JP4865617B2 - Load-bearing wall panels - Google Patents

Load-bearing wall panels Download PDF

Info

Publication number
JP4865617B2
JP4865617B2 JP2007084372A JP2007084372A JP4865617B2 JP 4865617 B2 JP4865617 B2 JP 4865617B2 JP 2007084372 A JP2007084372 A JP 2007084372A JP 2007084372 A JP2007084372 A JP 2007084372A JP 4865617 B2 JP4865617 B2 JP 4865617B2
Authority
JP
Japan
Prior art keywords
bearing wall
load
openings
wall panel
opening
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.)
Active
Application number
JP2007084372A
Other languages
Japanese (ja)
Other versions
JP2008240426A (en
Inventor
清 鈴木
晃 福田
隆男 三浦
侑大 家久
Original Assignee
株式会社ダイクレ
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 株式会社ダイクレ filed Critical 株式会社ダイクレ
Priority to JP2007084372A priority Critical patent/JP4865617B2/en
Publication of JP2008240426A publication Critical patent/JP2008240426A/en
Application granted granted Critical
Publication of JP4865617B2 publication Critical patent/JP4865617B2/en
Active legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Images

Landscapes

  • Load-Bearing And Curtain Walls (AREA)
  • Panels For Use In Building Construction (AREA)

Description

本発明は、軽量で、通風性及び採光性を有し、耐震や通風強度を備えた耐力壁パネルに関する。   The present invention relates to a load-bearing wall panel that is lightweight, has ventilation and lighting, and has earthquake resistance and ventilation strength.

耐震性に優れた建築物を建築するためには、外壁はもちろんのこと、建築物内部を仕切る間仕切り壁を耐力壁とし、これら耐力壁をバランスよく配置する必要があるが、従来の耐力壁は盲壁であるため、視界が遮られ、採光ができないし、通風もできなかった。   In order to build a building with excellent earthquake resistance, not only the outer wall but also the partition wall that partitions the interior of the building must be a bearing wall, and these bearing walls must be arranged in a balanced manner. Because it was a blind wall, the field of view was blocked, no lighting was available, and ventilation was not possible.

そこで下記特許文献1及び2には、採光や通風が可能な開口を有する耐力壁が提案されている。この耐力壁は全体が鋼または樹脂製で、格子状のリブからなっており、外壁として使用するために開口を光透過性の板材で覆うことも提案されている。
特開2002−70213号 特開2006−77565号
Therefore, Patent Documents 1 and 2 below propose a bearing wall having an opening that allows daylighting and ventilation. The bearing wall is entirely made of steel or resin and is made of lattice-like ribs. It has also been proposed to cover the opening with a light-transmitting plate material for use as an outer wall.
JP 2002-70213 JP 2006-77565 A

特許文献1の図12に示される耐力壁のように、開口を板材で覆えば、止水性を有し、耐震強度も向上するが、通風や採光ができなくなる。   If the opening is covered with a plate material as in the load bearing wall shown in FIG. 12 of Patent Document 1, it has water-stopping properties and improved seismic strength, but ventilation and lighting cannot be performed.

本発明は、通風性や採光性を損なうことなく耐震強度を上げることができる耐力壁パネルを提供することを目的とする。   An object of this invention is to provide the load-bearing wall panel which can raise seismic strength, without impairing ventilation and lighting property.

請求項1に係る発明は、リブを縦横又は斜めに交差して配置して平行四辺形よりなる開口を多数形成した樹脂又は金属製の耐力壁パネルであって、パネルと同材又は異材の開口を塞ぐピースを一定間隔で複数突設したプレートが各ピースをそれぞれ斜め一列又は数列の各開口に嵌着して取付け、筋交いを形成したことを特徴とする。
According to claim 1 invention is a multiple forming resin or metal bearing wall panel openings consisting parallelogram and arranged to cross the ribs vertically and horizontally or obliquely, panels and same material or different materials openings A plate having a plurality of pieces projecting at regular intervals is attached to each of the pieces by being fitted into each opening in a diagonal row or several rows to form a brace.

請求項2に係る発明は、請求項1に係る発明において、ピースが光透過性の樹脂で形成されることを特徴とする。
The invention according to claim 2 is characterized in that, in the invention according to claim 1, the piece is formed of a light-transmitting resin.

請求項1に係る発明によると、開口が塞がれるのは斜め一列又は数列に延びる開口だけであるため通風性や採光性が損なわれることがないこと、斜め一列又は数列の開口に各補強ピースを一度で同時に嵌着することが可能であり、作業能率が向上すること、プレートより突設される補強ピースで開口を斜めに塞ぎ、これにより筋交いと同様の機能を果たしてパネルの耐震及び通風強度を増すこと、開口が部分的に塞がれて模様を呈することから、意匠効果をもたらすこと等の効果を奏する
According to the first aspect of the present invention, the openings are blocked only by the openings extending in one or several diagonal rows , so that ventilation and lighting are not impaired, and each reinforcing piece is arranged in the one or several rows of openings. the it is possible to simultaneously fit once, working efficiency can be improved, busy skills openings diagonally reinforcing piece which is projecting from the plate, thereby bracing the same and serve panels seismic and ventilation Since the strength is increased and the opening is partially blocked to present a pattern, it produces effects such as providing a design effect.

請求項2に係る発明によると、採光性がより向上する。   According to the invention of claim 2, the daylighting property is further improved.

以下、本発明の実施形態の耐力壁パネルについて図面により説明する。
図1に示す耐力壁パネル1は、リブ2を縦横に配置して正方形の開口3を上下かつ左右方向に多数形成した鋼製または硬質樹脂製、例えば繊維強化プラスチック、アクリル樹脂、塩化ビニル樹脂、ポリエチレン樹脂製の格子で、斜め一列の開口3には硬質樹脂、好ましくは透明な例えばポリカーボネイト樹脂よりなる正方形の補強ピース4が充填、例えば嵌着して固定されて開口3を塞ぎ、×印を上下に並設したトラス状の筋交いを形成している。
Hereinafter, a load-bearing wall panel according to an embodiment of the present invention will be described with reference to the drawings.
The load-bearing wall panel 1 shown in FIG. 1 is made of steel or hard resin in which ribs 2 are arranged vertically and horizontally and a large number of square openings 3 are formed vertically and horizontally, for example, fiber reinforced plastic, acrylic resin, vinyl chloride resin, In the lattice made of polyethylene resin, the openings 3 in a diagonal line are filled with a hard resin, preferably a square reinforcing piece 4 made of transparent, for example, polycarbonate resin, for example, fitted and fixed to close the opening 3, Forms truss-like braces arranged side by side vertically.

本実施形態の耐力壁パネル1によると、土台と梁との間に配置されるパネルは、斜めに配置した補強ピース4が筋交いの機能を果たし、耐震及び耐風強度を増加させること、開口が塞がれるのは斜め一列だけであるため、通風性や採光性が損なわれることがないこと、開口に充填した補強ピース4で×印を上下に並設したトラス形態の模様を呈し、意匠効果をもたらすこと等の効果を有する。   According to the load-bearing wall panel 1 of the present embodiment, the panel disposed between the base and the beam has a reinforcing piece 4 disposed diagonally serving as a brace, increasing seismic resistance and wind resistance, and closing the opening. Since only one row can be peeled off, the ventilation and lighting performance will not be impaired, and the truss-shaped pattern with X marks placed side by side with the reinforcement piece 4 filled in the opening will be exhibited, resulting in a design effect. It has effects such as bringing about.

開口3を塞ぐ部材としての補強ピース4は、該ピース4の意匠性を際立たせるため、着色したものを使用することもでき、また補強ピース4に孔をあけて柱、梁、土台等に固定の固定金具に取り付けたボルトを通すことでパネル1の固定を容易かつ確実に行うことができ、強度の向上も期待することができる。
またパネル1は、その片面又は両面に止水機能のある板材を取り付けることで外壁材として使用することもできる。
The reinforcing piece 4 as a member for closing the opening 3 can be used in order to make the design of the piece 4 stand out. Colored ones can also be used, and the reinforcing piece 4 is perforated and fixed to a pillar, beam, foundation, etc. The panel 1 can be fixed easily and reliably by passing the bolts attached to the fixing bracket, and an improvement in strength can be expected.
Moreover, the panel 1 can also be used as an outer wall material by attaching the board | plate material which has a water stop function to the single side | surface or both surfaces.

図2に示す耐力壁パネル6は、図1に示す耐力壁パネル1において、中央部の上下に正方形の大きな開口7を一対形成し、かつ各開口7の周りの四辺の開口3に補強ピース4を充填してなるもので、補強ピース4が充填されて筋交いとなることによりパネルの強度が上がるため図示するようにパネルの中央部に大きな開口7を形成することができる。   A bearing wall panel 6 shown in FIG. 2 is the same as the bearing wall panel 1 shown in FIG. 1, in which a pair of large square openings 7 are formed above and below the central portion, and reinforcing pieces 4 are formed in the openings 3 on the four sides around each opening 7. Since the strength of the panel is increased by filling the reinforcing piece 4 and the bracing, the large opening 7 can be formed at the center of the panel as shown in the figure.

上記各実施形態では、筋交いは斜め一列の開口を補強ピース4で充填することによって形成されているが、斜め2列又は3列の開口3を補強ピース4で充填してもよい。これにより筋交いによる強度をより向上させることができる。   In each of the above-described embodiments, the braces are formed by filling the diagonal rows of openings with the reinforcing pieces 4, but the diagonal rows 2 or 3 rows of the openings 3 may be filled with the reinforcing pieces 4. Thereby, the intensity | strength by bracing can be improved more.

上記各実施形態ではまた、開口3に樹脂製の補強ピース4を嵌着することにより筋交いを形成しているが、パネル1又は6が鋼製で、開口3及び7を打抜きによって形成する場合、補強ピース4が充填される部分を打ち抜かないで図1又は図2に示す耐力壁パネル1又は6と同様の形態の耐力壁パネルを形成することができ、またパネル1又は6が硬質樹脂製である場合、補強ピース4が充填される部分を一体成形することができる。こうしたものにおいては、補強ピース4を充填する作業を省くことができる。   In each of the above embodiments, a brace is formed by fitting a reinforcing piece 4 made of resin in the opening 3, but when the panel 1 or 6 is made of steel and the openings 3 and 7 are formed by punching, It is possible to form a load-bearing wall panel having the same form as the load-bearing wall panel 1 or 6 shown in FIG. 1 or 2 without punching out the portion filled with the reinforcing piece 4, and the panel 1 or 6 is made of a hard resin. In some cases, the portion filled with the reinforcing piece 4 can be integrally formed. In such a thing, the operation | work which fills the reinforcement piece 4 can be skipped.

図3に示す耐力壁パネル11は、リブ12を斜めに交差して配置して菱形の開口13を上下かつ左右方向に多数形成した格子の、斜め一列に延びる開口13に同形の補強ピース4を充填して×印を上下に並設したトラス状の筋交いを形成してなるものである。
本実施形態の耐力壁パネル11によると、一定幅の筋交いが形成され、筋交いの強度が向上する。
The load-bearing wall panel 11 shown in FIG. 3 has reinforcing pieces 4 having the same shape in the openings 13 extending in a diagonal line of a lattice in which ribs 12 are obliquely crossed to form a large number of rhombus openings 13 in the vertical and horizontal directions. A truss-like brace is formed by filling and crossing the X marks vertically.
According to the load-bearing wall panel 11 of this embodiment, a bracing with a certain width is formed, and the strength of the bracing is improved.

図4は、図1又は図2に示す耐力壁パネル1又は6の開口3に嵌着される補強ピース4をプレート15上に一定間隔で多数、一体に突出形成してなるものの一部を示すものであり、図5は、図4に示すプレート15より突設される各補強ピース4を耐力壁パネル1又は6における斜め一列の各開口3に嵌着した断面を示すもので、本実施形態においては、各補強ピース4を各開口3に一度で同時に嵌着することができ、各補強ピース4を個別に各開口3に嵌着するのと比べ、作業能率が向上すること、プレート15が筋交いとしての強度を向上させることができること等の効果を有する。   FIG. 4 shows a part of a plurality of reinforcing pieces 4 that are fitted into the openings 3 of the load-bearing wall panel 1 or 6 shown in FIG. FIG. 5 shows a cross section in which each reinforcing piece 4 protruding from the plate 15 shown in FIG. 4 is fitted into each of the openings 3 in a diagonal row in the load-bearing wall panel 1 or 6. , Each reinforcing piece 4 can be fitted into each opening 3 at the same time, and the working efficiency is improved as compared with the case where each reinforcing piece 4 is fitted into each opening 3 individually. It has effects such as the ability to improve the strength of bracing.

図6は、図3に示す耐力壁パネル11の開口13に嵌着される補強ピース17をプレート18上に一定間隔で多数、一体に突出形成してなるものの一部を示すものであり、図7は、図6に示すプレート18より突設される各補強ピース17を斜め一列の各開口13に嵌着したもので、本実施形態においても、上記と同様の効果を有する。   FIG. 6 shows a part of a plurality of reinforcing pieces 17 that are fitted into the openings 13 of the load bearing wall panel 11 shown in FIG. In FIG. 7, each reinforcing piece 17 protruding from the plate 18 shown in FIG. 6 is fitted into each opening 13 in a diagonal row, and this embodiment has the same effect as described above.

図8及び図9は、適当形状をなすプレート、例えば図示するような楕円形のリング状プレート20を用い、該プレート20に補強ピース21を適所に複数突設し、各補強ピース21を図1に示す体力壁パネル1の開口3に嵌着してプレート20を取付けた例を示すもので、本実施形態においては、耐力壁パネル1にプレート20を取付けて、該プレート20による意匠効果をもたらすことができる。   8 and 9 use a plate having an appropriate shape, for example, an elliptical ring-shaped plate 20 as shown in the figure, and a plurality of reinforcing pieces 21 projecting from the plate 20 at appropriate positions. In this embodiment, the plate 20 is attached to the load-bearing wall panel 1 to bring about the design effect of the plate 20. be able to.

本発明に係る耐力壁パネルの正面図。The front view of the load-bearing wall panel which concerns on this invention. 別の実施形態の耐力壁パネルの正面図。The front view of the load-bearing wall panel of another embodiment. 更に別の実施形態の耐力壁パネルの正面図。The front view of the load-bearing wall panel of another embodiment. 開口に充填される補強ピースを突設したプレートの斜視図。The perspective view of the plate which protruded the reinforcement piece with which opening is filled. 図4に示すプレートを取付けた箇所の耐力壁パネルの断面図。Sectional drawing of the load-bearing wall panel of the location which attached the plate shown in FIG. 図4に示すプレートを取付けたプレートの別の態様の斜視図。The perspective view of another aspect of the plate which attached the plate shown in FIG. 図6に示すプレートを取付けた箇所の耐力壁パネルの断面図。Sectional drawing of the load-bearing wall panel of the location which attached the plate shown in FIG. 意匠効果を表すプレートを取付けた図1に示す耐力壁パネルの表面図。The surface view of the load-bearing wall panel shown in FIG. 1 which attached the plate showing a design effect. 同裏面図。FIG.

符号の説明Explanation of symbols

1、6、11・・耐力壁パネル
2、12・・リブ
3、7、13・・開口
4、17、21・・ピース
15、18、20・・プレート
1, 6, 11 ··· Load-bearing wall panels 2, 12 ··· Ribs 3, 7, 13 ··· Openings 4, 17, 21 · · Pieces 15, 18, 20 · · Plates

Claims (2)

リブを縦横又は斜めに交差して配置して平行四辺形よりなる開口を多数形成した樹脂又は金属製の耐力壁パネルであって、パネルと同材又は異材の開口を塞ぐピースを一定間隔で複数突設したプレートが各ピースをそれぞれ斜め一列又は数列の各開口に嵌着して取付け、筋交いを形成したことを特徴とする耐力壁パネル。 Multiple A bearing walls panels of resin or metal to form a large number of openings made of a parallelogram and arranged to intersect the ribs in vertical and horizontal or oblique, the panel and the piece for closing the opening of the same material or different materials at regular intervals A load bearing wall panel characterized in that a projecting plate is fitted and attached to each opening in a diagonal row or several rows of openings to form a brace. 上記ピースが光透過性の樹脂で形成されることを特徴とする請求項1記載の耐力壁パネル。
2. The load-bearing wall panel according to claim 1, wherein the piece is made of a light transmissive resin.
JP2007084372A 2007-03-28 2007-03-28 Load-bearing wall panels Active JP4865617B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP2007084372A JP4865617B2 (en) 2007-03-28 2007-03-28 Load-bearing wall panels

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP2007084372A JP4865617B2 (en) 2007-03-28 2007-03-28 Load-bearing wall panels

Publications (2)

Publication Number Publication Date
JP2008240426A JP2008240426A (en) 2008-10-09
JP4865617B2 true JP4865617B2 (en) 2012-02-01

Family

ID=39912086

Family Applications (1)

Application Number Title Priority Date Filing Date
JP2007084372A Active JP4865617B2 (en) 2007-03-28 2007-03-28 Load-bearing wall panels

Country Status (1)

Country Link
JP (1) JP4865617B2 (en)

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN107035024B (en) * 2016-11-30 2019-08-16 北京工业大学 Framework of steel reinforcement, single-row reinforcement shear wall and production method for shear wall

Family Cites Families (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP4655208B2 (en) * 2004-08-12 2011-03-23 Agcマテックス株式会社 Bearing wall
JP4733447B2 (en) * 2005-07-11 2011-07-27 大成建設株式会社 Reinforcement wall

Also Published As

Publication number Publication date
JP2008240426A (en) 2008-10-09

Similar Documents

Publication Publication Date Title
JP2006090116A (en) Blind and windproof folding screen
ES2299988T3 (en) FORM OF REINFORCEMENT, IN PARTICULAR TO MANUFACTURE OF CRUSHED REINFORCEMENT FLOORS, AND ASSOCIATED SOIL
JP4733447B2 (en) Reinforcement wall
JP4865617B2 (en) Load-bearing wall panels
KR101379040B1 (en) Breakwater structure
KR20170128782A (en) Breakwater Structure
JP7406225B2 (en) Assembly structure and method for manufacturing the assembly structure
JP2007224499A (en) Ventilation/lighting floor structure
JP2007009621A (en) Antiseismic reinforcement structure of building
JP4861882B2 (en) Bearing wall
JP5091624B2 (en) Reinforced structure
JP6313514B1 (en) Bearing wall
KR200409967Y1 (en) Artificial fishing bank
JP5279210B2 (en) Ventilation member
KR100666117B1 (en) Artificial fishing bank
JP5715443B2 (en) Wall body
KR102431884B1 (en) Breakwater structure and construction method thereof
JP5667429B2 (en) Wall body
KR101959989B1 (en) Prefabricated partition
JP2014118776A (en) Steel plate earthquake-resisting wall
JP2007070960A (en) Building
JP2014214515A (en) Fence panel
KR20210005965A (en) Breakwater structure and construction method thereof
JP2015168961A (en) Corrugated plate blind panel
KR20160041580A (en) Steel grating

Legal Events

Date Code Title Description
A621 Written request for application examination

Free format text: JAPANESE INTERMEDIATE CODE: A621

Effective date: 20100324

A977 Report on retrieval

Free format text: JAPANESE INTERMEDIATE CODE: A971007

Effective date: 20110519

A131 Notification of reasons for refusal

Free format text: JAPANESE INTERMEDIATE CODE: A131

Effective date: 20110531

A521 Request for written amendment filed

Free format text: JAPANESE INTERMEDIATE CODE: A523

Effective date: 20110723

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: 20111108

A01 Written decision to grant a patent or to grant a registration (utility model)

Free format text: JAPANESE INTERMEDIATE CODE: A01

A61 First payment of annual fees (during grant procedure)

Free format text: JAPANESE INTERMEDIATE CODE: A61

Effective date: 20111110

FPAY Renewal fee payment (event date is renewal date of database)

Free format text: PAYMENT UNTIL: 20141118

Year of fee payment: 3

R150 Certificate of patent or registration of utility model

Ref document number: 4865617

Country of ref document: JP

Free format text: JAPANESE INTERMEDIATE CODE: R150

Free format text: JAPANESE INTERMEDIATE CODE: R150

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250