, if the stroke when the concrete floor (1) is pushed horizontally with a jack or the like (12) is S, the amount X of the concrete floor (1) rising upward is X = tan θ × S and S = 200 mm. Then, X rises by about 15 mm. The removal of the formwork under the concrete floor can also be done at the beginning or during the construction period, which is not very heavy.

図2に示すように、コンクリート床(1)が水平移動していくと支柱(5)の先端部(5a)は細くなっているために支柱(5)がコンクリート床(1)の移動に対して斜めになりやすく、ジャッキ(12)で押す荷重も大きな荷重を必要とせずに根太(3)や大引き(4)も移動できる。水平に移動するにつれて支柱(5)や根太(3)および大引き(4)が傾いていき変形が大きくなると基礎(9)の上に倒れる。コンクリート型枠(2)と根太(3)との隙間ができると住宅荷重は免震装置(8)に移り回転ボール(7)は、円錐形状したプレート(6)の表面を転がり移動するため転がり摩擦となりジャッキ(12)で押す荷重はさらに小さい荷重で済む。  As shown in FIG. 2, when the concrete floor (1) moves horizontally, the tip (5a) of the column (5) becomes thinner, so the column (5) moves against the movement of the concrete floor (1). The joist (3) and the large pull (4) can be moved without requiring a large load to be pushed by the jack (12). When the support (5), joist (3), and large pull (4) are tilted as it moves horizontally and the deformation becomes large, it falls on the foundation (9). If there is a gap between the concrete formwork (2) and joist (3), the house load is transferred to the seismic isolation device (8) and the rotating ball (7) rolls on the surface of the conical plate (6). The load which becomes friction and is pushed by the jack (12) can be smaller.

基礎(9)の上に倒れた支柱(5)や根太(3)大引き(4)の床下からの撤去は、建物の基礎外周覆い壁(11)の一部を開放しておいた所から外に出したヒモ(10a)を引っ張ることで、床下隙間の狭い所からでも簡単に支柱(5)や根太(3)の施工機材を取り出すことが可能となる。また、支柱(5)や根太(3)および大引き(4)が倒れにくいときでもヒモ(10a)を引っ張ることで引き倒し、これらの施工機材を床下から取り出すことが可能である。施工機材を取り出したあとにコンクリート床(1)を押していたジャッキ(12)を撤去すれば、免震装置がコンクリート床(1)を支持するので、その上に建設された住宅は、免震住宅としての機能を発揮する。  Removal of the pillar (5) and joist (3) overdrawing (4) that fell on the foundation (9) from the bottom of the floor was done by opening a part of the building's foundation outer covering wall (11). By pulling the string (10a) that has been pulled out, it becomes possible to easily take out the construction equipment such as the columns (5) and joists (3) even from places where the gap under the floor is narrow. Further, even when the column (5), joist (3), and large pull (4) are difficult to fall, it is possible to pull down the string (10a) and take out these construction equipment from under the floor. If the jack (12) that pushed the concrete floor (1) is removed after the construction equipment is taken out, the seismic isolation device supports the concrete floor (1). As a function.

本発明に係る一実施例を示した図である。  It is the figure which showed one Example which concerns on this invention. 図1のコンクリート床を建物の外側から押したときに、根太や支柱が倒れる図である。  When the concrete floor of FIG. 1 is pushed from the outside of a building, a joist and a pillar will fall down. 戸建住宅のように床下が500〜600mmと狭く、作業者が入り込んで作業が出来ない場合に、コンクリート床をジャッキやエアバックなどを使いコンクリート床を上昇させてから支柱の撤去・解体をしている従来工法の図である。  If the floor is as narrow as 500-600mm, such as a detached house, and an operator cannot enter and work, the concrete floor is lifted using a jack or air bag, and then the columns are removed and disassembled. It is a figure of the conventional construction method. ビル免震などのように床下に作業者が入れるスペースがとれる建物の場合には、コンクリート床を施工するときの方法として、支柱を組立、支柱を解体撤去するには、支柱に加工されているネジを弛めて支柱を下げて撤去することが出来る従来工法の図である。  In the case of a building that allows space for workers to enter under the floor, such as building seismic isolation, as a method of constructing a concrete floor, the column is processed into a column to assemble and dismantle the column. It is a figure of the conventional construction method which can loosen a screw, lower a support | pillar, and can remove.

符号の説明Explanation of symbols

1 コンクリート床
1a コンクリート床下面
2 コンクリート型枠
3 根太
4 大引き
5 支柱
5a 支柱先端部
6 円錐形状プレート
7 回転ボール
8 免震装置
9 基礎
10 ヒモ
11 基礎外周カバー
12 ジャッキ(水平用)
13 土台
14 フローリング
15 柱
16 空間
17 ジャッキ(上昇用)
18 エァバック
19 ネジ付支柱
DESCRIPTION OF SYMBOLS 1 Concrete floor 1a Concrete floor lower surface 2 Concrete formwork 3 joist 4 large pull 5 support 5a support tip part 6 conical plate 7 rotating ball 8 base isolation device 9 foundation 10 string 11 foundation outer periphery cover 12 jack (for horizontal)
13 foundation 14 flooring 15 pillar 16 space 17 jack (for ascending)
18 Back 19 Threaded support

Claims (3)

免震装置の円錐形状したプレートをコンクリート床下面側に設置し、基礎側には免震装置の回転ボールを配置したコンクリート床の戸建免震住宅で、コンクリート床を支持する基礎の上に立てる支柱と大引きや根太をヒモで固定しておくことを特徴とするコンクリート床施工方法  A conical-shaped plate of a seismic isolation device is installed on the bottom side of the concrete floor, and the base side is a detached floor seismic isolation house with a rotating ball of the seismic isolation device, and stands on the foundation that supports the concrete floor Concrete floor construction method characterized by fixing struts, large draws and joists with straps コンクリート床とその上部に建てられる建物を水平方向に移動させるための移動装置をコンクリート床の端面と地面との間に取付て建物完成後に水平移動を可能にした請求項1に記載のコンクリート床施工方法  2. The concrete floor construction according to claim 1, wherein a moving device for moving the concrete floor and a building built on the concrete floor horizontally is attached between the end surface of the concrete floor and the ground to enable horizontal movement after the building is completed. Method 建物完成後に水平移動させて、コンクリート床下面側に設置した円錐形状したプレートを基礎側の免震装置の回転ボールに移乗させながら施工時の支柱や根太を転倒させてコンクリート床面の狭い所からでもヒモ等でつなげておいた支柱や根太をヒモを引っ張ることで撤去でき、また、免震装置の機能も発揮できる請求項1に記載のコンクリート床施工方法。  After the building is completed, it is moved horizontally, and the conical plate installed on the bottom side of the concrete floor is transferred to the rotating ball of the base-side seismic isolation device. However, the concrete floor construction method according to claim 1, wherein the struts and joists connected by the string can be removed by pulling the string and the function of the seismic isolation device can be exhibited.
JP2004199910A 2004-06-10 2004-06-10 Concrete floor construction of detached base-isolated house Pending JP2005351060A (en)

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Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2008157001A (en) * 2006-12-26 2008-07-10 Kyoritsu Construction Co Ltd Construction method of building floor
JP2015178745A (en) * 2014-03-19 2015-10-08 大和ハウス工業株式会社 Jig for foundation work, and construction method for foundation work

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2008157001A (en) * 2006-12-26 2008-07-10 Kyoritsu Construction Co Ltd Construction method of building floor
JP2015178745A (en) * 2014-03-19 2015-10-08 大和ハウス工業株式会社 Jig for foundation work, and construction method for foundation work

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