JP2017031669A - Floor structure construction method and floor structure - Google Patents

Floor structure construction method and floor structure Download PDF

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JP2017031669A
JP2017031669A JP2015152642A JP2015152642A JP2017031669A JP 2017031669 A JP2017031669 A JP 2017031669A JP 2015152642 A JP2015152642 A JP 2015152642A JP 2015152642 A JP2015152642 A JP 2015152642A JP 2017031669 A JP2017031669 A JP 2017031669A
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deck plate
concrete
floor structure
wall body
wall
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JP6224038B2 (en
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田中 忍
Shinobu Tanaka
忍 田中
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Tanaka Construction Desgin Co Ltd
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Abstract

PROBLEM TO BE SOLVED: To provide a floor structure construction technology, easy in construction, and capable of shortening a construction period, without requiring a concrete form and a skilled technical engineer in construction.SOLUTION: A floor structure 100 comprises a wall body 20 formed in a standing-up shape by bricking a plurality of concrete blocks 10, a deck plate 30 placed so that the outer peripheral edge 31 covers a part (an inside near part of the wall body 20) of an upper edge part 21 of the wall body 20, a machine screw 40 and a receiver 41 being locking means for locking the deck plate 30 on the wall body 20, a form block 50 bricked in the upper edge part 21 of the wall body 20 and a concrete layer 60 placed so as to cover an upper surface of the deck plate 30 and the upper edge part 21 of the wall body 20.SELECTED DRAWING: Figure 4

Description

本発明は、コンクリートブロック建築物の床部分を施工する技術に関する。   The present invention relates to a technique for constructing a floor portion of a concrete block building.

コンクリートブロック建築物の床部分を施工する技術については、従来、様々な方式が提案されているが、本発明に関連するものとして、例えば、特許文献1に記載された「型枠コンクリートブロックを使用した建築構造物に対する床面や梁材等の造成工法」などがある。   Various techniques have been proposed in the past for constructing a floor portion of a concrete block building. As a technique related to the present invention, for example, “Use a formwork concrete block described in Patent Document 1”. There is a construction method for floors and beams for building structures.

特許文献1に記載されている造成工法は、型枠コンクリートブロックの片側壁板上面に対し、鋼板製デッキプレートの端縁側を2cm程度重ね合わせ状態に載置し、この端縁上の適所を型枠コンクリートブロックの片側壁板裏面側より逆L字状の止め金具を使用して止着し、型枠コンクリートブロックの反対側壁板に向かってゼットセパ金具の複数箇を取付けたものとなし、また、型枠コンクリートブロックの反対側壁板面にはコンクリートパネルを当接するとともに、このコンクリートパネルをゼットセパ金具で立設状態に止着させることによりデッキプレート上に一定深さの箱状空間を形成し、且つ、箱状空間内の凡そ10cm〜30cmの深さ範囲に鉄筋枠を組込んだ後、コンクリート打ちを行う、というものである。   In the construction method described in Patent Document 1, the edge side of the steel plate deck plate is placed in an overlapped state on the side wall plate upper surface of the formwork concrete block by about 2 cm, and an appropriate position on this edge is placed in the mold. It is fixed using a reverse L-shaped stopper from the back side of one side wall plate of the frame concrete block, and is equipped with multiple pieces of Zet Sepa metal fittings toward the opposite side wall plate of the formwork concrete block, A concrete panel is brought into contact with the opposite side wall plate surface of the formwork concrete block, and a box-shaped space of a certain depth is formed on the deck plate by fixing the concrete panel in a standing state with a zep separator. In this case, a concrete frame is placed after a reinforcing bar frame is assembled in a depth range of about 10 cm to 30 cm in the box-shaped space.

特開2004−124485号公報JP 2004-124485 A

特許文献1に記載された造成工法は、建築構造物の床面や梁部材などを迅速、簡便に施工することができるという長所を備えているが、使用する資材点数が多く、施工の際には熟練技術者が必要である。   The construction method described in Patent Document 1 has the advantage of being able to quickly and easily construct the floor surface and beam members of a building structure, but has a large number of materials to use. Requires skilled technicians.

そこで、本発明が解決しようとする課題は、施工の際にコンクリート型枠及び熟練技術者が不要であって、施工も容易であり、工期短縮も図ることができる床構造施工技術を提供することにある。   Accordingly, the problem to be solved by the present invention is to provide a floor structure construction technique that does not require a concrete formwork and skilled technicians during construction, is easy to construct, and can shorten the construction period. It is in.

本発明の床構造施工法は、複数のコンクリートブロックを組積して起立状の壁体を形成する工程と、デッキプレートの外周縁が前記壁体の上縁部の一部を覆うように当該デッキプレートを載置する工程と、前記デッキプレートを前記壁体に係止する工程と、前記壁体の上縁部に型枠ブロックを組積する工程と、前記デッキプレートの上面を覆うようにコンクリートを打設してコンクリート層を形成する工程と、を備えたことを特徴とする。   The floor structure construction method of the present invention includes a step of stacking a plurality of concrete blocks to form an upright wall, and the outer peripheral edge of the deck plate covers a part of the upper edge of the wall. A step of placing a deck plate, a step of locking the deck plate to the wall, a step of assembling a formwork block on the upper edge of the wall, and covering an upper surface of the deck plate And a step of placing concrete to form a concrete layer.

また、本発明の床構造は、複数のコンクリートブロックを組積して起立状に形成された壁体と、外周縁が前記壁体の上縁部の一部を覆うように載置されたデッキプレートと、前記デッキプレートを前記壁体に係止する係止手段と、前記壁体の上縁部に組積された型枠ブロックと、前記デッキプレートの上面及び前記壁体の上縁部を覆うように打設されたコンクリート層と、を備えたことを特徴とする。   Further, the floor structure of the present invention includes a wall body that is formed upright by stacking a plurality of concrete blocks, and a deck that is placed so that the outer peripheral edge covers a part of the upper edge of the wall body. A plate, locking means for locking the deck plate to the wall, a formwork block assembled on an upper edge of the wall, an upper surface of the deck plate, and an upper edge of the wall And a concrete layer placed so as to cover.

本発明により、施工の際にコンクリート型枠及び熟練技術者が不要であって、施工も容易であり、工期短縮も図ることができる床構造施工技術を提供することができる。   According to the present invention, it is possible to provide a floor structure construction technique that does not require a concrete formwork and a skilled engineer at the time of construction, can be easily constructed, and can shorten the construction period.

本発明の第1実施形態である床構造施工法の工程を示す一部省略斜視図である。It is a partially-omission perspective view which shows the process of the floor structure construction method which is 1st Embodiment of this invention. 図1に示す工程の後工程を示す一部省略斜視図である。It is a partially-omission perspective view which shows the post process of the process shown in FIG. 図2に示す工程の後工程を示すため、図2中のA−A線において切断した一部省略断面図である。FIG. 3 is a partially omitted cross-sectional view taken along line AA in FIG. 2 in order to show a subsequent process shown in FIG. 2. 図3に示す工程の後工程を示す一部省略断面図である。FIG. 4 is a partially omitted cross-sectional view illustrating a subsequent process of the process illustrated in FIG. 3. 図4中のB−B線における一部省略断面図である。FIG. 5 is a partially omitted cross-sectional view taken along line BB in FIG. 4. 本発明の第2実施形態である床構造施工法の工程を示す一部省略斜視図である。It is a partially-omission perspective view which shows the process of the floor structure construction method which is 2nd Embodiment of this invention. 図6に示す工程の後工程を示すため、図6中のC−C線において切断した一部省略断面図である。FIG. 7 is a partially omitted cross-sectional view taken along the line CC in FIG. 6 in order to show a subsequent process shown in FIG. 6. 図7に示す工程の後工程を示す一部省略断面図である。FIG. 8 is a partially omitted cross-sectional view illustrating a subsequent process of the process illustrated in FIG. 7.

図1〜図5に基づいて本発明の第1実施形態である床構造施工法及び床構造100について説明する。本実施形態の床構造施工法においては、図1に示すように、複数のコンクリートブロック10を組積することにより垂直に起立した状態の壁体20を形成し、デッキプレート30の外周縁31,32がそれぞれ壁体20,25の上縁部21,26の一部(壁体20,25の内側面寄りの部分)を覆うようにデッキプレート30を載置する。デッキプレート30は、山部30aと溝部30bとが交互に形成された部材であるが、これに限定しないので、平板状のデッキプレートを使用することもできる。   The floor structure construction method and the floor structure 100 according to the first embodiment of the present invention will be described with reference to FIGS. In the floor structure construction method of the present embodiment, as shown in FIG. 1, a wall body 20 in a vertically standing state is formed by stacking a plurality of concrete blocks 10, and the outer peripheral edge 31 of the deck plate 30, The deck plate 30 is placed so that 32 covers a part of the upper edges 21 and 26 of the wall bodies 20 and 25 (portions closer to the inner surface of the wall bodies 20 and 25). The deck plate 30 is a member in which the crest portions 30a and the groove portions 30b are alternately formed. However, the deck plate 30 is not limited to this, and a flat deck plate can also be used.

デッキプレート30の山部30a及び溝部30bの長さ方向と交差する方向の外周縁31が壁体20の上縁部21に載置される。デッキプレート30の山部30a及び溝部30bの長さ方向と平行な方向の外周縁32は壁体25の上縁部26に載置される。   An outer peripheral edge 31 in a direction intersecting with the length direction of the peak portion 30 a and the groove portion 30 b of the deck plate 30 is placed on the upper edge portion 21 of the wall body 20. The outer peripheral edge 32 in a direction parallel to the length direction of the peak portion 30 a and the groove portion 30 b of the deck plate 30 is placed on the upper edge portion 26 of the wall body 25.

この後、図2に示すように、デッキプレート30の外周縁31を、係止手段である複数のビス40を用いて壁体20に係止する。このとき、必要に応じて、図3に示すように、デッキプレート30の下面と壁体20の内側面との間に断面L字状の受け具41をビス40で取り付け、両者を固定することもできる。また、図5に示すように、デッキプレート30の外周縁32の下面と壁体25の内側面との間に断面L字状の受け具42をビス40で取り付けることにより、両者を固定する。   Thereafter, as shown in FIG. 2, the outer peripheral edge 31 of the deck plate 30 is locked to the wall body 20 using a plurality of screws 40 which are locking means. At this time, as shown in FIG. 3, as shown in FIG. 3, an L-shaped receiving member 41 is attached with a screw 40 between the lower surface of the deck plate 30 and the inner surface of the wall body 20, and both are fixed. You can also. Also, as shown in FIG. 5, a receiving member 42 having an L-shaped cross section is attached with a screw 40 between the lower surface of the outer peripheral edge 32 of the deck plate 30 and the inner surface of the wall body 25, thereby fixing both.

次に、図3に示すように、壁体20の上縁部21に型枠ブロック50を組積する。型枠ブロック50は、コンクリートブロック10の外側部11と同じ幅・高さを有する平板状の外側部51と、外側部51より幅が小さい平板状の内側部52と、外側部51と内側部52とを平行状態で連結する一対の連結部53と、を備えている。   Next, as shown in FIG. 3, the formwork block 50 is assembled on the upper edge portion 21 of the wall body 20. The formwork block 50 includes a flat plate-like outer portion 51 having the same width and height as the outer portion 11 of the concrete block 10, a flat plate-like inner portion 52 having a smaller width than the outer portion 51, and the outer portion 51 and the inner portion. And a pair of connecting portions 53 that connect 52 in a parallel state.

図3に示すように、コンクリートブロック10の外側部11と型枠ブロック50の外側部51とが同一平面をなすように組積すると、型枠ブロック50の内側部52は、外側部51より幅が小さいので、内側部52の両側には矢線X方向にコンクリートが流動可能な空間が形成される。   As shown in FIG. 3, when the outer part 11 of the concrete block 10 and the outer part 51 of the mold block 50 are stacked so as to form the same plane, the inner part 52 of the mold block 50 is wider than the outer part 51. Therefore, spaces in which the concrete can flow in the direction of the arrow X are formed on both sides of the inner portion 52.

この後、図4に示すように、デッキプレート30上にコンクリートを打設すると、その一部が図3中に示す矢線Xの方向に沿ってブロック10及び型枠ブロック50の内部に充填されるとともに、デッキプレート30の上面を覆うコンクリート層60が形成され、床構造100が完成する。なお、図5に示すように、デッキプレート30の山部30a及び溝部30bの長さ方向と平行な外周縁32が載置された壁体25の上縁部26には、コンクリートブロック10の外側面と同一平面をなす副壁体27が形成されているので、デッキプレート30の上面に打設されたコンクリートが壁体25の外へ流下することはない。   Thereafter, as shown in FIG. 4, when concrete is placed on the deck plate 30, a part of the concrete is filled into the block 10 and the formwork block 50 along the direction of the arrow X shown in FIG. 3. At the same time, a concrete layer 60 covering the upper surface of the deck plate 30 is formed, and the floor structure 100 is completed. As shown in FIG. 5, the upper edge portion 26 of the wall body 25 on which the outer peripheral edge 32 parallel to the length direction of the peak portion 30a and the groove portion 30b of the deck plate 30 is placed Since the sub-wall body 27 that is flush with the side surface is formed, the concrete placed on the upper surface of the deck plate 30 does not flow out of the wall body 25.

このように、本実施形態の床構造施工法においては、複数のコンクリートブロック10を組積して起立状の壁体20,25を形成し、デッキプレート30の外周縁31,32がそれぞれ壁体20,25の上縁部21,26の一部を覆うようにデッキプレート30を載置し、デッキプレート30を壁体20,25に係止した後、壁体20の上縁部21に型枠ブロック50を組積して、デッキプレート30の上面を覆うようにコンクリートを打設してコンクリート層60を形成することにより、コンクリート型枠を使用することなく、床構造100を構築することができる。   Thus, in the floor structure construction method of the present embodiment, the plurality of concrete blocks 10 are stacked to form the upright wall bodies 20 and 25, and the outer peripheral edges 31 and 32 of the deck plate 30 are the wall bodies, respectively. The deck plate 30 is placed so as to cover a part of the upper edge portions 21 and 26 of the 20 and 25, and after the deck plate 30 is locked to the wall bodies 20 and 25, a mold is formed on the upper edge portion 21 of the wall body 20. The floor structure 100 can be constructed without using a concrete formwork by stacking the frame blocks 50 and placing concrete so as to cover the upper surface of the deck plate 30 to form the concrete layer 60. it can.

このように、本実施形態の床構造施工法は、施工の際に熟練技術者が不要であって、施工も容易である。また、コンクリート型枠をセットする作業及びコンクリート固化後にコンクリート型枠を撤収する作業などが不要となるため、工期短縮も図ることができる。   As described above, the floor structure construction method of the present embodiment does not require a skilled engineer during construction, and is easy to construct. In addition, since the work for setting the concrete formwork and the work for removing the concrete formwork after the solidification of the concrete are not required, the construction period can be shortened.

次に、図6〜図8に基づいて、本発明の第2実施形態である床構造施工法及び床構造200について説明する。なお、図6〜図8中において図1〜図5中の符号と同じ符号を付している部分は互いに共通する部材であるため、説明を省略する。   Next, based on FIGS. 6-8, the floor structure construction method and the floor structure 200 which are 2nd Embodiment of this invention are demonstrated. In FIGS. 6 to 8, portions denoted by the same reference numerals as those in FIGS. 1 to 5 are members common to each other, and thus description thereof is omitted.

図6に示すように、本実施形態の床構造施工法においては、複数のコンクリートブロック10を組積することにより垂直に起立した状態の壁体20を形成し、デッキプレート35の外周縁36が壁体20の上縁部21の一部(壁体20の内側面寄りの部分)を覆うようにデッキプレート35を載置し、ビス40を用いて壁体20に固定する。   As shown in FIG. 6, in the floor structure construction method according to the present embodiment, a plurality of concrete blocks 10 are stacked to form a vertically standing wall body 20, and the outer peripheral edge 36 of the deck plate 35 is The deck plate 35 is placed so as to cover a part of the upper edge portion 21 of the wall body 20 (the portion near the inner side surface of the wall body 20), and is fixed to the wall body 20 using screws 40.

デッキプレート35は、山部35aと溝部35bとが交互に形成された部材であり、山部35a及び溝部35bと交差する方向の外周縁36が壁体20の上縁部21に載置されている。デッキプレート35の山部35aの外周縁36寄りの部分は、外周縁36に向かって連続する下り勾配をなす傾斜部37によって閉塞され、所謂、エンドクローズ形状をなしている。   The deck plate 35 is a member in which crest portions 35a and groove portions 35b are alternately formed, and an outer peripheral edge 36 in a direction intersecting the crest portions 35a and the groove portions 35b is placed on the upper edge portion 21 of the wall body 20. Yes. A portion of the deck plate 35 near the outer peripheral edge 36 of the mountain portion 35a is closed by an inclined portion 37 having a downward slope continuous toward the outer peripheral edge 36, and has a so-called end closed shape.

次に、図7に示すように、壁体20の上縁部21に型枠ブロック55を組積する。型枠ブロック55は、ブロック10の外側部11と同じ幅・高さを有する平板状の外側部56と、外側部51より幅の小さな平板状の内側部57と、外側部56と内側部57とを平行状態で連結する一対の連結部58と、を備えている。   Next, as shown in FIG. 7, a formwork block 55 is assembled on the upper edge portion 21 of the wall body 20. The formwork block 55 includes a flat plate outer portion 56 having the same width and height as the outer portion 11 of the block 10, a flat plate inner portion 57 having a smaller width than the outer portion 51, and the outer portion 56 and the inner portion 57. And a pair of connecting portions 58 that connect the two in parallel.

図7に示すように、ブロック10の外側部11と型枠ブロック55の外側部56とが同一平面をなすように組積すると、型枠ブロック55の内側部57は、外側部56より幅が小さいので、内側部57の両側には矢線Y方向にコンクリートが流動可能な空間が形成される。   As shown in FIG. 7, when the outer portion 11 of the block 10 and the outer portion 56 of the formwork block 55 are assembled so as to form the same plane, the inner portion 57 of the formwork block 55 is wider than the outer portion 56. Since it is small, spaces where concrete can flow in the direction of arrow Y are formed on both sides of the inner portion 57.

この後、図8に示すように、デッキプレート35上にコンクリートを打設すると、その一部が図7中に示す矢線Yの方向に沿ってブロック10及び型枠ブロック55の内部に充填されるとともに、デッキプレート35の上面を覆うコンクリート層61が形成され、床構造200が完成する。   Thereafter, as shown in FIG. 8, when concrete is placed on the deck plate 35, a part of the concrete is filled into the block 10 and the formwork block 55 along the direction of the arrow line Y shown in FIG. 7. At the same time, a concrete layer 61 covering the upper surface of the deck plate 35 is formed, and the floor structure 200 is completed.

本実施形態の床構造施工法においても、コンクリート型枠を使用することなく、床構造200を構築することができる。従って、施工の際に熟練技術者が不要であって、施工も容易である。また、コンクリート型枠をセットする作業及びコンクリート固化後にコンクリート型枠を撤収する作業などが不要となるため、工期短縮も図ることができる。   Also in the floor structure construction method of the present embodiment, the floor structure 200 can be constructed without using a concrete formwork. Therefore, a skilled engineer is unnecessary for the construction, and the construction is easy. In addition, since the work for setting the concrete formwork and the work for removing the concrete formwork after the solidification of the concrete are not required, the construction period can be shortened.

なお、図1〜図8に基づいて説明した床構造施工法及び床構造100,200は、本発明を例示するものであり、本発明の床構造施工法及び床構造は、前述した床構造施工法及び床構造100,200に限定されない。   The floor structure construction method and floor structures 100 and 200 described with reference to FIGS. 1 to 8 are examples of the present invention, and the floor structure construction method and floor structure of the present invention are the floor structure construction described above. It is not limited to the method and floor structure 100,200.

本発明の床構造施工技術は、コンクリートブロックを使用した各種建築物の施工技術として建築業、建設業の分野において、広く利用することができる。   The floor structure construction technique of the present invention can be widely used in the fields of the construction industry and the construction industry as construction techniques for various buildings using concrete blocks.

10 コンクリートブロック
11,51 外側部
20,25 壁体
21,26 上縁部
27 副壁体
30,35 デッキプレート
30a,35a 山部
30b,35b 溝部
31,32,36 外周縁
40 ビス
41 受け具
50,55 型枠ブロック
51,56 外側部
52,57 内側部
53,58 連結部
60,61 コンクリート層
100,200 床構造
DESCRIPTION OF SYMBOLS 10 Concrete block 11,51 Outer part 20,25 Wall body 21,26 Upper edge part 27 Subwall body 30,35 Deck plate 30a, 35a Mountain part 30b, 35b Groove part 31, 32, 36 Outer periphery 40 Screw 41 Receptacle 50 , 55 Formwork block 51, 56 Outer part 52, 57 Inner part 53, 58 Connection part 60, 61 Concrete layer 100, 200 Floor structure

Claims (2)

複数のコンクリートブロックを組積して起立状の壁体を形成する工程と、デッキプレートの外周縁が前記壁体の上縁部の一部を覆うように当該デッキプレートを載置する工程と、前記デッキプレートを前記壁体に係止する工程と、前記壁体の上縁部に型枠ブロックを組積する工程と、前記デッキプレートの上面を覆うようにコンクリートを打設してコンクリート層を形成する工程と、を備えた床構造施工法。   A step of stacking a plurality of concrete blocks to form an upright wall, and a step of placing the deck plate so that the outer peripheral edge of the deck plate covers a part of the upper edge of the wall, A step of locking the deck plate to the wall, a step of stacking a formwork block on an upper edge of the wall, and placing concrete so as to cover an upper surface of the deck plate to form a concrete layer A floor structure construction method comprising: a forming step; 複数のコンクリートブロックを組積して起立状に形成された壁体と、外周縁が前記壁体の上縁部の一部を覆うように載置されたデッキプレートと、前記デッキプレートを前記壁体に係止する係止手段と、前記壁体の上縁部に組積された型枠ブロックと、前記デッキプレートの上面及び前記壁体の上縁部を覆うように打設されたコンクリート層と、を備えた床構造。   A wall body formed in a standing shape by stacking a plurality of concrete blocks, a deck plate placed so that an outer peripheral edge covers a part of an upper edge portion of the wall body, and the deck plate mounted on the wall A locking means for locking to the body, a formwork block assembled on the upper edge of the wall, and a concrete layer placed so as to cover the upper surface of the deck plate and the upper edge of the wall And a floor structure.
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Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5664057A (en) * 1979-10-16 1981-06-01 Coelho Dos Santos J Blook for building
JP3017949U (en) * 1995-05-02 1995-11-07 株式会社エスケー・ビルド Formwork concrete block
US5803669A (en) * 1996-01-16 1998-09-08 Bullard; Waymon Thermal-insulated concrete forming system
JP3062429U (en) * 1998-11-19 1999-10-08 輝二 榊原 Steel formwork deck plate fittings
JP2004124485A (en) * 2002-10-02 2004-04-22 Teruji Sakakibara Formation method of floor surface and beam material or the like for building structure making use of form concrete block

Patent Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5664057A (en) * 1979-10-16 1981-06-01 Coelho Dos Santos J Blook for building
JP3017949U (en) * 1995-05-02 1995-11-07 株式会社エスケー・ビルド Formwork concrete block
US5803669A (en) * 1996-01-16 1998-09-08 Bullard; Waymon Thermal-insulated concrete forming system
JP3062429U (en) * 1998-11-19 1999-10-08 輝二 榊原 Steel formwork deck plate fittings
JP2004124485A (en) * 2002-10-02 2004-04-22 Teruji Sakakibara Formation method of floor surface and beam material or the like for building structure making use of form concrete block

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