CN100469566C - Fiber reinforced composite sheathing for storm protection - Google Patents
Fiber reinforced composite sheathing for storm protection Download PDFInfo
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- CN100469566C CN100469566C CNB028204042A CN02820404A CN100469566C CN 100469566 C CN100469566 C CN 100469566C CN B028204042 A CNB028204042 A CN B028204042A CN 02820404 A CN02820404 A CN 02820404A CN 100469566 C CN100469566 C CN 100469566C
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- Prior art keywords
- fibre
- high strength
- layer
- composite
- building structure
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Classifications
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- F—MECHANICAL ENGINEERING; LIGHTING; HEATING; WEAPONS; BLASTING
- F41—WEAPONS
- F41H—ARMOUR; ARMOURED TURRETS; ARMOURED OR ARMED VEHICLES; MEANS OF ATTACK OR DEFENCE, e.g. CAMOUFLAGE, IN GENERAL
- F41H5/00—Armour; Armour plates
- F41H5/02—Plate construction
- F41H5/04—Plate construction composed of more than one layer
- F41H5/0471—Layered armour containing fibre- or fabric-reinforced layers
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- B—PERFORMING OPERATIONS; TRANSPORTING
- B32—LAYERED PRODUCTS
- B32B—LAYERED PRODUCTS, i.e. PRODUCTS BUILT-UP OF STRATA OF FLAT OR NON-FLAT, e.g. CELLULAR OR HONEYCOMB, FORM
- B32B5/00—Layered products characterised by the non- homogeneity or physical structure, i.e. comprising a fibrous, filamentary, particulate or foam layer; Layered products characterised by having a layer differing constitutionally or physically in different parts
- B32B5/02—Layered products characterised by the non- homogeneity or physical structure, i.e. comprising a fibrous, filamentary, particulate or foam layer; Layered products characterised by having a layer differing constitutionally or physically in different parts characterised by structural features of a fibrous or filamentary layer
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- B—PERFORMING OPERATIONS; TRANSPORTING
- B32—LAYERED PRODUCTS
- B32B—LAYERED PRODUCTS, i.e. PRODUCTS BUILT-UP OF STRATA OF FLAT OR NON-FLAT, e.g. CELLULAR OR HONEYCOMB, FORM
- B32B2305/00—Condition, form or state of the layers or laminate
- B32B2305/08—Reinforcements
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- B—PERFORMING OPERATIONS; TRANSPORTING
- B32—LAYERED PRODUCTS
- B32B—LAYERED PRODUCTS, i.e. PRODUCTS BUILT-UP OF STRATA OF FLAT OR NON-FLAT, e.g. CELLULAR OR HONEYCOMB, FORM
- B32B2305/00—Condition, form or state of the layers or laminate
- B32B2305/10—Fibres of continuous length
- B32B2305/18—Fabrics, textiles
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- B—PERFORMING OPERATIONS; TRANSPORTING
- B32—LAYERED PRODUCTS
- B32B—LAYERED PRODUCTS, i.e. PRODUCTS BUILT-UP OF STRATA OF FLAT OR NON-FLAT, e.g. CELLULAR OR HONEYCOMB, FORM
- B32B2307/00—Properties of the layers or laminate
- B32B2307/50—Properties of the layers or laminate having particular mechanical properties
- B32B2307/558—Impact strength, toughness
Abstract
A composite suitable as an integral portion of a building affording protection from wind blown debris such as from a tornado comprises a first layer of fabric of high strength fibers bonded with a resin and a second layer of a structural sheathing material such as plywood.
Description
Technical field
The present invention relates to use high strength lamination composite decking to come wall and door are strengthened, thereby prevent penetrating of wind-borne debris (as the fragment of serious storm incident (particularly cyclone) generation).
Background of invention
In the area that is easy to take place cyclone or hurricane, when serious storm incident took place, storm shelters and basement were absolutely necessary to safe sanctuary is provided.These blindages normally are made of the masonry construction of cast concrete, steel reinforced or heavy sheet metal.The details that is fit to the design of storm shelters and basement is specified in the publication at federal emergency management place (FEMA) as " hiding storm " (Taking Shelter from the Storm)-publication 320 and " design of community's blindage and building guide " (Design and Construction Guidance forCommunity Shelters)-publication 361.Present design depends on uses common heavy construction material such as concrete and reinforcing bar, to resist the wind-borne debris that produces in the storm.
Present design is not easy to be dissolved in the current architectural practice, and makes the weight of wall construction significantly increase.Timber structure scheme described in the FEMA publication 320 requires to provide continuous cover plate with entity masonry construction infilled wall wall part or with No. 14 steel plates.The door of these blindages requires to strengthen so that the required resistance that penetrates to be provided with minimum No. 14 sheet metals.These scheme troubles are difficult to install and are difficult to carry out field condition and implement.As for door, present scheme makes door weigh and poor aesthetics.
Clemson university has submitted one piece to federal emergency management place and has been entitled as the report of " enhanced protection of serious storm " (Enhanced Protection for Severe WindStorms) on May 31st, 2000, it has described other several reinforcement blindage wall to resist the method for wind-borne debris.Comprising using 4 walls (numerical value 9,10,11 and 17), they are to use
Cloth is made.Figure 12 of the 36th page shown resistance to impact that these flexible cloths provide less than satisfy " the national performance standard of cyclone blindage " required 44%.The resistance to impact that method provided that this research institute proposes is less than 60% of national performance standard.
Need a kind of method that wall and door are strengthened especially, described wall and door have the cover plate of in light weight and suitable field work, fully to resist penetrating of wind-borne debris (as the fragment that cyclone and hurricane were produced).Yet the wind speed that cyclone produces can surpass 200 miles per hours, and it substantially exceeds the wind speed that hurricane produces.Therefore especially the cover plate that needs this in light weight and suitable field work is to stand the wind-borne debris that higher cyclone wind speed produces.
Summary of the invention
The present invention relates to:
A kind of composite, it comprises:
(a) ground floor of making by fabric, it contains the coherent high strength fibre of useful resin, wherein according to FEMA publication 320 (the 1st revised edition, particularly scheme AG-5 and 14), on described ground floor, cover 3/4 inch glued board of one deck, be fixed on the framework with the #10d nail, according to ASTM testing procedure E1886-97 use 6.8 kilograms of (15 pounds) bullets with 161 kilometers (100 miles)/hour speed it is clashed into, described ground floor will be offset (deflect) 5.0-17.5 centimetre and
(b) second layer of making by the structure cover plate.
This material is particularly suitable for suffering the area of wind-borne debris (produced by hurricane, and produced by the quite high cyclone of wind speed) to make up storm shelters and house in the world.
Detailed Description Of The Invention
When the material of building of wind-borne debris (fragment that produces as the cyclone that is surpassed 200 miles per hours by wind speed) was resisted in formation, requisite raw material was a kind of fabric that contains high strength fibre.Described fabric can be woven or not be woven, however woven fabric preferably.High strength fibre is that high strength fibre known and used herein is meant that toughness is that 10g/dtex and stretch modulus are the fiber of 150g/dtex at least at least.Yarn can be by making such as the fiber of aromatic polyamides, polyolefin, polybenzoxazole, polybenzothiozole, glass etc., and can be made by the mixture of these yarns.
Described fabric can comprise the aramid fibre up to 100%." aromatic polyamides " is meant a kind of polyamide, and wherein (CO-NH-) key directly links to each other with two aromatic rings at least 85% acid amides.The case description of aramid fibre is at " staple fibre science and technology 1 " (Man-MadeFibers-Science and Technologyl) the 2nd volume, the joint that is entitled as " aromatic polyamides that forms fiber ", the 297th page, people such as W.Black, Interscience publishing house, 1968.Aramid fibre also is disclosed in United States Patent (USP) 4,172, and 938,3,869,429,3,819,587,3,673,143,3,354,127 and 3,094,511.
Right-aromatic polyamides is a polymer common in the aramid yarns, and poly-(right-the phenylene terephthalamide) is a kind of common right-aromatic polyamides (PPD-T).PPD-T is meant the homopolymers that is obtained by mole of polymerized such as right-phenylenediamine and paraphthaloyl chlorides, also refers to the copolymer that is obtained by right-phenylenediamine that adds a small amount of other diamines and the paraphthaloyl chloride that adds a small amount of other diacid chloride.In general, amount with right-phenylenediamine or paraphthaloyl chloride is a benchmark, other diamines and other diacid chloride can use up to the amount of about 10mol%, perhaps can be high slightly, as long as other diamines and diacid chloride do not disturb the reactive group of described polymerisation.PPD-T also refers to the copolymer that has other aromatic diamine and other aromatic dicarboxylic acid chloride (for example 2,6-naphthoyl chloride or chloro-or dichloro paraphthaloyl chloride or 3,4-diamino-diphenyl ether) to make by adding.
" polyolefin " is meant polyethylene or polypropylene.Polyethylene is meant and is mainly linear polythene material, preferred molecular weight is greater than 1,000,000, can contain a spot of side chain or comonomer, their amount is no more than 5 modification unit in per 100 backbone c atoms, and polyethylene can also be mixed be no more than about 50 weight % one or more polymeric additives (as alkene-1-polymer, particularly low density polyethylene (LDPE), propylene etc.) or low molecular weight additives, as the antioxidant of common adding, lubricant, ultraviolet screening agent, colouring agent etc.These are referred to as to prolong the polyethylene (ECPE) of chain usually.Equally, polypropylene is a kind of linear polypropylene material that is mainly, and preferred molecular weight is greater than 1,000,000.The commercially available acquisition of high molecular weight linear polyolefin fibers.
Polybenzoxazole and polybenzothiozole preferably are made of the polymer with following structure:
Although shown in the aryl that links to each other with nitrogen-atoms can be heterocycle, they are carbocyclic ring preferably; Although and they can be to condense or the polycyclic system of uncondensed the hexatomic ring that they are preferably single.Although at the group shown in the main chain of diazole system is preferably right-phenylene, this group can not disturbed any divalent organic group of the preparation of this polymer to substitute, and does not perhaps have such group at all.For example, this group can be aliphatic series, toluylene, biphenylene, two phenylenes up to 12 carbon atoms etc.
Another requirement of the present invention is to use a resin to carry out bonding to the single fiber of the high strength fibre in the used fabric.Described resin can be selected from various components such as polyethylene, ionomer, polypropylene, nylon, polyester, vinyl esters, epoxy and phenoplasts and thermoplastic elastomer (TPE).
Described resin can be coated on the described fabric that contains high strength fibre by coating or dipping (for example under the pressure).
Yet key of the present invention is the combination with fabric/resin of high strength fibre.Find that in the time of on being securely fixed in carrier material, this combination must possess excursion capability within the specific limits.
Therefore, when the national performance standard according to the cyclone blindage (is replenished for the first time, FEMA, on May 28th, 1999) uses ASTM assay method E1886-97, when measuring, described high strength fabric/resin combination must have excursion capability to be entitled as " exterior window, some wall, door and storm shutter impacted by fly bomb and be exposed to the standard determination method of the performance in circulation pressure reduction following time ".The main points of this test comprise the installation testing sample, at this is the combination with fabric/resin of high strength fibre, with one with 161 kilometers (100 miles)/hour 6.8 kilograms of (15 pounds) 2 * 4 fly bombs bump samples advancing of speed, and observe and measure these test results.At various requirement, ASTM testing procedure E1886-97 has different regulations, as uses 2 * 4 wooden fly bombs, fly bomb puopulsion equipment, velocity determination system and use high-speed video or photography camera.Be understood that, test procedure herein relates to the #10d common nails any specimen (being high strength fabric/resin combination) and one deck 3/4-inch glued board (according to FEMA publication 320 (the 1st revised edition, particularly scheme AG-5 and 14) described in the plug pin arrangement sets at interval) be fixed on the framework of building according to above-mentioned publication, wherein glued board is as the outermost layer of described framework.Clash into the face veneer of described wall system then at the center of one of two middle part standard widths of a room in an old-style house (middle bay).Described 2 * 4 wooden fly bombs are used suitable sign mark so that follow the tracks of the degree of depth that bullet penetrates.The degree of depth that should settle photography or video camera to penetrate with the monitoring bullet, and this camera should have the minimum frame frequency of 1000 frame/seconds.
According to described determination step, the fabric combination that contains the resin bonded high strength fibre will be offset 5.0-17.5cm.More preferably should be offset in the scope of 8.0-16.0cm, most preferably 10.0-15.0cm.This drift rate can decide by its final use in building structure.For example, may not be preferred at the peak excursion of fabric/resin combination described in the house, this is because occupant and the very near cause of distance that contains the wall of this fabric/resin combination.And the smallest offset in the top scope may need to increase the thickness of fabric, makes the cost of building raise like this.Fabric used herein comprises the multilayer cloth.The said skew of this paper (deflection) is meant that the maximum of separating between described high strength fabric/resin combination and the structure cover plate measures distance.Be understood that this mensuration must carry out in conjunction with the high-speed photography art.For illustration purpose, for the measurement of skew, during the determination step that uses bullet, some bendings may take place in the structure cover plate.Measured skew is meant the distance between high strength fabric/resin combination and the crooked cover plate part.This distance can be according to photography or the videograph looked back between aforementioned test period, determines the depth capacity that penetrates in the whole process, and the thickness that deducts the structure cover plate is determined.
For the fabric that contains high strength fibre (promptly
Aromatic polyamides) and being used of glued board, in Clemson university report (quoting in the background of the present invention), measured.Yet, can penetrate described fully with the speed of 73 miles per hours with 9 pounds of bullets according to the determination step of this report
Aramid/plywood.
In the present invention, because another purpose of this combination is the structure-reinforced of wall or door, the combination that therefore contains the fabric/resin of high strength fibre will be used with structure cover plate materials or other structure cover plate materials based on timber.Term " structure cover plate " comprises any materials that the structural construction carrier is provided.Preferable material is a timber, glued board particularly, and this is because it is extensive use of in building industry.Yet known have the structure cover plate of other material to be used as the building carrier: a representative instance is a fiberboard of using cement reinforcement.Described fabric/resin combination normally flexible and will use together with cover plate (for purpose of description, cover plate can be 0.65cm (0.25 inch) at least, and preferred purpose in order to support, be 1.27cm (0.5 inch)) at least.The type of structure cover plate to of the present invention successfully be not critical.This cover plate can be solid, for example derives from hard or soft wood, perhaps can be complex form (as glued board) or non-timber cover plate (as the fiberboard of cement reinforcement).As practical problem, only consider cost, it is believed that the present invention will use with glued board in most of purposes, this is because glued board is the common used material in the wall construction.Described structure cover plate does not have maximum ga(u)ge, and the structure cover plate can be used as exterior wall or faces exterior wall in building structure, and the combinatorial surface of fabric/resin is promptly for example protected occupant's room to the inside of building.
Therefore when making up the room of a protectiveness blindage or one or more inhabitations, have a mind to, so that this fragment clashed into timber and suppresses the skew of fabric/resin combination before contact fabric/resin combination with the direction of described structure cover plate in the face of any wind-borne debris.Be understood that owing to can use traditional architecture structure and technology, so the present invention is useful especially with structure cover plate.
It should be noted that public use aramid fiber/wood combination is as the covering on wall, ceiling and the floor of gallery in German DE 195 12582.Yet, among the requirement of resisting high speed/low weight bullet in the shooting range and the present invention to the wall skew with to resist the requirement that penetrates of the wind-borne debris of being brought by the wind speed that surpasses 200 miles per hours different fully.
In order to further describe the present invention, following examples are provided.
Embodiment
Embodiment 1
Between 2 layer of 0.0045 thick film making by the ionomer polyvinyl resin, by the plain weave fabric of made by aramid fibre 3 layer 458.1 gram/square metre (13.5 ounce per square yard) is piled up, make the long fiber reinforced composite liner plate in one 0.915 meter (3-foot) wide * 1.22 meter (4-foot).The stacking material of gained fabric and resin is placed on one to be preheated in the hydrothermal solution press of 300 ℉.Pile up material to this and apply 1.10 * 10
6The pressure of Pa (160psi) continues 1 hour, with the polymeric outer layer fusion and make its immersion place therebetween tissue layer.Then hydraulic press is cooled to below 150 ℉ and release pressure.
The gained liner plate is pinned on the wooden frame that is made by 2 * 4 framework materials, described in FEMA publication 320.Use the electronic nail of #10 that this composite liner is fixed on the described wooden frame, simultaneously one 3/4 ＂ glued board individual layers are covered treating on the striking face of this liner plate.
The gained wallboard is fixed on the rigidity gage frame, makes the both sides of wallboard all have 0.915 meter (3-foot) size to be supported fully.Clash into this sample with 6.8 kilograms (15-1b) 2 * 4 wooden bullets with the pace of 161 kilometers/hour (100mph), (to replenish for the first time near the national performance standard that satisfies the cyclone blindage, the ability of " to the wind fly bomb bump patience of blindage wall and ceiling " regulation FEMA, on May 28th, 1999).Bombard preparation and shooting according to ASTM E 1886-97.
This wallboard has stoped penetrating of bullet, and is desired as the FEMA regulation, and bullet is rebounded.The high speed photograph of taking in knockout process shows that bullet penetrated the about 15.2cm of wall before being rebounded.The skew that calculates this composite liner is 13.4cm.Layer of plywood in the wall outside shows only local impaired around the bullet inlet point.
Embodiment 2
Pile up with 4 layers of 0.0045 thick film of making by ionomer polymerization polyvinyl resin by the 339.4 gram/plain weave fabric of square metre (10 ounce per square yard) that 7 layers are made by the S-2 glass fibre, make the composite liner of the long fibre strengthening in one 0.915 meter (3-foot) wide * 1.22 meter (4-foot).The stacking material of gained fabric and resin is placed on one to be preheated in the hydrothermal solution press of 300 ℉.Pile up material to this and apply 1.10 * 10
6The pressure of Pa (160psi) continues 1 hour, with the polymer fusion and make its immersion place therebetween tissue layer.Then this hydraulic press is cooled to the following and release pressure of 150 ℉.
The gained liner plate is pinned on the wooden frame that is made by 2 * 4 framework materials, described in FEMA publication 320.Use the electronic nail of #10 that described composite liner is fixed on this wooden frame, simultaneously one 3/4 ＂ glued board individual layers are covered treating on the striking face of this liner plate.
The gained wallboard is fixed on the rigidity gage frame, makes the both sides of wallboard all have 3-foot size to be supported fully.Clash into this sample with 6.8 kilograms (15-1b) 2 * 4 wooden bullets with the pace of 161 kilometers/hour (100mph), thereby (replenish for the first time near the national performance standard that satisfies the cyclone blindage, the ability of " to the wind fly bomb bump patience of blindage wall and ceiling " regulation FEMA, on May 28th, 1999).Bombard preparation and shooting according to ASTM E1886-97.
This wallboard has stoped penetrating of bullet, and is desired as the FEMA regulation, and bullet is rebounded.The high speed photograph of taking in knockout process shows that bullet penetrated the about 11.4cm of wall before being rebounded.The skew that calculates this composite liner is 9.6cm.Layer of plywood in the wall outside shows only local impaired around the bullet inlet point.
The contrast of embodiment 3-dry fabric
By sew up the plain weave fabric of 3 layer of 458.1 gram/square metre (13.5 ounce per square yard) making by aramid fibre at the edge, make the long dry fabric lining material in one 0.915 meters (3-foot) wide * 1.22 meter (4-foot).
Gained fabric bag is pinned on the wooden frame that is made by 2 * 4 framework materials, described in FEMA publication 320.Use the electronic nail of #10 that described fabric liner plate is fixed on this wooden frame, simultaneously one 3/4 ＂ glued board individual layers are covered treating on the striking face of this liner plate.
The gained wallboard is fixed on the rigidity gage frame, makes the both sides of wallboard all have 3-foot size to be supported fully.Clash into this sample with 6.8 kilograms (15-1b) 2 * 4 wooden bullets with the pace of 161 kilometers/hour (100mph), thereby (replenish for the first time near the national performance standard that satisfies the cyclone blindage, the ability of " to the wind fly bomb bump patience of blindage wall and ceiling " regulation FEMA, on May 28th, 1999).Bombard preparation and shooting according to ASTM E1886-97.
This wallboard has stoped penetrating of bullet, and is desired as the FEMA regulation, and bullet is rebounded.The high speed photograph of taking in knockout process shows that bullet penetrated the about 17.8cm of wall before being rebounded.The skew that calculates this composite liner is 16cm, and it manys 2.6cm than the skew of the composite liner among the embodiment 1 that contains resin.Layer of plywood in the wall outside also shows the cracking that obviously surpasses rum point.Fabric around the fastenings is also obviously pulled out.
Embodiment 4-contrast
Buy the long fiber reinforced composite liner plate in one 1.22 meters (4-foot) wide * 2.44 meter (8-foot) from Sioux Manufacturing Company, it is to be made by the plain weave aromatic poly-amide fabric that is coated with phenolic resins of 3 layer of 458.1 gram/square metre (13.5 ounce per square yard), and carries out molded according to the description about the shellproof armor among the MIL-L-6247A.
The gained liner plate is pinned on the wooden frame that is made by 2 * 4 framework materials, described in FEMA publication 320.Use the electronic nail of #10 that described composite liner is fixed on this wooden frame, simultaneously 2 layer of 3/4 ＂ glued board covered treating on the striking face of this liner plate.
The gained wallboard is fixed on the rigidity gage frame, and making has 1.22 meters (4-foot) sizes to be supported fully on the wallboard.Clash into this sample with 6.8 kilograms (15-1b) 2 * 4 wooden bullets with the pace of 161 kilometers/hour (100mph), thereby (replenish for the first time near the national performance standard that satisfies the cyclone blindage, the ability of " to the wind fly bomb bump patience of blindage wall and ceiling " regulation FEMA, on May 28th, 1999).Bombard preparation and shooting according to ASTM E1886-97.
This wall does not stop penetrating of bullet, and is desired as the FEMA regulation, and its 2x 4 wooden bullets itself also embed in this wall.
Embodiment 5
By piling up the phenolic aldehyde prepreg (prepreg) of 3 layers of 458.1 gram/square metre (13.5 ounce per square yard) plain weave fabric that makes by aramid fibre of producing according to Mil Spec MIL-L-62474, make the fiber reinforced composite liner plate that one 0.915 meter (3-foot) wide * 1.22 meter (4-foot) are grown.This prepreg stacking material is placed on one to be preheated in the hydrothermal solution press of 330 ℉.Pile up material to this and apply 1.10 * 10
6(MIL-L-62474 is desired relatively is 1.38 * 10 to the pressure of Pa (160psi)
6Pa (200psi)) continues 30 minutes with resin solidification.Then this hydraulic press is cooled to the following and release pressure of 150 ℉.The gained material ratio is more pliable and tougher according to the commercially available laminate of military requirement compacting.
The gained liner plate is pinned on the wooden frame that is made by 2 * 4 framework materials, described in FEMA publication 320.Use the electronic nail of #10 that described composite liner is fixed on this wooden frame, simultaneously one 3/4 ＂ glued board individual layers are covered treating on the striking face of this liner plate.
The gained wallboard is fixed on the rigidity gage frame, makes the both sides of wallboard all have 0.915 meter (3-foot) size to be supported fully.Clash into this sample with 6.8 kilograms (15-1b) 2 * 4 wooden bullets with the pace of 161 kilometers/hour (100mph), thereby (replenish for the first time near the national performance standard that satisfies the cyclone blindage, the ability of " to the wind fly bomb bump patience of blindage wall and ceiling " regulation FEMA, on May 28th, 1999).Bombard preparation and shooting according to ASTM E 1886-97.
This wallboard has stoped penetrating of bullet, and is desired as the FEMA regulation, and bullet is rebounded.The high speed photograph of taking in knockout process shows that bullet penetrated the about 10.2cm of wall before being rebounded.The skew that calculates this composite liner is 8.4cm.Layer of plywood in the wall outside shows only local impaired around the bullet inlet point.
Claims (15)
1, a kind of composite, it comprises:
(a) ground floor of making by fabric, it contains the coherent high strength fibre of useful resin, wherein according to the figure AG-5 and 14 of the 1st revised edition of FEMA publication 320, on described ground floor, cover 3/4 inch glued board of one deck, be fixed on the framework with the #10d nail, use 6.8 kilograms of bullets it to be clashed into according to ASTM testing procedure E1886-97 with 161 kilometers/hour speed, described ground floor will be offset 5.0-17.5 centimetre and
(b) second layer of being made by the structure cover plate, this second layer are glued board.
2, composite as claimed in claim 1, wherein said skew is in 8.0-16.0 centimetre scope.
3, composite as claimed in claim 1, wherein said high strength fibre is selected from aramid fibre, glass fibre, polyethylene fibre, vinal, polyacrylic fiber, polybenzazole fiber or carbon fiber.
4, composite as claimed in claim 1, wherein said high strength fibre comprises aromatic polyamides.
5, composite as claimed in claim 1, wherein said high strength fibre is a glass.
6, composite as claimed in claim 1, wherein said second layer thickness is at least 0.65 centimetre.
7, a kind of building structure, the part of described structure comprises composite composed as follows:
(a) ground floor of making by fabric, it contains the coherent high strength fibre of useful resin, wherein according to the figure AG-5 and 14 of the 1st revised edition of FEMA publication 320, on described ground floor, cover 3/4 inch glued board of one deck, be fixed on the framework with the #10d nail, use 6.8 kilograms of bullets it to be clashed into according to ASTM testing procedure E1886-97 with 161 kilometers/hour speed, described ground floor will be offset 5.0-17.5 centimetre and
(b) second layer of being made by the structure cover plate, this second layer are glued board,
Wherein said ground floor is in the face of the inside of described structure, and the skin of described structure is faced or comprised to the described second layer.
8, building structure as claimed in claim 7, wherein said structure division comprises wall.
9, building structure as claimed in claim 7, wherein said structure division comprises ceiling.
10, building structure as claimed in claim 7, the thickness of the second layer that wherein said structure cover plate is made is at least 0.65 centimetre.
11, building structure as claimed in claim 7, wherein said skew is in 8.0-16.0 centimetre scope.
12, building structure as claimed in claim 7, wherein said high strength fibre is selected from aramid fibre, glass fibre, polyethylene fibre, vinal, polyacrylic fiber, polybenzazole fiber or carbon fiber.
13, building structure as claimed in claim 7, wherein said high strength fibre comprises aromatic polyamides.
14, building structure as claimed in claim 7, wherein said high strength fibre is a glass.
15, building structure as claimed in claim 7, the thickness of the wherein said second layer is at least 1.27 centimetres.
Applications Claiming Priority (2)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| US09/977,648 US20030079430A1 (en) | 2001-10-15 | 2001-10-15 | Fiber reinforced composite sheathing for storm protection |
| US09/977,648 | 2001-10-15 |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN1571724A CN1571724A (en) | 2005-01-26 |
| CN100469566C true CN100469566C (en) | 2009-03-18 |
Family
ID=25525363
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CNB028204042A Expired - Fee Related CN100469566C (en) | 2001-10-15 | 2002-10-11 | Fiber reinforced composite sheathing for storm protection |
Country Status (9)
| Country | Link |
|---|---|
| US (2) | US20030079430A1 (en) |
| EP (1) | EP1448372A1 (en) |
| JP (1) | JP2005506217A (en) |
| KR (1) | KR20050035160A (en) |
| CN (1) | CN100469566C (en) |
| BR (1) | BR0213648A (en) |
| CA (1) | CA2462440A1 (en) |
| MX (1) | MXPA04003482A (en) |
| WO (1) | WO2003033252A1 (en) |
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| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US20040103614A1 (en) * | 2002-12-03 | 2004-06-03 | Hanks Jeffrey Alan | Composite for storm protection |
| US20040123541A1 (en) * | 2002-12-27 | 2004-07-01 | Jewett Scott E. | Reinforced wall structure for blast protection |
| US20040177568A1 (en) * | 2003-01-21 | 2004-09-16 | Hanks Jeffrey Alan | Protective wall panel assembly |
| US7562508B2 (en) * | 2003-11-07 | 2009-07-21 | Martin Marietta Materials, Inc. | Shelter and associated method of assembly |
| EP1825044A4 (en) * | 2004-12-16 | 2011-11-09 | Martin Marietta Materials Inc | Ballistic panel and method of making the same |
| US20060150554A1 (en) * | 2005-01-13 | 2006-07-13 | Hanks Jeffrey A | Composite for protection against wind and wind blown debris |
| US20070151186A1 (en) * | 2005-12-29 | 2007-07-05 | Hanks Jeffrey A | Protective wall panel assembly |
| US8039102B1 (en) | 2007-01-16 | 2011-10-18 | Berry Plastics Corporation | Reinforced film for blast resistance protection |
| US7763556B2 (en) | 2007-01-24 | 2010-07-27 | Honeywell International Inc. | Hurricane resistant composites |
| US7805897B2 (en) | 2007-06-25 | 2010-10-05 | Jhrg, Llc | Storm panel for protecting windows and doors during high winds |
| US7900408B2 (en) * | 2007-06-25 | 2011-03-08 | Jhrg, Llc | Storm panel for protecting windows and doors during high winds |
| US20080313980A1 (en) * | 2007-06-25 | 2008-12-25 | Jhrg, Llc | Zippered storm panel system for windows and doors |
| US20090004430A1 (en) * | 2007-06-27 | 2009-01-01 | Cummins Toney K | Reinforced elastomeric configuration tailored to meet a user's requirements for protecting a structure and a structure comprised thereof |
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| CN101469514B (en) * | 2007-12-28 | 2013-04-10 | 华海船用货物通道设备公司 | Non-metallic material heavy duty hatch cover support piece for ship and method of producing the same |
| US20110005695A1 (en) * | 2008-03-03 | 2011-01-13 | Nicholas Boone | Transportable Modular System Permitting Isolation of Assets |
| BRPI0919335A2 (en) | 2008-09-23 | 2015-12-29 | Upm Kymmene Wood Oy | glue line material for wood plank and wood plank |
| US8925261B1 (en) | 2011-06-01 | 2015-01-06 | Wesley Kouba | Storm shelter |
| US8661746B1 (en) | 2011-06-01 | 2014-03-04 | Wesley Kouba | Elliptical-shaped storm shelters |
| EP2556952A1 (en) * | 2011-08-09 | 2013-02-13 | Hofer Parkett Handels GmbH | Plate |
| US9790406B2 (en) | 2011-10-17 | 2017-10-17 | Berry Plastics Corporation | Impact-resistant film |
| CN105172268A (en) * | 2015-08-31 | 2015-12-23 | 天津工业大学 | Low-melting-point fiber-based thermoplastic type fiber-reinforced composite plate used for wood and preparation method |
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| US3094511A (en) * | 1958-11-17 | 1963-06-18 | Du Pont | Wholly aromatic polyamides |
| US3354127A (en) * | 1966-04-18 | 1967-11-21 | Du Pont | Aromatic copolyamides |
| US3819587A (en) * | 1969-05-23 | 1974-06-25 | Du Pont | Wholly aromatic carbocyclic polycarbonamide fiber having orientation angle of less than about 45{20 |
| US3673143A (en) * | 1970-06-24 | 1972-06-27 | Du Pont | Optically anisotropic spinning dopes of polycarbonamides |
| US3869429A (en) * | 1971-08-17 | 1975-03-04 | Du Pont | High strength polyamide fibers and films |
| JPS53294A (en) * | 1976-06-23 | 1978-01-05 | Teijin Ltd | Preparation of aromatic polyamide with high degree of polymerization |
| US4241555A (en) * | 1978-05-30 | 1980-12-30 | Radva Plastics Corporation | Composite panel structure and method of manufacture |
| US4404889A (en) * | 1981-08-28 | 1983-09-20 | The United States Of America As Represented By The Secretary Of The Army | Composite floor armor for military tanks and the like |
| GB2191147B (en) * | 1986-06-03 | 1991-01-23 | Robert George Quested Sha Hill | High impact resistant panel |
| US4822657A (en) * | 1987-01-08 | 1989-04-18 | Alliance Wall Corporation | Bullet resistant panel |
| US5006390A (en) * | 1989-06-19 | 1991-04-09 | Allied-Signal | Rigid polyethylene reinforced composites having improved short beam shear strength |
| US5330820A (en) * | 1989-07-13 | 1994-07-19 | Alliedsignal Inc. | Ballistic resistant composition article having improved matrix system |
| US5254387A (en) * | 1990-09-10 | 1993-10-19 | Daniel Gallucci | High strength multi-layered tape |
| US5565257A (en) * | 1993-03-24 | 1996-10-15 | Tingley; Daniel A. | Method of manufacturing wood structural member with synthetic fiber reinforcement |
| US5648138A (en) * | 1993-03-24 | 1997-07-15 | Tingley; Daniel A. | Reinforced wood structural member |
| GB9307325D0 (en) * | 1993-04-07 | 1993-06-02 | Courtaulds Aerospace Ltd | Ballistic armour sandwiched composites |
| DE19512582C2 (en) * | 1994-04-12 | 2001-02-15 | Akzo Nobel Nv | Linings for indoor shooting ranges |
| US5534343A (en) * | 1994-07-15 | 1996-07-09 | Supracor Systems, Inc. | Flexible ballistic resistant article having a thermoplastic elastomeric honeycomb panel |
| US5733643A (en) * | 1995-10-11 | 1998-03-31 | P.G. Products, Inc. | Physical barrier composite material |
| US6089300A (en) * | 1997-01-06 | 2000-07-18 | Owens Corning Fiberglas Technology, Inc. | Protective coverings |
| US6125905A (en) * | 1997-08-26 | 2000-10-03 | Owens Corning Fiberglas Technology, Inc. | Protective coverings |
| US6009790A (en) * | 1998-02-03 | 2000-01-04 | Tekorius; Paul | Single-use, bullet-proof shield |
| US6145260A (en) * | 1999-02-16 | 2000-11-14 | Engineered Composite Systems, Inc. | Wall reinforcing and waterproofing system and method of fabrication |
| US6699575B1 (en) * | 2000-02-25 | 2004-03-02 | University Of Maine System Board Of Trustees | Wood composite panels for disaster-resistant construction |
-
2001
- 2001-10-15 US US09/977,648 patent/US20030079430A1/en not_active Abandoned
-
2002
- 2002-10-11 CN CNB028204042A patent/CN100469566C/en not_active Expired - Fee Related
- 2002-10-11 MX MXPA04003482A patent/MXPA04003482A/en not_active Application Discontinuation
- 2002-10-11 JP JP2003536022A patent/JP2005506217A/en active Pending
- 2002-10-11 EP EP02776228A patent/EP1448372A1/en not_active Withdrawn
- 2002-10-11 KR KR1020047005470A patent/KR20050035160A/en not_active Application Discontinuation
- 2002-10-11 WO PCT/US2002/033259 patent/WO2003033252A1/en active Application Filing
- 2002-10-11 CA CA002462440A patent/CA2462440A1/en not_active Abandoned
- 2002-10-11 BR BR0213648-1A patent/BR0213648A/en not_active Application Discontinuation
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2004
- 2004-06-11 US US10/866,348 patent/US20040221534A1/en not_active Abandoned
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|---|---|
| BR0213648A (en) | 2004-10-26 |
| US20030079430A1 (en) | 2003-05-01 |
| KR20050035160A (en) | 2005-04-15 |
| US20040221534A1 (en) | 2004-11-11 |
| CA2462440A1 (en) | 2003-04-24 |
| CN1571724A (en) | 2005-01-26 |
| MXPA04003482A (en) | 2004-07-30 |
| JP2005506217A (en) | 2005-03-03 |
| WO2003033252A1 (en) | 2003-04-24 |
| EP1448372A1 (en) | 2004-08-25 |
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