JP2007224712A - Fixing device and method of manufacturing the fixing device - Google Patents
Fixing device and method of manufacturing the fixing device Download PDFInfo
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- JP2007224712A JP2007224712A JP2007044196A JP2007044196A JP2007224712A JP 2007224712 A JP2007224712 A JP 2007224712A JP 2007044196 A JP2007044196 A JP 2007044196A JP 2007044196 A JP2007044196 A JP 2007044196A JP 2007224712 A JP2007224712 A JP 2007224712A
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- edge
- fixing
- structural
- fixing device
- structural part
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G23/00—Working measures on existing buildings
- E04G23/02—Repairing, e.g. filling cracks; Restoring; Altering; Enlarging
- E04G23/0218—Increasing or restoring the load-bearing capacity of building construction elements
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G23/00—Working measures on existing buildings
- E04G23/02—Repairing, e.g. filling cracks; Restoring; Altering; Enlarging
- E04G23/0218—Increasing or restoring the load-bearing capacity of building construction elements
- E04G2023/0251—Increasing or restoring the load-bearing capacity of building construction elements by using fiber reinforced plastic elements
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- Architecture (AREA)
- Engineering & Computer Science (AREA)
- Chemical & Material Sciences (AREA)
- Chemical Kinetics & Catalysis (AREA)
- Electrochemistry (AREA)
- Mechanical Engineering (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Reinforcement Elements For Buildings (AREA)
- Working Measures On Existing Buildindgs (AREA)
- Connection Of Plates (AREA)
- Joining Of Building Structures In Genera (AREA)
- Coupling Device And Connection With Printed Circuit (AREA)
- Seal Device For Vehicle (AREA)
- Paper (AREA)
- Basic Packing Technique (AREA)
Abstract
Description
本発明は、石状の構造部分の縁部に設けられる固定装置であって、構造部分の縁部付近の固定部を備えている形式のものに関する。更に本発明は、構造部分の縁部付近の固定部を備えた、石状の構造部分の縁部に設けられる固定装置の製作法に関する。「石状の」とは、石、煉瓦、コンクリート及び発泡コンクリート等から成る材料のことを指しているが、特にコンクリートである。「構造部分」という言葉により、固定が構造物において行われるということを表している。本発明の説明はコンクリートに関して行われるが、本発明はこの材料に限定されるものではない。 The present invention relates to a fixing device provided at an edge of a stone-like structure portion, and having a fixing portion in the vicinity of the edge of the structure portion. Furthermore, the present invention relates to a method for producing a fixing device provided at the edge of a stone-like structure part, comprising a fixing part near the edge of the structure part. “Stone-like” refers to a material made of stone, brick, concrete, foamed concrete, etc., especially concrete. The term “structural part” indicates that the fixing is performed on the structure. Although the description of the present invention is made with respect to concrete, the present invention is not limited to this material.
建築部材を例えばだぼ又はアンカを用いて構造部分の孔に固定する、即ち構造部分内に固定することは公知である。固定部が横方向負荷された場合に生じる可能性のある欠陥は、構造部分の亀裂である。特に、縁部付近の固定部の場合は、構造部分の亀裂の危険性が高い。縁部から十分な距離をおいて固定することにより、構造部分の亀裂による欠陥のリスクは回避されるか、いずれにしろ低下される。構造部分の亀裂のリスクは、開きだぼを用いた固定の場合に、開き力に基づいて特に大きい。開き圧力フリーの固定部の方がより有利ではあるが、一般にはより手間がかかる。大きな横方向力を伴う縁部付近の固定部の典型的な用途は、手すりの固定部である。 It is known to fix building elements in holes in structural parts, for example using dowels or anchors, i.e. fixing in structural parts. A defect that can occur when the fixture is laterally loaded is a crack in the structural part. In particular, in the case of a fixed part near the edge, there is a high risk of cracking in the structural part. By fixing at a sufficient distance from the edge, the risk of defects due to cracks in the structural part is avoided or in any case reduced. The risk of cracking in the structural part is particularly great on the basis of the opening force in the case of fixing with open dowels. An opening pressure-free fixing part is more advantageous, but generally more laborious. A typical application of a fixed part near the edge with a large lateral force is a fixed part of a handrail.
本発明の課題は、縁部付近を固定した場合に、構造部分の亀裂による欠陥のリスクを減少させる固定装置を提案することである。 The object of the present invention is to propose a fixing device that reduces the risk of defects due to cracks in the structural part when the vicinity of the edge is fixed.
この課題を解決するために本発明では、構造部分が、固定部の領域に材料接続的に取り付けられた補強部を有しているようにした。更に本発明では、固定部を構造部分の縁部付近に取り付け、固定部の領域で補強部を材料接続的に構造部分に取り付けるようにした。 In order to solve this problem, in the present invention, the structural portion has a reinforcing portion attached to the region of the fixed portion in a material connection manner. Furthermore, in the present invention, the fixing portion is attached in the vicinity of the edge of the structural portion, and the reinforcing portion is attached to the structural portion in a material connection manner in the region of the fixing portion.
本発明による固定装置は、例えば接着により材料接続的に構造部分の固定部の領域に取り付けられた補強部を有している。この補強部は、固定部に作用する横方向力と、場合によっては構造部分内での固定部の開き作用とに基づいて作用する、構造部分の引張り力を吸収する。構造部分内の引張り応力延いては亀裂の危険性が減少されている。補強部と構造部分との間の材料接続は、構造部分内で作用する力の補強部への伝達及びその逆の伝達を補強部の全面にわたって分散させるので、力伝達に関して有利であると見なされる。更に、補強部を孔又は構造部分のその他の弱化部無しで取り付けることが可能である。本発明による固定装置は勿論、2つの縁部が互いにぶつかり合う構造部分の角隅領域でも可能である。 The fixing device according to the invention has a reinforcing part which is attached in the region of the fixing part of the structural part in a material connection, for example by bonding. This reinforcing part absorbs the tensile force of the structural part which acts on the basis of the lateral force acting on the fixed part and possibly the opening action of the fixed part in the structural part. The tensile stress in the structural part and the risk of cracking is reduced. The material connection between the reinforcement part and the structural part is considered advantageous with respect to force transmission as it distributes the transmission of forces acting in the structural part to the reinforcement part and vice versa over the entire surface of the reinforcement part. . Furthermore, it is possible to attach the reinforcement without holes or other weakenings of the structural part. The fixing device according to the invention is of course also possible in the corner area of the structural part where the two edges collide with each other.
本発明の有利な構成では、補強部として繊維補強部が設けられている。例えば、繊維マット(スクリム、織布、メッシュ生地、ニット生地等)が構造部分に接着されている。特に、構造部分の縁部に対して横方向の繊維方向が規定されている。繊維補強部によって、補強部の高い耐引張り負荷能力が得られる。更に、繊維補強部は構造部分の表面に適合している。 In an advantageous configuration of the invention, a fiber reinforcement is provided as a reinforcement. For example, a fiber mat (scrim, woven fabric, mesh fabric, knitted fabric, etc.) is bonded to the structural portion. In particular, a fiber direction transverse to the edge of the structural part is defined. The fiber reinforced portion provides high tensile load resistance of the reinforced portion. Furthermore, the fiber reinforcement is adapted to the surface of the structural part.
有利には、補強部は所定の方向で固定部から構造部分の縁部まで達しており且つ/又は前記方向とは別の方向で、構造部分の縁部から内側に向かって延在している。大幅に内側に達する大面積の補強部によって、構造部分の亀裂の危険が減少される。本発明の別の有利な構成では、補強部が構造部分の縁部のエッジをめぐって固定面に隣接した縁面に到達する。固定面は、固定部が取り付けられた面である。補強部が縁面にも取り付けられ且つ固定面に到達することに基づいて、構造部分の亀裂の危険は更に低下される。 Advantageously, the reinforcing part extends from the fixed part to the edge of the structural part in a predetermined direction and / or extends inwardly from the edge of the structural part in a direction different from said direction. . Due to the large area of the reinforcement that extends significantly inward, the risk of cracking of the structural part is reduced. In a further advantageous configuration of the invention, the reinforcing part reaches the edge surface adjacent to the fixing surface around the edge of the edge of the structural part. The fixed surface is a surface to which the fixed portion is attached. Based on the fact that the reinforcement is also attached to the edge surface and reaches the fixed surface, the risk of cracking of the structural part is further reduced.
請求項6の特徴部に記載の本発明による方法では、補強部を、構造部分の固定部を取り囲む領域に取り付け、例えば接着し、構造部分に設けられた補強部に固定部を取り付ける。必然ではないが有利には、最初に補強部を取り付けてから固定部を取り付ける。 In the method according to the present invention as set forth in the characterizing portion of claim 6, the reinforcing portion is attached to an area surrounding the fixing portion of the structural portion, for example, bonded, and the fixing portion is attached to the reinforcing portion provided in the structural portion. Advantageously, but not necessarily, the reinforcing part is attached first and then the fixing part.
以下に、本発明を実施するための最良の形態を図面につき詳しく説明する。 In the following, the best mode for carrying out the present invention will be described in detail with reference to the drawings.
図1に示した本発明による固定装置1は、構造部分2の縁部に配置されている。この構造部分2はコンクリートから成っており、このコンクリートは補強されていてよい。構造部分2は、例えばバルコニーパネル又はテラスパネル、或いは屋根から壁面への移行部であってよい。以下、本発明を説明するために構造部分2の上面を固定面3と呼ぶ。なぜならば、この固定面3に固定部4が本発明に基づいて取り付けられているからである。縁部5を介して隣接する構造部分2の面は、以下縁面6と呼ぶ。縁部5及び縁面6は、固定面3及び構造部分2の1縁部を成している。
The fixing device 1 according to the invention shown in FIG. 1 is arranged at the edge of the structural part 2. This structural part 2 is made of concrete, which may be reinforced. The structural part 2 may be, for example, a balcony panel or a terrace panel, or a transition from a roof to a wall. Hereinafter, the upper surface of the structural portion 2 is referred to as a fixed surface 3 in order to explain the present invention. This is because the fixing portion 4 is attached to the fixing surface 3 according to the present invention. The surface of the structural part 2 that is adjacent via the
固定部4は、ねじ山付きロッドの形のアンカ7を有している。このアンカ7は、構造部分2に設けられた孔(図示せず)に合成樹脂モルタルによって固定されている、即ち材料接続的に固定されている。基本的に、例えば(開き)だぼ又はアンダカット付きアンカを備えた別の固定部も可能である(図示せず)。固定部は縁部付近、即ち縁部からの距離が約30mm〜50mmの所に配置されている。縁部からの距離がより大きな場合(又はより小さな場合)でも、本発明による固定装置は可能である。本発明の意味での縁部付近とは、縁部からの絶対距離を指すよりもむしろ、アンカ7の横方向負荷に際する構造部分2の亀裂の危険性によって規定されている、つまり、アンカ7による横方向負荷に基づいて破片がアンカ7と共に構造部分2から脱落する危険性によって規定されている。この危険性は、縁部からの距離が大きな場合は生じないか、いずれにしろ極めて低い。
The fixing part 4 has an
固定部4の領域では、補強部8が材料接続的に構造部分2に取り付けられている。補強部8は繊維補強部であり、この繊維補強部は繊維マット(繊維スクリム)9を有している。繊維は例えばガラス繊維、炭素繊維、プラスチック繊維又は金属繊維であってよい。繊維マット9は固定部4を取り囲んで、縁部5で構造部分2の縁面6に向かって折り曲げられている。固定面3において繊維マット9は縁部5から、つまり構造部分2の縁部から固定部4を越えて内側に達している。繊維マット9には合成樹脂モルタル10が浸透しており、この合成樹脂モルタル10によって繊維マット9は構造部分2と材料接続的に結合されている。固定部4が構造部分2の角隅部に位置している場合は、補強部8が固定面3から、当該角隅部を形成する2つの隣接した縁面へと載置され且つ接着される(図示せず)。固定部4は、例えば手すり(図示せず)を固定するために役立ち、縁部に対して横方向又は縁部から離反する方向に向けられた横方向負荷に晒されていてよい。補強部8は、固定部4のこのような横方向負荷に際して、構造部分2の亀裂のリスクを低下させる。固定部4は、構造部分2の縁部付近に配置可能である。
In the region of the fixing part 4, the reinforcing part 8 is attached to the structural part 2 in a material-connected manner. The reinforcing portion 8 is a fiber reinforcing portion, and this fiber reinforcing portion has a fiber mat (fiber scrim) 9. The fibers can be, for example, glass fibers, carbon fibers, plastic fibers or metal fibers. The fiber mat 9 surrounds the fixing portion 4 and is bent at the
固定装置1の製作は、本発明では繊維マット9を固定面3と縁面6とに接着し、アンカロッド7用の孔を穿孔し、このアンカロッド7を合成樹脂モルタルで以て孔に固定することにより行われる。逆に、最初に固定部4を製作してから、補強部8を構造部分2に接着してもよい。有利には、補強部8の繊維が縁部5に対して、つまり構造部分2の縁部に対してほぼ直角に延在するように、繊維方向が選択される。
In the present invention, the fixing device 1 is manufactured by adhering the fiber mat 9 to the fixing surface 3 and the edge surface 6, drilling a hole for the
1 固定装置、 2 構造部分、 3 固定面、 4 固定部、 5 縁部、 6 縁面、 7 アンカ、8 補強部、9 繊維マット、 10 合成樹脂モルタル DESCRIPTION OF SYMBOLS 1 Fixing device, 2 Structure part, 3 Fixing surface, 4 Fixing part, 5 Edge part, 6 Edge surface, 7 Anchor, 8 Reinforcement part, 9 Fiber mat, 10 Synthetic resin mortar
Claims (6)
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
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DE102006008658A DE102006008658A1 (en) | 2006-02-24 | 2006-02-24 | mounting assembly |
Publications (1)
Publication Number | Publication Date |
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JP2007224712A true JP2007224712A (en) | 2007-09-06 |
Family
ID=37964369
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP2007044196A Pending JP2007224712A (en) | 2006-02-24 | 2007-02-23 | Fixing device and method of manufacturing the fixing device |
Country Status (9)
Country | Link |
---|---|
US (1) | US20070199264A1 (en) |
EP (1) | EP1826328B1 (en) |
JP (1) | JP2007224712A (en) |
CN (1) | CN101024978A (en) |
AT (1) | ATE415526T1 (en) |
DE (2) | DE102006008658A1 (en) |
DK (1) | DK1826328T3 (en) |
ES (1) | ES2317596T3 (en) |
PL (1) | PL1826328T3 (en) |
Families Citing this family (1)
Publication number | Priority date | Publication date | Assignee | Title |
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US10508434B2 (en) * | 2017-08-25 | 2019-12-17 | Nutech Ventures | Mechanical connection for concrete structures |
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-
2007
- 2007-02-14 DK DK07003090T patent/DK1826328T3/en active
- 2007-02-14 DE DE502007000242T patent/DE502007000242D1/en active Active
- 2007-02-14 EP EP07003090A patent/EP1826328B1/en not_active Not-in-force
- 2007-02-14 ES ES07003090T patent/ES2317596T3/en active Active
- 2007-02-14 PL PL07003090T patent/PL1826328T3/en unknown
- 2007-02-14 AT AT07003090T patent/ATE415526T1/en active
- 2007-02-19 US US11/676,419 patent/US20070199264A1/en not_active Abandoned
- 2007-02-23 JP JP2007044196A patent/JP2007224712A/en active Pending
- 2007-02-25 CN CNA2007100058021A patent/CN101024978A/en active Pending
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Also Published As
Publication number | Publication date |
---|---|
US20070199264A1 (en) | 2007-08-30 |
DE102006008658A1 (en) | 2007-09-20 |
EP1826328B1 (en) | 2008-11-26 |
EP1826328A1 (en) | 2007-08-29 |
ATE415526T1 (en) | 2008-12-15 |
ES2317596T3 (en) | 2009-04-16 |
DE502007000242D1 (en) | 2009-01-08 |
PL1826328T3 (en) | 2009-04-30 |
CN101024978A (en) | 2007-08-29 |
DK1826328T3 (en) | 2009-03-30 |
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