JP2018168665A - Basement attic structure, and basement construction method using the basement attic structure - Google Patents

Basement attic structure, and basement construction method using the basement attic structure Download PDF

Info

Publication number
JP2018168665A
JP2018168665A JP2017069084A JP2017069084A JP2018168665A JP 2018168665 A JP2018168665 A JP 2018168665A JP 2017069084 A JP2017069084 A JP 2017069084A JP 2017069084 A JP2017069084 A JP 2017069084A JP 2018168665 A JP2018168665 A JP 2018168665A
Authority
JP
Japan
Prior art keywords
ceiling
basement
cross member
work
floor
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.)
Granted
Application number
JP2017069084A
Other languages
Japanese (ja)
Other versions
JP6925707B2 (en
Inventor
高広 阿部
Takahiro Abe
高広 阿部
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.)
Kumagai Gumi Co Ltd
Original Assignee
Kumagai Gumi Co Ltd
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 Kumagai Gumi Co Ltd filed Critical Kumagai Gumi Co Ltd
Priority to JP2017069084A priority Critical patent/JP6925707B2/en
Publication of JP2018168665A publication Critical patent/JP2018168665A/en
Application granted granted Critical
Publication of JP6925707B2 publication Critical patent/JP6925707B2/en
Active legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Images

Abstract

To provide basement attic structure or the like which can facilitate work such as piping installation and electrical wiring at an attic space, and facilitate ceiling construction.SOLUTION: A basement attic structure according to the invention is provided with cross members 4 each as a support part for supporting a suspension root of a ceiling structure 3 and a work floor 2 of an attic space 300 above a ceiling board 1, in the basement attic structure where plural steps of pipelines 7 are installed in the vertical direction of the attic of a basement space 200 partitioned by partition walls 5.SELECTED DRAWING: Figure 1

Description

本発明は、設備配管等が設置される地下階天井裏構造等に関する。   The present invention relates to an underground floor ceiling back structure or the like in which equipment piping or the like is installed.

従来、耐震対策された天井構造が知られている(例えば、特許文献1等参照)。
当該天井構造の天井裏空間に設備機器や配管を設置する場合、天井裏空間の高さ(天井懐)を高くすることが多く、天井構造の耐震対策が必要となる。
特に、地下階の天井裏空間には、配管を上下方向に多数段に設置する場合がある。例えば、階高6.8m、天井裏の高さが4.3mの地下階において、天井裏に最大で7段の設備配管が設置され、さらに、電気配線が交錯する。また、この場合、天井裏の高さが高いため、天井構造の耐震補強のための振れ止め材(斜めに取付けられる部材(ブレース))を設置する必要が生じる。
2. Description of the Related Art Conventionally, a ceiling structure with anti-seismic measures is known (for example, see Patent Document 1).
When installing equipment and piping in the ceiling space of the ceiling structure, the height of the ceiling space (ceiling pocket) is often increased, and earthquake resistance measures for the ceiling structure are required.
In particular, piping may be installed in a number of stages in the vertical direction in the ceiling space on the basement floor. For example, in a basement floor with a floor height of 6.8 m and a ceiling height of 4.3 m, a maximum of seven stages of equipment piping are installed on the back of the ceiling, and electrical wiring is interlaced. In this case, since the height of the back of the ceiling is high, it is necessary to install a steadying material (a member (brace) attached obliquely) for seismic reinforcement of the ceiling structure.

特開2015−90001号公報Japanese Patent Laid-Open No. 2015-90001

地下階の天井裏空間は、階高が高いため、天井裏に複数段の設備配管工事や電気配線工事を行う場合においては、地下階の床から高所作業車などを利用して配管工事や配線工事を行わなければならず、安全面でのリスクが高いだけでなく、作業効率が悪いという課題がある。また、天井裏の高さが高いため、1階スラブを吊元として天井構造を構築する場合、天井裏空間には複数段の設備配管が設置されるため、天井施工が困難となるという課題もあった。
本発明は、天井裏空間での配管設置や電気配線等の作業の容易化、及び、天井施工の容易化が図れる地下階天井裏構造等を提供するものである。
The space behind the ceiling of the basement floor is high, so when performing multi-level equipment piping work or electrical wiring work on the back of the ceiling, piping work using an aerial work vehicle etc. from the floor of the basement floor Wiring work must be carried out, and there is a problem that not only the risk in terms of safety is high, but also work efficiency is poor. In addition, since the height of the back of the ceiling is high, when constructing a ceiling structure with the first floor slab as a suspension source, the ceiling construction is difficult because the multi-stage equipment piping is installed in the space behind the ceiling. there were.
The present invention provides an underground floor ceiling back structure and the like that can facilitate work such as piping installation and electrical wiring in a ceiling space, and facilitate ceiling construction.

本発明に係る地下階天井裏構造は、天井板の上方に、天井構造の吊元及び天井裏空間の作業床を支持するための支持部となる横材を設けたことを特徴とするので、天井裏空間での配管設置や電気配線等の作業の容易化、及び、天井施工の容易化が図れるようになる。
また、横材は、間仕切り壁内に設置される支持材に支持されているので、横材が確実に支持され、天井構造の吊元及び天井裏空間の作業床を支持するための支持部を確実に形成できるようになる。
また、天井板と横材との間の距離は、天井構造の耐震補強を不要とできる距離に設定されたので、天井構造の耐震補強工事を不要とできて天井支持構造を簡単にでき、天井施工の容易化が図れる。
また、間仕切り壁の壁面に沿った方向において間隔を隔てて隣り合うように設けられた横材と横材とを繋ぐ横材を設けたので、作業床の支持力を向上させることができる。
また、本発明に係る地下階構築方法によれば、上述の地下階天井裏構造を用いて、天井裏空間での配管設置工事と天井下での間仕切り壁工事とを同時に行うので、工期短縮化が図れるようになる。
Since the basement ceiling back structure according to the present invention is characterized in that a cross member serving as a support part for supporting the work floor in the ceiling back space and the ceiling of the ceiling structure is provided above the ceiling plate. It is possible to facilitate work such as piping installation and electrical wiring in the ceiling space, and ease of ceiling construction.
In addition, since the cross member is supported by a support member installed in the partition wall, the cross member is reliably supported, and a support part for supporting the suspension base of the ceiling structure and the work floor of the ceiling space is provided. It can be formed reliably.
In addition, since the distance between the ceiling plate and the cross member is set to a distance that does not require the seismic reinforcement of the ceiling structure, the ceiling support structure can be simplified by eliminating the need for the seismic reinforcement work of the ceiling structure. Construction can be facilitated.
Moreover, since the cross member which connects the cross member provided so that it adjoins at intervals in the direction along the wall surface of a partition wall and the cross member was provided, the supporting force of a work floor can be improved.
In addition, according to the underground floor construction method according to the present invention, the pipe installation work in the ceiling space and the partition wall work under the ceiling are simultaneously performed using the above-described underground floor ceiling structure, thereby shortening the work period. Can be planned.

地下階天井裏構造を示す図。The figure which shows a basement ceiling back structure. 横材の支持構造、及び、横材上に形成される作業床を上方から見た図。The figure which looked at the support structure of a cross member, and the work floor formed on a cross member from the upper direction.

実施形態1
実施形態1に係る地下階天井裏構造は、図1に示すように、互いに対向する図外の地中壁間に設けられる間仕切り壁5により仕切られた地下階部屋空間200の天井裏の上下方向に配管7が複数段に設置される地下階天井裏構造であって、天井板1の上方に、作業床2及び天井構造3を支持するための支持部となる横材4を設けたことにより、配管設置や電気配線等の作業の容易化、及び、天井構造3の耐震補強工事を不要とできて天井施工の容易化が図れるようにした。
Embodiment 1
As shown in FIG. 1, the basement ceiling structure according to the first embodiment has a vertical direction behind the ceiling of the basement room space 200 partitioned by a partition wall 5 provided between the underground walls that are not illustrated. In the underground floor ceiling back structure in which the pipes 7 are installed in a plurality of stages, and the cross member 4 is provided above the ceiling plate 1 as a support part for supporting the work floor 2 and the ceiling structure 3. In addition, work such as piping installation and electrical wiring can be facilitated, and the seismic reinforcement work for the ceiling structure 3 can be eliminated, thereby facilitating the ceiling construction.

例えば、階高6.8m、天井裏の高さが4.3mの地下階において、天井板1から1m上方の位置に、横材4を設けるようにした。   For example, in a basement floor with a floor height of 6.8 m and a ceiling height of 4.3 m, the cross member 4 is provided at a position 1 m above the ceiling board 1.

横材4は、例えば、図2に示すように、地下階の間仕切り壁5の中に、横材4を支持するために増設された支持材6に連結する。この支持材6として、例えば、鉄骨角パイプを用いた。
即ち、図2に示すように、間仕切り壁5は、所定間隔を隔てて建て込まれた複数のスタッド5a;5a…にせっこうボード5bを貼り付けて構成されるが、隣り合うスタッド5a;5a間に支持材6を増設することにより、横材4を支持材6で支持するようにした。
尚、横材4の両端側と横材4の両端側に設置された支持材6;6とが、図外の溶接又は接続具により接続される。
このように、横材4が、間仕切り壁5内に設置される支持材6に支持された構成としたため、横材4が確実に支持され、天井構造3の吊元及び天井裏空間300の作業床2を支持するための支持部を確実に形成できるようになる。また、支持材6が間仕切り壁5内に隠れて地下階部屋空間200に露出しないため、地下階部屋空間200において支持材6が邪魔にならず、地下階部屋空間200のレイアウトの自由度が向上し、かつ、地下階部屋空間200の見栄えを損なうこともなくなる。
For example, as shown in FIG. 2, the cross member 4 is connected to a support member 6 added to support the cross member 4 in the partition wall 5 of the underground floor. As this support material 6, for example, a steel square pipe was used.
That is, as shown in FIG. 2, the partition wall 5 is configured by adhering a gypsum board 5 b to a plurality of studs 5 a; 5 a... Built up at a predetermined interval, but adjacent studs 5 a; The cross member 4 is supported by the support member 6 by adding the support member 6 therebetween.
In addition, the support material 6; 6 installed in the both ends of the cross member 4 and the both ends of the cross member 4 is connected by welding or a connection tool outside a figure.
As described above, since the cross member 4 is supported by the support member 6 installed in the partition wall 5, the cross member 4 is reliably supported, and the work of the suspension source of the ceiling structure 3 and the ceiling back space 300 is performed. A support portion for supporting the floor 2 can be reliably formed. In addition, since the support member 6 is hidden in the partition wall 5 and is not exposed to the basement room space 200, the support member 6 does not get in the way of the basement room space 200, and the freedom of layout of the basement room space 200 is improved. In addition, the appearance of the basement room space 200 is not impaired.

そして、図2に示すように、所定の間隔を隔てて並ぶように複数の横材4;4…を同一水平面上に設け、当該複数の横材4;4…を天井構造3の吊元として使用するとともに、当該複数の横材4;4…の上に天井裏空間の配管設置や電気配線等の作業のための作業床2を形成する。   As shown in FIG. 2, a plurality of cross members 4; 4... Are provided on the same horizontal plane so as to be arranged at a predetermined interval, and the plurality of cross members 4; While being used, a work floor 2 is formed on the plurality of cross members 4;

即ち、図1に示すように、吊元として使用する横材4に吊ボルト31を取付けて、吊ボルト31の下に野縁受けハンガー32を取付ける。そして、当該野縁受けハンガー32に野縁受け33を取付けて、野縁受け33に野縁34を取付け、野縁34に天井板1を取付けることで天井構造3を構築する。この場合、天井板1と吊元となる横材4との間隔が短いため、天井構造3の耐震構造を不要とできるようになる。即ち、振れ止め材を設置しなくても良くなる。   That is, as shown in FIG. 1, a suspension bolt 31 is attached to a cross member 4 used as a suspension base, and a field edge receiving hanger 32 is attached under the suspension bolt 31. The ceiling structure 3 is constructed by attaching the field edge receiver 33 to the field edge receiving hanger 32, attaching the field edge 34 to the field edge receiver 33, and attaching the ceiling plate 1 to the field edge 34. In this case, since the space | interval of the ceiling board 1 and the horizontal member 4 used as a suspension source is short, the earthquake-resistant structure of the ceiling structure 3 can be made unnecessary. That is, it is not necessary to install a steady rest material.

また、図1及び図2に示すように、複数の横材4;4…の上に作業床2を形成するための複数の板材2a;2a…を並べて作業床2を形成する。そして、作業床2の上に、立ち馬等の作業足場20を設置して配管設置作業や電気配線作業等の作業を行うことにより、配管設置作業や電気配線作業等の作業を容易に行えるようになる。   1 and 2, the work floor 2 is formed by arranging a plurality of plate members 2a; 2a ... for forming the work floor 2 on the plurality of cross members 4; Then, by installing a work platform 20 such as a standing horse on the work floor 2 and performing work such as piping installation work and electrical wiring work, work such as piping installation work and electrical wiring work can be easily performed. become.

尚、まず、間仕切り壁5の施工位置に間仕切り壁5を構築する前に、支持材6を建て込んで、天井面1Fから1m程度上方の水平面上に複数の横材4;4…を設置する。即ち、横材4は、間仕切り壁5の壁面と直交するように設けられることになる。
そして、複数の横材4;4…の下方においては、天井構造3を施工するとともに、間仕切り壁5を施工し、かつ、複数の横材4;4…の上方においては、複数の横材4;4…上に作業床2を形成して立ち馬等の作業足場20を用いて配管設置作業や電気配線作業等の作業を行う。
First, before constructing the partition wall 5 at the construction position of the partition wall 5, the support member 6 is installed, and a plurality of cross members 4; 4... Are installed on a horizontal plane about 1 m above the ceiling surface 1F. . That is, the cross member 4 is provided to be orthogonal to the wall surface of the partition wall 5.
And, below the plurality of cross members 4; 4..., The ceiling structure 3 is constructed and the partition wall 5 is constructed, and above the plurality of cross members 4; 4... Work floor 2 is formed on top, and work such as piping installation work and electric wiring work is performed using work scaffold 20 such as a standing horse.

即ち、複数の横材4;4…を設置した後は、複数の横材4;4の上方に位置する天井裏空間300での配管設置工事等の作業と、複数の横材4;4の下方に位置する地下階部屋空間200での間仕切り壁工事等の作業とを同時に行うことができるようになるので、工期短縮化が図れるようになる。即ち、天井板1の上方に天井構造3の吊元及び天井裏空間300の作業床を支持するための支持部となる横材4を備えた地下階天井裏構造を用いて、天井裏空間300での配管設置工事と天井下での間仕切り壁工事とを同時に行うことができるようになる。即ち、実施形態1の地下階天井裏構造を採用すれば、少なくとも天井裏空間300での配管設置工事と天井下での間仕切り壁5の下地構築工事と同時に行うことが可能となり、工期短縮化が図れるようになる。   That is, after the installation of the plurality of cross members 4; 4..., The pipe installation work and the like in the ceiling space 300 located above the plurality of cross members 4; Since work such as partition wall construction can be simultaneously performed in the basement room space 200 located below, the construction period can be shortened. That is, the ceiling back space 300 is formed using a basement ceiling back structure provided with a cross member 4 serving as a support part for supporting the suspension base of the ceiling structure 3 and the work floor of the ceiling back space 300 above the ceiling plate 1. It is possible to simultaneously perform piping installation work and partition wall construction under the ceiling. That is, if the basement ceiling back structure of Embodiment 1 is adopted, it is possible to carry out at least the pipe installation work in the ceiling space 300 and the base construction work of the partition wall 5 under the ceiling, which shortens the construction period. It will be able to plan.

特に、従来、例えば、図1のように、天井裏空間300に配管7が7段に重なるエリアでは、作業の順番が複雑になり、高所作業車などを利用した作業では、作業が遅れがちになることがあり、当該作業の遅れは、地上部分の設備工事の遅れの原因にもなっていた。
一方、実施形態によれば、作業床2上において作業足場20を自由に移動させることができるので、複雑な配管作業等も容易に行えるようになる。
In particular, conventionally, for example, as shown in FIG. 1, in an area where the pipe 7 overlaps the ceiling space 300 in seven stages, the order of the work is complicated, and the work using an aerial work vehicle tends to be delayed. The delay in the work also caused a delay in the construction of equipment on the ground.
On the other hand, according to the embodiment, since the work scaffold 20 can be freely moved on the work floor 2, complicated piping work and the like can be easily performed.

また、従来、例えば、天井裏空間300に配管が7段に重なるエリアにおいて、1階の床スラブ101から吊ボルトを吊るして天井構造を施工する場合、1階の床スラブ101から天井板までの距離が長くなってしまうため、耐震補強が必要となる。しかし、配管が7段に重なるエリアにおいて、耐震補強が必要な天井構造を構築する作業を行うことは、作業者が無理な姿勢で作業を行う必要があるなど、非常に困難であった。
一方、実施形態では、配管設置エリアにおいて天井下地施工を行わなくても良くなり、地下階の床100上に通常の足場を用いて天井構造3を施工できるようになる。また、吊元となる横材4から天井板1までの距離を短くできることから、耐震補強が不要となるので、天井構造3を構築する作業を容易に行うことができるようになる。
Conventionally, for example, in the case where the ceiling structure is constructed by suspending the suspension bolts from the floor slab 101 on the first floor in an area where the piping overlaps the ceiling back space 300 in seven stages, the floor slab 101 on the first floor to the ceiling board is constructed. Because the distance becomes longer, seismic reinforcement is required. However, it is extremely difficult to perform a work for constructing a ceiling structure that requires seismic reinforcement in an area where the pipes are overlapped in seven stages, such as an operator having to work in an unreasonable posture.
On the other hand, in the embodiment, it is not necessary to perform ceiling foundation construction in the piping installation area, and the ceiling structure 3 can be constructed on the floor 100 of the underground floor using a normal scaffold. Moreover, since the distance from the horizontal member 4 used as a suspension source to the ceiling board 1 can be shortened, seismic reinforcement is not required, and therefore, the work of constructing the ceiling structure 3 can be easily performed.

即ち、実施形態に係る地下階天井裏構造によれば、天井板1の上方に、作業床2及び天井構造3を支持するための支持部となる複数の横材4;4…を設けたことにより、横材4の上に作業床2を形成することが可能となるので、配管設置や電気配線等の作業を容易かつ安全に行えるようになる。
また、横材4を天井板1の上方に設け、横材4と天井板1との間の距離を短くすることにより、横材4を天井構造3の吊元として使用できるようになって、天井構造3の耐震構造を不要とできるため、天井構造3を簡単に施工できるようになり、天井施工に係るコストを抑えることができるとともに、施工期間を短縮化できるようになる。
即ち、天井板1と横材4との間の距離を、天井構造3の耐震補強を不要とできる距離に設定したことにより、天井構造3の耐震補強工事を不要とできて天井支持構造を簡単にでき、天井施工の容易化が図れる。
That is, according to the basement ceiling back structure according to the embodiment, a plurality of cross members 4; 4... Serving as a support portion for supporting the work floor 2 and the ceiling structure 3 are provided above the ceiling board 1. As a result, the work floor 2 can be formed on the cross member 4, so that work such as piping installation and electrical wiring can be performed easily and safely.
In addition, by providing the cross member 4 above the ceiling plate 1 and shortening the distance between the cross member 4 and the ceiling plate 1, the cross member 4 can be used as a suspension base of the ceiling structure 3, Since the earthquake-resistant structure of the ceiling structure 3 can be eliminated, the ceiling structure 3 can be easily constructed, the cost related to the ceiling construction can be suppressed, and the construction period can be shortened.
That is, by setting the distance between the ceiling plate 1 and the cross member 4 to a distance that does not require the seismic reinforcement of the ceiling structure 3, it is possible to eliminate the need for the seismic reinforcement work of the ceiling structure 3 and simplify the ceiling support structure. This makes it easier to install the ceiling.

尚、上記では、横材4を支持材6に連結して設けるようにした例を示したが、横材4は、1階の床スラブ101より吊り下げて設けるようにしてもよい。この場合、横材4と天井板1との間の距離を、天井構造3の耐震構造を不要とできる距離まで近付ける。即ち、横材4と天井板1との間の距離は、天井構造3の耐震構造を不要とできる距離に設定すればよい。   In the above description, the cross member 4 is provided by being connected to the support member 6. However, the cross member 4 may be hung from the floor slab 101 on the first floor. In this case, the distance between the cross member 4 and the ceiling board 1 is brought close to a distance that can eliminate the earthquake-resistant structure of the ceiling structure 3. That is, the distance between the cross member 4 and the ceiling board 1 may be set to a distance that can eliminate the earthquake-resistant structure of the ceiling structure 3.

実施形態2
例えば、図2に示す横材4と横材4との間の間隔が広い場合に、これら横材4と横材4とを繋ぐようにこれら横材4;4の上に間仕切り壁5の壁面に沿って延長する図外の横材を設けるようにしてもよい。この場合、間仕切り壁5の壁面に沿って延長する複数本の図外の横材を設け、これら隣り合う図外の横材間に跨るように板材2aを設けるようにすればよい。
Embodiment 2
For example, when the distance between the cross member 4 and the cross member 4 shown in FIG. 2 is wide, the wall surface of the partition wall 5 on the cross members 4; 4 so as to connect the cross members 4 and 4 to each other. You may make it provide the cross member outside a figure extended along. In this case, a plurality of unillustrated cross members extending along the wall surface of the partition wall 5 may be provided, and the plate member 2a may be provided so as to straddle between the adjacent non-illustrated cross members.

実施形態3
実施形態1では、横材4を、間仕切り壁5の壁面と直交する方向に設けるようにした例を示したが、間仕切り壁5の壁面に沿って延長する方向に図外の横材を設けるようにしてもよい。この場合、当該図外の横材は、図2に示す間仕切り壁5の壁面と直交する方向に互いに隣り合うように複数設け、これら隣り合う図外の横材間に跨るように板材2aを設けるようにすればよい。また、この場合、当該図外の横材は、図2に示す間仕切り壁5と間仕切り壁5とを繋ぐように設けられた図外の間仕切り壁内の支持材に連結したり、あるいは、1階の床スラブ101より吊り下げて設けるようにすればよい。
Embodiment 3
In the first embodiment, the cross member 4 is provided in a direction orthogonal to the wall surface of the partition wall 5. However, a cross member (not shown) is provided in a direction extending along the wall surface of the partition wall 5. It may be. In this case, a plurality of cross members outside the figure are provided so as to be adjacent to each other in a direction orthogonal to the wall surface of the partition wall 5 shown in FIG. 2, and a plate member 2a is provided so as to straddle between the cross members outside the figure. What should I do? In this case, the cross member outside the figure is connected to a support member inside the partition wall outside the figure provided so as to connect the partition wall 5 and the partition wall 5 shown in FIG. What is necessary is just to suspend and provide from the floor slab 101 of this.

実施形態4
また、例えば、上面が同一平面上に位置されるように、横材を、図2に示す間仕切り壁5の壁面と直交して延長するように設けるとともに、図2に示す間仕切り壁5の壁面に沿って延長するように設けるようにしてもよい。例えば、図2に示す横材4と横材4とを繋ぐように間仕切り壁5の壁面に沿って延長する図外の横材を設ける場合、当該間仕切り壁5の壁面に沿って延長する図外の横材の両端を図2に示す横材4と横材4とに溶接などで連結することにより、これら横材4及び図外の横材の上面が同一平面上に位置されるように構成してもよい。
Embodiment 4
Further, for example, the cross member is provided so as to extend orthogonally to the wall surface of the partition wall 5 shown in FIG. 2 so that the upper surface is located on the same plane, and on the wall surface of the partition wall 5 shown in FIG. You may make it provide so that it may extend along. For example, in the case where an unillustrated cross member extending along the wall surface of the partition wall 5 so as to connect the cross member 4 and the cross member 4 shown in FIG. 2 is provided, it is not shown extending along the wall surface of the partition wall 5. By connecting both ends of the cross member to the cross member 4 and the cross member 4 shown in FIG. 2 by welding or the like, the upper surfaces of the cross member 4 and the cross member outside the figure are positioned on the same plane May be.

実施形態5
図2に示す間仕切り壁5の上部、即ち、各スタッド5a;5a…及び各支持材6;6…の上に図外の横材を設けるようにしてもよい。この場合、当該図外の横材を、各スタッド5a;5a…及び各支持材6;6…の上端、又は、各スタッド5a;5a…及び各支持材6;6…の上端部を挟む込むように設けられた図外のランナーに溶接などで連結する。そして、当該間仕切り壁5の上部に設けた図外の横材に、天井構造の吊元及び天井裏空間の作業床を支持するための支持部となる横材4を連結する。例えば、当該図外の横材の上面と横材4の上面とが同一平面上に位置されるように構成したり、あるいは、当該図外の横材の上に横材4を設置するようにすればよい。
Embodiment 5
A cross member (not shown) may be provided on the upper portion of the partition wall 5 shown in FIG. 2, that is, on each stud 5a; 5a ... and each support member 6; In this case, a cross member outside the figure is inserted between the upper ends of the studs 5a; 5a ... and the support members 6; 6 ... or the upper ends of the studs 5a; 5a ... and the support members 6; It connects with the runner outside the figure which is provided by welding etc. And the cross member 4 used as the support part for supporting the suspension floor of a ceiling structure and the work floor of a ceiling back space is connected to the cross member outside a figure provided in the upper part of the said partition wall 5. As shown in FIG. For example, the upper surface of the cross member outside the figure and the upper surface of the cross member 4 are configured to be positioned on the same plane, or the cross member 4 is installed on the cross member outside the figure. do it.

また、天井裏空間300での配管設置や電気配線等の作業が完了した後も、作業床2を残置しておくことにより、天井裏空間300の配管や配線等のメンテナンス作業時の作業床、あるいは、メンテナンス作業時の通路等として使用できるようになる。   In addition, the work floor 2 during the maintenance work such as the piping and wiring of the ceiling space 300 can be obtained by leaving the work floor 2 after the installation of the piping and the electrical wiring in the ceiling space 300 is completed. Alternatively, it can be used as a passage for maintenance work.

1 天井板、2 作業床、3 天井構造、4 横材、5 間仕切り壁、6 支持材、
300 天井裏空間。
1 ceiling plate, 2 work floor, 3 ceiling structure, 4 cross member, 5 partition wall, 6 support material,
300 Ceiling space.

Claims (5)

間仕切り壁により仕切られた地下階空間の天井裏の上下方向に配管が複数段に設置される地下階天井裏構造において、
天井板の上方に、天井構造の吊元及び天井裏空間の作業床を支持するための支持部となる横材を設けたことを特徴とする地下階天井裏構造。
In the basement ceiling underfloor structure where piping is installed in multiple stages in the vertical direction behind the ceiling of the basement space partitioned by the partition wall,
A basement ceiling back structure characterized in that a cross member serving as a support portion for supporting a suspension base of the ceiling structure and a work floor in the space behind the ceiling is provided above the ceiling board.
横材は、間仕切り壁内に設置される支持材に支持されていることを特徴とする請求項1に記載の地下階天井裏構造。   The base material ceiling back structure according to claim 1, wherein the cross member is supported by a support member installed in the partition wall. 天井板と横材との間の距離は、天井構造の耐震補強を不要とできる距離に設定されたことを特徴とする請求項1又は請求項2に記載の地下階天井裏構造。   The basement ceiling back structure according to claim 1 or 2, wherein the distance between the ceiling plate and the cross member is set to a distance that does not require the seismic reinforcement of the ceiling structure. 間仕切り壁の壁面に沿った方向において間隔を隔てて隣り合うように設けられた横材と横材とを繋ぐ横材を設けたことを特徴とする請求項1乃至請求項3のいずれか一項に記載の地下階天井裏構造。   The cross member which provided the cross member which connected the cross member provided so as to adjoin with the space | interval in the direction along the wall surface of a partition wall, and provided with the cross member is provided. The basement ceiling structure described in 1. 請求項1乃至請求項4のいずれか一項に記載の地下階天井裏構造を用いて、天井裏空間での配管設置工事と天井下での間仕切り壁工事とを同時に行うことを特徴とする地下階構築方法。   The underground installation characterized in that the pipe installation work in the ceiling space and the partition wall work under the ceiling are simultaneously performed using the underground floor ceiling back structure according to any one of claims 1 to 4. Floor construction method.
JP2017069084A 2017-03-30 2017-03-30 Basement attic structure and basement construction method using the basement attic structure Active JP6925707B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP2017069084A JP6925707B2 (en) 2017-03-30 2017-03-30 Basement attic structure and basement construction method using the basement attic structure

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP2017069084A JP6925707B2 (en) 2017-03-30 2017-03-30 Basement attic structure and basement construction method using the basement attic structure

Publications (2)

Publication Number Publication Date
JP2018168665A true JP2018168665A (en) 2018-11-01
JP6925707B2 JP6925707B2 (en) 2021-08-25

Family

ID=64018533

Family Applications (1)

Application Number Title Priority Date Filing Date
JP2017069084A Active JP6925707B2 (en) 2017-03-30 2017-03-30 Basement attic structure and basement construction method using the basement attic structure

Country Status (1)

Country Link
JP (1) JP6925707B2 (en)

Citations (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH069238Y2 (en) * 1988-04-07 1994-03-09 中央リビング販売株式会社 Structure of light steel ceiling
JPH11200651A (en) * 1998-01-20 1999-07-27 Takenaka Komuten Co Ltd Clean room building and executing method therefor
US20120042584A1 (en) * 2010-08-21 2012-02-23 Worthington Armstrong Venture Seismic ceiling support
JP2013036319A (en) * 2011-07-08 2013-02-21 Sato Katako Seisakusho:Kk Ceiling base structure
JP2014105506A (en) * 2012-11-28 2014-06-09 Shimizu Corp Grape trellis type ceiling structure
CN104234289A (en) * 2014-08-18 2014-12-24 中建七局建筑装饰工程有限公司 Large-altitude-difference non-planar modeling suspended ceiling structure and construction method thereof
JP2015183457A (en) * 2014-03-25 2015-10-22 西松建設株式会社 Ceiling fall prevention structure and construction method for the same
JP2015190301A (en) * 2014-03-31 2015-11-02 株式会社フジタ Fall prevention structure of ceiling

Patent Citations (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH069238Y2 (en) * 1988-04-07 1994-03-09 中央リビング販売株式会社 Structure of light steel ceiling
JPH11200651A (en) * 1998-01-20 1999-07-27 Takenaka Komuten Co Ltd Clean room building and executing method therefor
US20120042584A1 (en) * 2010-08-21 2012-02-23 Worthington Armstrong Venture Seismic ceiling support
JP2013036319A (en) * 2011-07-08 2013-02-21 Sato Katako Seisakusho:Kk Ceiling base structure
JP2014105506A (en) * 2012-11-28 2014-06-09 Shimizu Corp Grape trellis type ceiling structure
JP2015183457A (en) * 2014-03-25 2015-10-22 西松建設株式会社 Ceiling fall prevention structure and construction method for the same
JP2015190301A (en) * 2014-03-31 2015-11-02 株式会社フジタ Fall prevention structure of ceiling
CN104234289A (en) * 2014-08-18 2014-12-24 中建七局建筑装饰工程有限公司 Large-altitude-difference non-planar modeling suspended ceiling structure and construction method thereof

Also Published As

Publication number Publication date
JP6925707B2 (en) 2021-08-25

Similar Documents

Publication Publication Date Title
JP6166560B2 (en) Extension structure of seismic isolation building
JP2009102909A (en) Embedded hardware and method of mounting the same
JP4467592B2 (en) Seismic reinforcement device for ceiling suspension bolts
JP2018193820A (en) Slab structure
JP2018168665A (en) Basement attic structure, and basement construction method using the basement attic structure
US6305424B1 (en) System for supporting pipes in service galleries, especially in the nuclear industry
US8347585B2 (en) Modular seismically restrained distribution system and method of installing the same
CN203834971U (en) Structural steel beam bracket
JP7150532B2 (en) Staircase structure and unit building
JP6506436B1 (en) Installation structure of equipment
JPS58160474A (en) Working scaffold apparatus in elevator construction
JP6464459B2 (en) Column base bracket, building unit including column base bracket, and installation method thereof
JP7151961B2 (en) Piping installation structure and piping pit construction method
JP4849997B2 (en) Mounting structure for short piping under the wall
JP6359349B2 (en) Mounting structure and mounting method
JP7202849B2 (en) Mounting structure for unit room
CN113802754B (en) Metal plate ceiling and construction method thereof
JP6097066B2 (en) Precast block and non-bearing wall structure
JP2005097929A (en) Building floor structure of nuclear power plant
JP6824849B2 (en) Wiring / piping material laying structure and wiring / piping material laying tool installation structure
JP2007191926A (en) Partition panel installation method and partition panel
KR101875076B1 (en) Steel framed reinforced concrete structure using existing steel structure
KR102014472B1 (en) Bracket Structure Installed in Wall
JP6681181B2 (en) Ceiling structure
JP6220739B2 (en) Equipment frame and equipment layout structure

Legal Events

Date Code Title Description
A621 Written request for application examination

Free format text: JAPANESE INTERMEDIATE CODE: A621

Effective date: 20200122

A977 Report on retrieval

Free format text: JAPANESE INTERMEDIATE CODE: A971007

Effective date: 20201130

A131 Notification of reasons for refusal

Free format text: JAPANESE INTERMEDIATE CODE: A131

Effective date: 20210105

A521 Request for written amendment filed

Free format text: JAPANESE INTERMEDIATE CODE: A523

Effective date: 20210217

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: 20210803

A61 First payment of annual fees (during grant procedure)

Free format text: JAPANESE INTERMEDIATE CODE: A61

Effective date: 20210803

R150 Certificate of patent or registration of utility model

Ref document number: 6925707

Country of ref document: JP

Free format text: JAPANESE INTERMEDIATE CODE: R150

S531 Written request for registration of change of domicile

Free format text: JAPANESE INTERMEDIATE CODE: R313531

R350 Written notification of registration of transfer

Free format text: JAPANESE INTERMEDIATE CODE: R350