JP3078380B2 - Roof / floor panel mounting structure - Google Patents
Roof / floor panel mounting structureInfo
- Publication number
- JP3078380B2 JP3078380B2 JP03354603A JP35460391A JP3078380B2 JP 3078380 B2 JP3078380 B2 JP 3078380B2 JP 03354603 A JP03354603 A JP 03354603A JP 35460391 A JP35460391 A JP 35460391A JP 3078380 B2 JP3078380 B2 JP 3078380B2
- Authority
- JP
- Japan
- Prior art keywords
- panel
- mounting structure
- roof
- beam steel
- fixed
- 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
Links
Landscapes
- Joining Of Building Structures In Genera (AREA)
Description
【0001】[0001]
【産業上の利用分野】本発明は、屋根あるいは床用軽量
発泡コンクリートなどのパネル材を固定する屋根・床の
パネル取付構造に関する。BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a roof / floor panel mounting structure for fixing a panel material such as lightweight foam concrete for a roof or floor.
【0002】[0002]
【従来の技術】図1は、屋根または床用パネルを取り付
ける従来の取付構造を説明するための斜視図である。図
中、1,2は、パネルを固定するため、建物の骨組みと
して平行に配置されたはり鋼材である。はり鋼材1,2
の上部中央の長手方向には鋼材3,4が溶接により固定
されている。鋼材3,4の溶接は現場又は工場加工によ
り行う。これら鋼材を使用しない場合もある。例えば鋼
材3について説明すると、まず、その上部にパネル割り
付け墨5をパネル6の幅毎に出し、各割り付け墨5の位
置にスラブプレート7を溶接する。各パネル6,6に
は、その上部両側に目地溝用の凹部10が設けられてい
る。各パネル6をその端面がスラブプレート7に当接す
るように鋼材3上に並置する。スラブプレート7に設け
られた挿通孔8に鉄筋9を通し、並置されたパネル6,
6の凹部10によって形成された目地溝に鉄筋9を挿入
する。次いで、モルタル11を上記目地溝に充填し、硬
化させることにより、鉄筋9はパネル6と一体化する。
その後、モルタル11の上面をパネル6の面と同一面と
なるように平坦に仕上げる。こうして、パネルはモルタ
ルにより固定された鉄筋とスラブプレートを介してはり
の鋼材に固定される。2. Description of the Related Art FIG. 1 is a perspective view for explaining a conventional mounting structure for mounting a roof or floor panel. In the drawing, reference numerals 1 and 2 denote beam steel members arranged in parallel as a frame of a building for fixing panels. Beam steel 1,2
Steel members 3 and 4 are fixed by welding in the longitudinal direction of the upper center of the steel plate. The welding of the steel materials 3 and 4 is performed by on-site or factory processing. In some cases, these steel materials are not used. For example, the steel material 3 will be described. First, the panel layout black 5 is put out at the upper part of the panel 6 for each width of the panel 6, and the slab plate 7 is welded to the position of each layout black 5. Each of the panels 6 and 6 is provided with a joint recess 10 on both upper sides thereof. Each panel 6 is juxtaposed on the steel material 3 such that the end face thereof comes into contact with the slab plate 7. The reinforcing bars 9 are passed through the insertion holes 8 provided in the slab plate 7, and the juxtaposed panels 6,
The reinforcing bar 9 is inserted into the joint groove formed by the recess 10 of FIG. Next, the reinforcing bars 9 are integrated with the panel 6 by filling the joint grooves with the mortar 11 and curing the joint grooves.
After that, the upper surface of the mortar 11 is flattened so as to be flush with the surface of the panel 6. In this way, the panel is fixed to the beam steel through the slab plate and the reinforcing bar fixed by the mortar.
【0003】[0003]
【発明が解決しようとする課題】従来の構法において
は、スラブプレートを介してパネルをはりの鋼材に固定
していたため、はり鋼材1,2の間隔およびパネルの仕
上り寸法誤差に応じて墨出しをし、スラブプレートを鋼
材3上に溶接せねばならず、工場または地上において、
予めスラブプレートを鋼材3上に溶接しておくことがで
きない。そして、スラブプレートを鋼材3上に溶接する
作業は、パネル敷き込み前に高所においてなされること
が多いため、危険性が高かった。また、スラブプレート
の溶接状態の良否は、職人の技量によるところが大きい
ため、熟練を要するものであった。さらに、モルタル充
填後、モルタルが硬化するまでの養生時間が必要である
ため、その間パネル上での作業が行えず、また、スラブ
プレートの溶接から、モルタルを平坦にならし硬化する
までの一連の作業に長時間を要した。In the conventional construction method, the panel is fixed to the beam steel through the slab plate. Therefore, the blackening is performed according to the gap between the beam steels 1 and 2 and the finished dimensional error of the panel. Then, the slab plate has to be welded on the steel material 3, and in the factory or on the ground,
The slab plate cannot be welded on the steel material 3 in advance. And since the operation | work which welds a slab plate on the steel material 3 is often performed at a high place before laying a panel, the danger was high. Also, the quality of the welding condition of the slab plate largely depends on the skill of the craftsman, and thus requires skill. Furthermore, after filling the mortar, the curing time is required until the mortar hardens, so work on the panel cannot be performed during that time, and a series of steps from welding the slab plate to flattening and hardening the mortar. It took a long time to work.
【0004】[0004]
【課題を解決するための手段】本発明は、並列して複数
配置されたはり鋼材の上面にパネル端部を載置固定する
屋根・床のパネル取付構造において、はり鋼材上面の長
手方向中央部に断面がコ字形状の金属部材を該コ字形状
の両端部を下向きにして固定し、相隣り合うはり鋼材の
上面にパネルの端面が上記金属部材の側面に当接するよ
うにして載置するとともに、断面が逆ハット形状である
挟着部材のフランジ部をパネル間に懸架し、上記金属部
材に挟着部材をビスによって止着することにより、上記
パネルの端部を挟着部材とはり鋼材との間に固定するこ
とを特徴とする屋根・床のパネル取付構造である。The present invention SUMMARY OF THE INVENTION, in parallel to a plurality arranged roof-floor panel mounting structure in which the panel edge on the upper surface of the beam steel is placed and fixed, the longitudinal center of the beam steel upper surface 該Koji shape cross section a metal member of U-shaped section
Are fixed with their both ends facing downward, and placed on the upper surface of the adjacent beam steel material such that the end surface of the panel is in contact with the side surface of the metal member , and the cross section is an inverted hat shape.
Suspended the flange portion of the clamped member between the panel, by fastened by a screw to clamped member to the metal member, the
A roof / floor panel mounting structure wherein an end of a panel is fixed between a sandwiching member and a beam steel material .
【0005】[0005]
【作 用】はり鋼材上部中央の長手方向に固定された金
属部材に、パネルの端面が当接するように配置されるこ
とによって、隣り合うはり鋼材の上面にパネルが載置さ
れる。載置された両パネルの端部は、挾着部材を固定部
材により金属部材に固定することによりはり鋼材に挾着
される。[Operation] A panel is placed on the upper surface of an adjacent beam steel material by arranging the end surface of the panel in contact with a metal member fixed in the longitudinal direction at the upper center of the beam steel material. The ends of both panels mounted are clamped to the beam steel by fixing the clamping member to the metal member with a fixing member.
【0006】[0006]
【実施例】図2に、本発明によりパネルを取り付けた場
合の一実施例の斜視図を示す。断面がH状のはり鋼材
(いわゆるH鋼)20,21,22の上面中央の長手方
向にコ形状の鋼製部材23,24,25の下端部を溶接
により固定する。鋼製部材23,24,25は予め現場
又は加工工場ではり鋼材20,21,22に溶接してお
いてもよい。FIG. 2 is a perspective view showing an embodiment in which a panel is mounted according to the present invention. The lower ends of the U-shaped steel members 23, 24, 25 are fixed by welding in the longitudinal direction at the center of the upper surface of the beam steel material (so-called H steel) 20, 21, 22 having a cross section of H shape. The steel members 23, 24, and 25 may be welded to the beam steels 20, 21, and 22 at a site or a processing plant in advance.
【0007】上記はり鋼材20,21,22を平行に配
置して建物の骨組みを構築する。次いで、はり鋼材20
の上面26と相隣り合うはり鋼材21の上面27との間
に、パネル29の両端面が鋼製部材23,24の側面に
当接するようにしてパネル29を載置する。この場合、
鋼製部材23と24との間隔は、パネル29の長さとほ
ぼ一致していればよく、若干の誤差は許される。次に、
はり鋼材20の上面26と相隣り合うはり鋼材22の上
面28との間に、パネル30の両端面が鋼製部材23,
25の側面に当接するようにパネル30を載置する。The beam steel members 20, 21, 22 are arranged in parallel to construct a framework of a building. Next, beam steel 20
The panel 29 is placed between the upper surface 26 of the steel member 23 and the upper surface 27 of the adjacent beam steel material 21 such that both end surfaces of the panel 29 abut against the side surfaces of the steel members 23 and 24. in this case,
The interval between the steel members 23 and 24 only needs to be substantially equal to the length of the panel 29, and a slight error is allowed. next,
Between the upper surface 26 of the beam steel member 20 and the upper surface 28 of the adjacent beam steel member 22, both end surfaces of the panel 30 are made of steel members 23,
The panel 30 is placed so as to be in contact with the side surface of the panel 25.
【0008】挟着部材は33は、図に示すように断面が
逆ハット形状であり、パネル目地32に挿入される凹部
33aとその上端から両翼に延びる挟着(フランジ)部
33b,33cとビス挿通孔34からなる。[0008] The holding member 33 has a cross section as shown in the figure.
It has an inverted hat shape, and includes a concave portion 33a inserted into the panel joint 32, sandwiching (flange) portions 33b and 33c extending from the upper end to both wings, and a screw insertion hole.
【0009】弾性を有するスペーサ31を、鋼製部材2
3の上面のパネル目地32にはめ込み、その上から挾着
部材33をパネル目地32にはめ込み、その挾着部33
b,33cをパネル29,30の両端部に当接するよう
に置く。スペーサ31は鋼製部材23の上部と挾着部材
33の中央部との間隙を埋め、がたつきを吸収するが、
鋼製部材23と挾着部材33とが密着するなど、がたつ
きが生じない場合は不要である。The elastic spacer 31 is connected to the steel member 2.
3 is inserted into the panel joint 32 on the upper surface, and a clamping member 33 is inserted into the panel joint 32 from above.
b and 33c are placed in contact with both ends of the panels 29 and 30. The spacer 31 fills the gap between the upper part of the steel member 23 and the central part of the holding member 33, and absorbs rattling.
This is unnecessary when the backlash does not occur, such as when the steel member 23 and the holding member 33 come into close contact with each other.
【0010】鋼製部材23にはねじ孔35が設けられて
おり、複数のビス36が挿通孔34,スペーサー31を
通して鋼製部材23のねじ孔35に螺着される。これに
よりパネル29,30の一方の端部は挟着部材33を介
してはり鋼材20に固定される。パネル29,30の他
方の端部も上述したのと同様に挟着部材によりはり鋼材
に固定される。A screw hole 35 is provided in the steel member 23, and a plurality of screws 36 are screwed into the screw hole 35 of the steel member 23 through the insertion hole 34 and the spacer 31. As a result, one end of the panels 29 and 30 is fixed to the beam steel member 20 via the holding member 33. The other ends of the panels 29 and 30 are also fixed to the beam steel by the sandwiching member in the same manner as described above.
【0011】[0011]
【0012】[0012]
【発明の効果】本発明によれば、パネル敷き込み後に断
面が逆ハット形状の挟着部材を取り付けることができる
ために作業の安定性が向上する。また、断面がコ字形状
の挟着部材をビスによって取り付けるので、職人の技量
は関係なくパネルを固定することができる。さらに、モ
ルタルの硬化を持つことなく、直ちに次の作業工程に進
むことができるので、従来のようにモルタルを固定する
ために要していた時間が不要となり、作業時間を短縮さ
せることができる。According to the present invention, after the panel is laid, it is cut off.
The work stability is improved because a holding member having a reverse hat shape can be attached to the surface. The cross section is U-shaped
Since attaching the clamped member by screws, workmanship can fix the panel regardless. Furthermore, since it is possible to immediately proceed to the next operation step without hardening the mortar, the time required for fixing the mortar as in the related art is not required, and the operation time can be reduced.
【図1】従来のパネル取付構造を説明するための斜視図
である。FIG. 1 is a perspective view for explaining a conventional panel mounting structure.
【図2】本発明の一実施例であるパネル取り付け構造を
説明するための斜視図である。FIG. 2 is a perspective view illustrating a panel mounting structure according to an embodiment of the present invention.
1,2 はり鋼材 3,4 鋼材 5 割り付け墨 6 パネル 7 スラブプレート 8 挿通孔 9 鉄筋 10 目地溝形成用の凹部 11 モルタル 20,21,22 はり鋼材 23,24,25 鋼製部材 26,27,28 はり鋼材の上面 29,30 パネル 31 スペーサ 32 パネル目地 33 挾着部材 33a 挾着部材の凹部 33b,33c挾着部 34 挿通孔 35 ねじ孔 36 ビス 1, 2 Beam steel 3, 4 Steel 5 Laying black 6 Panel 7 Slab plate 8 Insertion hole 9 Reinforcing bar 10 Recess for forming joint groove 11 Mortar 20, 21, 22 Beam steel 23, 24, 25 Steel members 26, 27, 28 Upper surface of beam steel material 29,30 Panel 31 Spacer 32 Panel joint 33 Holding member 33a Recessing portion of holding member 33b, 33c Holding portion 34 Insertion hole 35 Screw hole 36 Screw
───────────────────────────────────────────────────── フロントページの続き (56)参考文献 特開 昭64−33337(JP,A) 特開 昭59−41543(JP,A) 特開 昭54−75817(JP,A) 実開 昭61−87826(JP,U) 実開 昭56−98918(JP,U) 実開 昭49−35126(JP,U) 実公 昭46−5506(JP,Y1) (58)調査した分野(Int.Cl.7,DB名) E04B 5/02 E04B 7/00 ──────────────────────────────────────────────────続 き Continuation of the front page (56) References JP-A-64-33737 (JP, A) JP-A-59-41543 (JP, A) JP-A-54-75817 (JP, A) 87826 (JP, U) Shokai 56-98918 (JP, U) Shokai 49-35126 (JP, U) Shoko 46-5506 (JP, Y1) (58) Fields surveyed (Int. 7 , DB name) E04B 5/02 E04B 7/00
Claims (3)
にパネル端部を載置固定する屋根・床のパネル取付構造
において、はり鋼材上面の長手方向中央部に断面がコ字
形状の金属部材を該コ字形状の両端部を下向きにして固
定し、相隣り合うはり鋼材の上面にパネルの端面が上記
金属部材の側面に当接するようにして載置するととも
に、断面が逆ハット形状である挟着部材のフランジ部を
パネル間に懸架し、上記金属部材に挟着部材をビスによ
って止着することにより、上記パネルの端部を挟着部材
とはり鋼材との間に固定することを特徴とする屋根・床
のパネル取付構造。1. A parallel to a plurality arranged roof-floor panel mounting structure in which the panel edge on the upper surface of the beam steel is placed and fixed, cross section U in the longitudinal central portion of the beam steel upper surface
A metal member having a U-shape is fixed with both ends of the U-shape facing downward, and placed on the upper surface of the adjacent beam steel material such that the end surface of the panel is in contact with the side surface of the metal member. With
Next, the flange part of the pinching member whose cross section is
Suspended between the panel, the bis clamped member to the metal member
By fastening the end of the panel
Roof / floor panel mounting structure characterized by being fixed between the beam steel .
介して上記金属部材に止着したことを特徴とする請求項
1記載の屋根・床のパネル取付構造。2. The roof / floor panel mounting structure according to claim 1, wherein said holding member is fixed to said metal member via an elastic spacer.
ることを特徴とする請求項1記載の屋根・床のパネル取
付構造。3. The roof / floor panel mounting structure according to claim 1, wherein said panel is made of lightweight foam concrete.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP03354603A JP3078380B2 (en) | 1991-12-19 | 1991-12-19 | Roof / floor panel mounting structure |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP03354603A JP3078380B2 (en) | 1991-12-19 | 1991-12-19 | Roof / floor panel mounting structure |
Publications (2)
Publication Number | Publication Date |
---|---|
JPH05171728A JPH05171728A (en) | 1993-07-09 |
JP3078380B2 true JP3078380B2 (en) | 2000-08-21 |
Family
ID=18438677
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP03354603A Expired - Lifetime JP3078380B2 (en) | 1991-12-19 | 1991-12-19 | Roof / floor panel mounting structure |
Country Status (1)
Country | Link |
---|---|
JP (1) | JP3078380B2 (en) |
Families Citing this family (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP6474185B2 (en) * | 2012-06-13 | 2019-02-27 | 宏明 石原 | Solar power panel construction method |
KR102641328B1 (en) * | 2023-07-25 | 2024-02-27 | 주식회사 브리콘 | Apparatus for temporarily fixing precast concrete slab panels |
-
1991
- 1991-12-19 JP JP03354603A patent/JP3078380B2/en not_active Expired - Lifetime
Also Published As
Publication number | Publication date |
---|---|
JPH05171728A (en) | 1993-07-09 |
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