TWI336366B - - Google Patents

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Publication number
TWI336366B
TWI336366B TW96126883A TW96126883A TWI336366B TW I336366 B TWI336366 B TW I336366B TW 96126883 A TW96126883 A TW 96126883A TW 96126883 A TW96126883 A TW 96126883A TW I336366 B TWI336366 B TW I336366B
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Taiwan
Prior art keywords
dome
layer
foundation
bottom plate
pebbles
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TW96126883A
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Chinese (zh)
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TW200905047A (en
Inventor
Kitagawa Katsuyuki
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Japan Tsusyo Yk
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Priority to TW96126883A priority Critical patent/TW200905047A/en
Publication of TW200905047A publication Critical patent/TW200905047A/en
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Publication of TWI336366B publication Critical patent/TWI336366B/zh

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  • Buildings Adapted To Withstand Abnormal External Influences (AREA)
  • Vibration Prevention Devices (AREA)
  • Building Environments (AREA)

Description

1336366 九、發明說明: 【發明所屬之技術領域】 本發明係關於一種具有免震結構之穹形遮蔽物。 【先前技術】 發泡聚苯乙烯通常又被稱作聚笨乙烯泡沫塑料或 EPS(Expandab丨e Poly Styrene),係將含有丁烷、戊烷等發泡劑之聚 笨乙烯樹脂放入例如模具内’利用蒸氣膨脹至約5〇倍〜1(^倍^ 右而成的材料。98%為空氣,故重量較輕,隔熱性優異,強度^。 具體為:重量約20 kg/m3、強度約5000 kg/m2。換言之,該量 輕,每平方米可承受5噸的重量。由此種材料構成之穹頂具'有= 溫性,抗衝擊強度強,居住性亦優良。由於其可分散衝擊力',故 可作為有效之緩衝材料,例如周知亦適用於體育競技用頭盔等。 發泡♦本乙細制之弓頂採用具有堅固基礎之抗震纟士構、例 如,專利文獻1所揭示之組合式穹頂之基礎如圖4所示,連尹一 個約200 kg之混凝土砌塊80,於地面70上鋪設成環狀。將g以 構成穹頂60之發泡聚苯乙烯構件丨的前端嵌入混凝土砌塊側面 凹部。繼而’於混凝土砌塊内側鋪設防潮板等’用混凝土 82 =構=於木制建築之條形基礎或片礎,即便發生地震亦 可承文搖光。即,無需擔心地震時的劇烈搖晃會 作倉料,搖晃有可料 ^掉洛。又’若將弯顧作避難用韻物,捲晃會使避難之人 ί到Ϊί 1因此’要求發泡聚苯乙剩?頂除具有強抗衝擊性以 外,地震時亦不會搖晃。 生乂 專利文獻1 :日本專利特開平2004 —21144 [發明所欲解決之問題] 〜Λ 本發明係用於解決上述問題開發 種具有免震結狀冑轉蔽物。 ,、㈣在於k供一 【發明内容】 本發明之料彡舰物概在於:具備,以純含發泡聚苯乙 1330366 * 、 烯構件之地板下層、側壁、天花板之分割片包圍整個室 形成於底板上的?頂,以及,挖掘特技度,鋪設形狀均 ,而成的改良地基:上述f頂以可滑動之方式錢於上述改良地 上述改良地基之球體較好的是卵石或硬質橡膠。 [發明效果] 、/ 根據本發财請專職圍第丨項所述之?形賴物,鋪設 均-球體之改良地基’由於球體會吸收地震賴向搖晃,故1336366 IX. Description of the invention: [Technical field to which the invention pertains] The present invention relates to a dome-shaped shield having a vibration-proof structure. [Prior Art] Expanded polystyrene is also commonly referred to as polystyrene foam or EPS (Expandab丨e Poly Styrene), which is a polystyrene resin containing a blowing agent such as butane or pentane. Inside 'Using steam to expand to about 5 times ~ 1 (^ times ^ right material). 98% is air, so the weight is light, excellent thermal insulation, strength ^. Specifically: weight about 20 kg / m3, The strength is about 5000 kg/m2. In other words, the amount is light and can withstand a weight of 5 tons per square meter. The dome made of this material has 'temperature = strong impact strength and good residence. Dispersing the impact force', so it can be used as an effective cushioning material. For example, it is also known to be suitable for sports competitive helmets, etc. Foaming ♦ The bow top of this B-shaped system uses a seismic base with a solid foundation. For example, Patent Document 1 The foundation of the disclosed modular dome is shown in Fig. 4. A concrete block 80 of about 200 kg is placed in a ring shape on the ground 70. The front end of the expanded polystyrene member 穹 which constitutes the dome 60 is formed. Embedding the side recess of the concrete block. The inside of the block is laid with a moisture-proof board, etc. 'With concrete 82 = structure = strip foundation or foundation of wooden building, even if an earthquake occurs, the text can be shaken. That is, there is no need to worry about the shaking during the earthquake. There is a possibility to drop the Luo. And 'If you bend to make a refuge, the sway will make the refuge person ί to Ϊί 1 therefore 'requires foaming polystyrene, and the top has strong impact resistance, the earthquake乂 乂 乂 乂 : : : 2004 2004 2004 2004 2004 2004 2004 2004 2004 2004 2004 2004 2004 2004 2004 2004 2004 2004 2004 2004 2004 2004 2004 2004 2004 2004 2004 2004 2004 2004 2004 2004 2004 2004 2004 2004 2004 2004 2004 2004 2004 2004 Λ Λ Λ (4) In the case of the present invention, the stern of the present invention consists of: a purely foamed polyphenylene styrene 1330366*, a sub-layer of the olefinic member, a side wall, and a ceiling partitioning the entire chamber formed on the bottom plate. The top of the top, and the excavation stunt degree, and the shape of the laying are all improved bases: the above-mentioned f-top is slidably embossed in the above-mentioned modified ground, and the spherical body is preferably pebbles or hard rubber. Effect] ? / Full circumference of the present fortune Shu requested item of the type according to Lai was laid all - of the improved ball Foundation 'since the sphere depends on the absorption of seismic shaking, so

ΐ弯^之搖晃。又,即便改良地基左右移動,由於底板與改良Ξ 土=間會發生滑動,故穹頂僅輕微移動。由於地板下層、側壁、 天,板由發泡聚苯乙烯構件形成,其賴有如殼般為制型, 可藉由適當之緩衝性與強度,將地震之衝擊分散於整個穹頂從 而可減小對於穹頂内之避難者或保管物的衝擊。 、 根據本發明申請專利範圍第2項,地震時,卵石相互接觸之 =位^發生移動,可有效吸收搖晃。硬質橡膠球體可有效吸收地 展的&向搖光與縱向搖光兩種振動。另外,均一球體亦可用於 改良地基表面平坦。 【實施方式】 參照圖式’詳細說明本發明之實施例。 實施例 圖1係本發明之穹形遮蔽物的剖面圖。穹形遮蔽物争 由發泡聚笨乙烯構件丨之分割片所構成之雜5G載置於由印H =構成之改良地基40上者。穹頂50為地板下層30、側壁20、天 化板10包圍室内之封閉結構,在與改良地基4〇接觸之底部設有 底巧3。考慮到積雪等因素,構成穹頂5〇之發泡聚苯乙烯構件^ 之厚度設為20 cm。其外部覆蓋有厚度為2 cm左右之強化砂裂層 2 \強化砂漿層2係於砂漿中混入碳纖維以提高抗衝擊性或防止產 $4紋’同時,為提高與發泡聚笨乙烯丨之接著性,混入有聚丙 缔酸醋或聚甲基丙烯酸酯等丙烯酸樹脂系膠黏劑者。 6 1330366 » ^ 此處,底板3使用混凝土模板用合板以使改良地基4〇與穹頂 50可滑動。混凝土模板用合板被用於混凝土之模板,厚度為、6〜9 mm,至於底板3之材料,並不僅限於上述混凝土模板用合板,亦 可為樹脂制。地板下層30之上部設有混凝土層4,於該&凝土層' 4上設有地板6。地板ό之下側為配線、配管之空間。 曰 於地面70中挖掘深度為50 cm左右之圓形孔,於其中鋪設卵 石5,形成改良地基40。卵石5使用直徑為15〜3〇 cm之均L圓 石。通常,鵝卵石指直徑為10〜15cm之圓石,砂礫指直徑為〇 5 〜8 cm之石頭,巨礫指直徑為30 cm以上之石頭。鵝卵石或砂礫 《流動,巨蝶無法有效吸收地震時的振動。改b也基40並不僅限 於卵石5,亦可使用具有適當硬度與彈力之硬質橡膠 徑較好的是10〜30 cm左右。 +八 圖2係弯形遮蔽物之平_。圖2係_粗線所示之屋頂部 分,水平切斷其右下側側壁部分,展示穹頂5〇内部。穹頂5〇、之 直徑約為7 m,改良地基40之直徑比穹頂5〇之直徑大i m,約為 ^m。如虛線所示,穹頂50之外殼包括1〇個側壁分割片乃與天 化板分割片15。各分割片由膠黏劑接合,其外側覆蓋有強化砂漿 層2。另外’亦可將側壁分割片25與天花板分割片15形成一體, • 二個分割片。此外,雖未圖示,地板下層3〇亦由複數個分割 片接者而構成。 圖3係底板之立體圖。底板3係由混凝土模板用合板7所製 作之分割片構成。各分割片藉由補強膠帶及膠黏劑相連接。底板3 藉由膠點劑’與其上部的發泡聚笨乙婦構件…也板下層3〇结合。 弯形遮蔽物100雖栽置於改良地基4〇上,但並不會被側風吹 m1/斤示,田識65以頂著宫頂%之屋頂的方式流動。另 外’弓頂M)之重董亦受強化砂聚層厚度的影響 為2.0〜則本實施例中f頂5〇之重量相當於小型房車,^〇岐。 使位置發生偏移時’亦可頂升,使用滚柱很容易便能 恢復到原來位置。 7 1336366 » \ [產業上之可利用性] 本發明之穹形遮蔽物採用免震結構,故不僅限於住宅用,亦 可適用於保管倉庫等。 【圖式簡單說明】 圖1係本發明之穹形遮蔽物的剖面圖。(實施例1) 圖2係穹形遮蔽物之平面圖。(實施例1) 圖3係底板之立體圖。(實施例1 ) 圖4係表示以往穹頂之一構成例的剖面圖。 【主要元件符號說明】 1 發泡聚笨乙烯 2 強化砂'漿層 3 底板 4 混凝土層 5 卵石 6 地板 7 混凝土模板用合板 10 天花板 15 天花板分割片 20 側壁 25 側壁分割片 30 地板下層 40 改良地基 50 穹頂(本實施例) 60 穹頂(以往例) 65 側風 70 地面 80 混凝土彻塊 82 混凝土 100 穹形遮蔽物Shake the bend of the ^. Further, even if the improved foundation is moved to the left and right, the dome will only slightly move due to the sliding between the bottom plate and the modified soil. Since the underlying layer, the side wall, and the sky are formed of expanded polystyrene members, which are shaped like a shell, the impact of the earthquake can be dispersed throughout the dome by appropriate cushioning and strength, thereby reducing The impact of the refuge or storage in the dome. According to the second item of the patent application scope of the present invention, when the earthquake occurs, the pebbles are in contact with each other and the position is moved, and the shaking can be effectively absorbed. The hard rubber sphere absorbs both the dynamic and the vertical vibration. In addition, uniform spheres can also be used to improve the surface of the foundation. [Embodiment] An embodiment of the present invention will be described in detail with reference to the drawings. Embodiment Fig. 1 is a cross-sectional view showing a dome-shaped shield of the present invention. The ridge-shaped shield contends that the swarf 5G composed of the split piece of the foamed polystyrene member is placed on the improved foundation 40 composed of the printed H = . The dome 50 is a closed structure in which the underfloor 30, the side wall 20, and the weathering plate 10 surround the room, and the bottom 3 is provided at the bottom of the contact with the improved foundation. The thickness of the expanded polystyrene member constituting the dome 5 was set to 20 cm in consideration of factors such as snow accumulation. The exterior is covered with a reinforced sand crack layer of 2 cm thickness. The reinforced mortar layer 2 is mixed with carbon fiber in the mortar to improve the impact resistance or prevent the production of $4 grain. At the same time, in order to improve the foaming polystyrene Sex, mixed with acrylic resin adhesive such as polyacrylic acid vinegar or polymethacrylate. 6 1330366 » ^ Here, the bottom plate 3 uses a concrete formwork ply to make the improved foundation 4〇 and the dome 50 slidable. The concrete formwork plywood is used for the concrete formwork and has a thickness of 6 to 9 mm. As for the material of the bottom plate 3, it is not limited to the above-mentioned concrete formwork plywood, and may be made of resin. A concrete layer 4 is provided on the upper portion of the underfloor layer 30, and a floor panel 6 is provided on the & The lower side of the floor sill is the space for wiring and piping.挖 A circular hole with a depth of about 50 cm is excavated in the ground 70, and the pebbles 5 are laid therein to form an improved foundation 40. The pebbles 5 use an average L round stone having a diameter of 15 to 3 cm. Usually, pebbles refer to round stones with a diameter of 10 to 15 cm, gravel refers to stones with a diameter of 〇 5 to 8 cm, and boulders refer to stones with a diameter of 30 cm or more. Pebbles or gravel "Flowing, giant butterfly can not effectively absorb the vibration during the earthquake. The b-based base 40 is not limited to the pebble 5, and a hard rubber having a suitable hardness and elasticity may be used, preferably about 10 to 30 cm. +8 Figure 2 is the flat _ of the curved shield. Fig. 2 shows the roof portion shown by the thick line, and the lower right side wall portion is cut horizontally to show the inside of the dome. The dome has a diameter of about 7 m, and the diameter of the modified foundation 40 is larger than the diameter of the dome by 5 m, which is about ^m. As shown by the dashed line, the outer casing of the dome 50 includes one side wall dividing piece and a naturalizing plate dividing piece 15. Each of the divided pieces is joined by an adhesive, and the outer side thereof is covered with a reinforced mortar layer 2. Further, the side wall dividing piece 25 may be integrally formed with the ceiling dividing piece 15, and two divided pieces may be formed. Further, although not shown, the underfloor layer 3 is also composed of a plurality of divided pieces. Figure 3 is a perspective view of the bottom plate. The bottom plate 3 is composed of a split piece made of a concrete formwork plywood 7. Each of the divided pieces is connected by a reinforcing tape and an adhesive. The bottom plate 3 is bonded to the upper layer of the foamed polystyrene member by means of a glue dot agent. Although the curved shield 100 is placed on the improved foundation 4, it is not exposed by the side wind, and the Tianzhi 65 flows in the manner of the roof of the palace roof. In addition, the weight of the thickened layer is also affected by the thickness of the reinforced sand layer. In this embodiment, the weight of the top 5 is equivalent to a small motor vehicle. When the position is shifted, it can also be lifted up, and it is easy to return to the original position by using the roller. 7 1336366 » \ [Industrial Applicability] Since the dome-shaped shield of the present invention has a vibration-proof structure, it is not limited to residential use, and can be applied to a storage warehouse or the like. BRIEF DESCRIPTION OF THE DRAWINGS Fig. 1 is a cross-sectional view of a dome-shaped shield of the present invention. (Embodiment 1) Fig. 2 is a plan view of a dome-shaped shield. (Embodiment 1) FIG. 3 is a perspective view of a bottom plate. (First Embodiment) Fig. 4 is a cross-sectional view showing a configuration example of a conventional dome. [Explanation of main components] 1 Foamed polystyrene 2 reinforced sand 'slurry layer 3 bottom plate 4 concrete layer 5 pebbles 6 floor 7 concrete formwork plywood 10 ceiling 15 ceiling segmentation 20 side wall 25 side slab 30 under floor 40 improved foundation 50 dome (this embodiment) 60 dome (conventional example) 65 side wind 70 floor 80 concrete block 82 concrete 100 遮蔽 shaped shelter

Claims (1)

1336366 5 99; 9. .申請專利範·圍: 1--------------- l. -種穿形遮蔽物’其特徵在於··具備,以由包含發泡聚苯乙缔 構件f地^下層、側壁、天花板分則包圍整個室内之方式形成 於混凝土模細合域樹脂所製底板上的I 強化砂裝層,以及,挖掘特定深度,舖設形狀均 2如申^專利範圍第1項所述之弯形遮蔽物,其中1 之球體係卵石或硬質橡膠。 、改良地暴1336366 5 99; 9. Apply for a patent Fan·Wei: 1--------------- l. - Kind of wear-through shield' is characterized by ····················· The polystyrene component f, the lower layer, the side wall, and the ceiling are surrounded by the entire room to form an I-reinforced sand layer on the bottom plate of the concrete mold-bonding resin, and the specific depth is excavated, and the laying shape is as follows: The curved shield of the first aspect of the patent, wherein the ball system of the ball is pebbles or hard rubber. Improved groundstorm
TW96126883A 2007-07-24 2007-07-24 Arched shielding member TW200905047A (en)

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TW96126883A TW200905047A (en) 2007-07-24 2007-07-24 Arched shielding member

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Application Number Priority Date Filing Date Title
TW96126883A TW200905047A (en) 2007-07-24 2007-07-24 Arched shielding member

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TW200905047A TW200905047A (en) 2009-02-01
TWI336366B true TWI336366B (en) 2011-01-21

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CN109441141A (en) * 2018-10-27 2019-03-08 厦门华峰塑胶科技有限公司 A kind of yurt spliced by EPS building template

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