經濟部屮央榀準局W工消费合作杜印51 LOibG? Λ 6 _____Π G _ 五、發明説明（） 抟術铕城： 本發明係闢於一種改良式建築格間板(或稱鑲板）。更 特別者，本發明係閿於一種增強之可選擇地夾面板之 間的建築格間板Μ及其製造方法，而這棰建築格間板、是棰 具有重景輕之混凝土板型態者。 發明背署： 本人之澳洲專利第448 , 474 (1971年獲得 > 號揭露一棰 稹層狀建築格間板，此板Μ夾於石缔水泥板中間的輕質混 凝土為核心。此種積層狀格間板已經在許多國家被製造且 MSTYR0C0N商橒（註冊商棲）販賣。 在許多國家中，石綿鑛維板的使用因為對健康的危險 性已減少使用。在水泥板中之石綿增強物亦已被其他繼維 所取代，大部分例子中是一種鐵維素；但不幸的是所得到 的板子都比由石綿水泥所裂成者爲脆弱。然而，即使在石 綿被限制使用以前，人們發現在颶風的或其他的情況下， 格間板也箱要額外的補強措施。 % 一般早已熟知Μ鋼網、網棍或類似物來增強密^凝土 。因為銷鐵非常易於腐蝕，傳统的鏑鐵補強材料必須完全 埋入混凝土中而且必須充分遠離混凝土表面，俾使吸入混 凝土表面的水不會到逹該銷鐵。為了這艏原因，一般早已 認爲絕不要將銷戡用在靠近混凝土表面的任何地方。因此 ，在以諸如商橒STYR0C0N名義責出的薄格間板中，只有在 中心核---個較不會影饗的位置_ -銷網才會被考慮' 此外，當傳統網鐵補強材料被用在諸如包含一格間板核心 (請先間讀背而之注意事項补碭寫木頁) 本紙張尺度通用中明ffl家楳準（CNS)T4規格（2丨0X29V公放） 3 81. 4. 10,000^ (II) Λ ίί _______HG_ 五、發明説明（） 的輕質混凝土中時，如600公斤/米3，經證明其效果並不 令人滿意。其鋼鐡有一被抱出混凝土的趨勢，因為鏑雄表 面積不足Μ在脆弱混凝土中提供足夠剪應力。 在1970年代中期，許多實驗被施行，欲找出一種、令人 滿意的增強格間板的方法，但並沒有獲致太大的成功。 本發明夕箇垂說昍： 我們已經發現如上述類型之複合建築格間板強度實質 上可利用條狀金羼固著於該等板材的内表面來增加，這些 條狀金屬特別是结構性晡平銷鐵，因此事實上這些金颶係 在混凝土核心之外部。 亦即從某一觀點而言，本發明提供一種建築格間板， 其包含：一輕質混凝土板或其相似物，此板具有一對相對表 面，其特m在於有許多平坦結構金屬條藉適當的黏著劑被 固定至該對每一相對表面上。 此種作法相當不同於一般需將諸如網鐵之金羼好好地 埋入混凝土中，且與必需利用圓形網鐵補強材料的一般方 法有很大不同。 經濟部屮央從準而A工消仲合作社印奴 (請先閲請背而之注意事項寫木頁) 雖然已經知道有利用非常輕的金屬片或金羼絲來增強 紙或箔製品，然而利用扁平金靨來結合在結構建築構件的 表面者則是新穎的。 舉例而言，如果石板係每立方米600公斤重的經質混 凝土，則其裔要一比200厘米還寬的表面來轉移剪力負載 。也就是說，扁平狀金鼷（例如，鋼鐵）首先被結合在外板 上，外板再結合於該石板材上。如果該石板材料舉例而言 本紙張尺度边用中®國家標準（CNS)TM規格（21〇父2(」7公放） 4 81.欠】0,000强（Π) 經濟部屮央標準XJM工消费合作社印51 LOlbG? Λ β __H_G_ 五、發明説明（） 為1400kg/ B3，則一結合於混凝土之60厘米寬的扁平網鐵 表面將可Μ支持該剪力A載。處理每立方米2000公斤重的 密實混凝土時》—8厘米的鐵條可對混凝土提供足夠的抓 力，Μ支持奐載之剪力矩。無論如何，一扁平鋼鐵構、件可 被置於结楕上最有利的位置Μ提供最大的槓桿臂，而且可 成功地防水。然而圖鐵條則因其形狀會在混凝土中接近端 緣處產生弱酤，且在結檐上處於較不利的位置。 太發明的註细銳Β只： 輕質混凝土板或其相似物最好是含泡的混凝土及/或 包含輕質集合體的混凝土，該集合體係諸如膨脹的聚苯乙 烯泡沫粒、膨脹的蛭石、膨脹的頁岩，任一種可被接受的 軽質集合體或彼等之混合物。除了混凝土，諸如石賫材料 ，或如同輕質石膏亦可被使用。 較佳之石板厚度與整個格間板的厚度有關，將在後面 討論之。 在本發明的一個特別的較佳實施例中，一面板覆蓋金 屬條地黏結於該石板的每一相對面。 該等面板可以由任何適當材料所構成。最好該面板係 由纸維增強的水泥、繼維增強的石膏，表面覆蓋有紙的石 «，或合板所組成。任何其他可接受的板狀内襯都在本發 明的範圍内。 在本實施例中，本發明的格間板可以以具有纖維增強 之水泥面板的STYR0C0N格間板為基礎輔μ金屬條片所形成 之附加補強而成。本發明之格間板亦可Μ Κ —只供内部使 (請先閲讀背而之注意事項#填筠木頁) 裝- 線· 本紙張尺度边用中《租家i?準（CNS)lM規格（2】0χ297公放） 5 81. 4. 10,000张（ίί) 1»* 、*丄016υ ί Λ (ί I? 6 經濟部屮央標準而Η工消许合作杜印Μ 五、發明説明（） 用的類似輕質格間板（描述於1973年的澳洲專利第473,993 號）為基礎而成，該格間板已以註冊商棰STYROPLAST在許 多圃家製造且包含一輕質石膏心，該心外侧具有襯紙的石 音板。逋樣一種金鼷條片增強型STYROPLAST格間板可、用在 一些情況下；然而，在大多數應用例中，金靨條片增強型 STYROCON格間板則較佳。 STYROCON格間板中，其面板厚度在3厘米至6厘米之 間。在特別例子中，其厚度可為9厘米。在過去，格間板的 全部厚度在30厘米至100厘米之間。 用於本發明建築格間板的結構性金羼條片Μ網鐵條片 較佳。如果需要的話，其可.Μ用電化學處理或者披覆，但 若防水可藉由其他方法（例如；選用適當的黏著劑（見下 述））得到的話，電化學法或塗佈也並非必要。辆鐵較佳 的原因是因為除了它的較佳性質之外其成本亦低，但其他 具有適當特性的金屬亦可被使用。然而，很重要的是該金 展不會在所允許的工作負載範圍下延伸，因爲如果此種情 況發生，其張力會被轉移至任一面板而造成斷裂。此外， 金颶應具有類似於混凝土石板的膨脹係數。 當該金屬是銷鐵時，較佳的厚度範圍從1.0至2. 5厘米 ，其金靨條片至少須25厘米寬·，而50厘米係較佳寬度。當 決定金屬的厚度與寬度時，所考慮的因素也包括石板的剪 應力。 金屬條片的長度通常接近格間板長度。然而，金颶片 長度稍短於格間板可能較方便> Μ有肋於格間板長度的定 (請先ΚΙΐϊ背而之注意事項孙填寫木頁) 裝- -5 - 線· 本紙張尺度边用中as家樣iMCNS)T4規格（210χΜ7公及） 6 81. A. 10,000^ (11) L01bC7 A fi 15 Ο 五、發明説明（ 位調整。 在具有和例如密實混凝土相較之下、有較少之固持補強 物麵蘭強度之石板材質的一些比較薄的格間板結構中，利 用晡平的條片狀銷鐵補強物的優酤當參照表2會更清、楚， 此處可同時參照第5圖（見下示）。 如果想要的話，該金靨條片可横向片狀長度地起皺折 或設溝槽，Μ使該等條片與石板之間有較佳的黏著Μ握持 該等條片防止其縱向移動。 用以穩固金靨片的黏著劑必須滿足上述應用例，其中 須注意下述箱求。 經濟部中央標準Aw工消奸合作杜印製 ih 先 閲 in 背 而 之 /i. 意 事 項 攝 寫 木 黏著劑必須對於該建築格間板所使用的條件有足夠的 防水性，俥使該黏劑可Μ持薄扮演其將金屬條片固定至面 板内表面的角色。此外，在金屬與濕氣接觸後（例如，該 金羼為鋼）即易於生綉或產生其他劣化的地方，Μ及該金 鼷未Μ其它例如電化學法進行防水的地方，該黏著劑將作 為金屬以及面板内表面的防水披覆。甚者，該黏著劑在本 發明格間板所遇到的各種周圍溫度下亦不應軟化。例如， 當格間板被用在熱或熱帶區域的建築結構時，該黏著劑必 須能承受攝氏110度的周圍溫度。 當該格間板不包括面板時，該黏著劑應施加於金颶條 片的所有表面。我們應注意到在包括有面板的格間板中， 在金屬條Η與石板材料之間毋葙提供黏箸劑，雖然，將鈷 著劑施加於金屬條片的所有或大致所有表面區域會提供額 外之強度，並對生銹提供安全防謅，特別是所使用的是穋 本紙尺度边用中家標半（CNS)V4規格（210X2(J7公A) 7 31. 4' 10,000¾ (I丨） OIBO?The Ministry of Economic Affairs, the Central Bureau of Accreditation, W Industry and Consumer Cooperation, Duin 51 LOibG? Λ 6 _____ Π G _ V. Description of the invention () 抟 术 哕 城: The present invention is based on an improved building panel (or panel) . More particularly, the present invention is based on an enhanced selective construction panel M between sandwich panels and its manufacturing method, and this construction panel is a concrete panel with light weight . Back of invention: My Australian Patent No. 448, 474 (obtained in 1971) discloses a layered layered construction panel with light concrete sandwiched between stone-associated cement slabs as the core. Zigzag panels have been manufactured in many countries and are sold by MSTYR0C0N (registered traders). In many countries, the use of asbestos mine dimensional boards has been reduced due to health risks. Asbestos reinforcement in cement boards It has also been replaced by other following dimensions, in most cases it is an iron vitamin; but unfortunately the resulting boards are weaker than those cracked by asbestos cement. However, even before the use of asbestos was restricted, people It was found that under hurricane or other conditions, the grid board also needs additional reinforcement measures.% It is generally well known that M steel mesh, mesh sticks or the like are used to strengthen the dense concrete. Because the iron is very easy to corrode, the traditional Dysprosium iron reinforcement materials must be completely buried in the concrete and must be far away from the concrete surface, so that the water sucked into the concrete surface will not reach the iron. For this reason, it has been generally believed that Never use pins on any place close to the concrete surface. Therefore, in thin cell panels under the name of such as Shangti STYR0C0N, only in the center of the core-a less likely location _-pin The net will be considered 'In addition, when the traditional net iron reinforcement materials are used, such as containing a grid core (please read the back and note the precautions to fill the wood sheet), the paper size is common in the ffl family standard (CNS) T4 specification (2 丨 0X29V public put) 3 81. 4. 10,000 ^ (II) Λ ίί _______HG_ V. Description of the invention () In light concrete, such as 600 kg / m3, the effect has been proved and Unsatisfactory. There is a tendency for the steel to be pulled out of the concrete, because the surface area of dysprosium is insufficient. M provides sufficient shear stress in fragile concrete. In the mid-1970s, many experiments were carried out to find a satisfactory The method of enhancing the panel, but did not get much success. The present invention Xi Xiuhui said: We have found that the strength of the composite building panel of the above-mentioned type can be substantially fixed in such a way The inner surface of the plate to increase, this The strip metal, especially structural iron, is actually flat iron, so in fact these gold hurricanes are on the outside of the concrete core. That is, from a certain point of view, the present invention provides a building panel, which includes: a lightweight concrete A board or the like. This board has a pair of opposing surfaces. The special feature is that there are a number of flat-structured metal strips that are fixed to each pair of opposing surfaces by suitable adhesives. The Jintong of the network iron is well buried in the concrete, and it is very different from the general method of using the round network iron to reinforce the material. (Notes on writing wood pages) Although it is known to use very light metal sheets or gold wire to reinforce paper or foil products, it is novel to use flat gold to bond to the surface of structural building components. For example, if the stone slab is 600 kg per cubic meter of meteorological concrete, its origin needs a surface wider than 200 cm to transfer the shear load. That is to say, the flat-shaped gold halide (for example, steel) is first bonded to the outer plate, and then the outer plate is bonded to the stone plate. If the slate material is used as an example, this paper scale is used in the China National Standard (CNS) TM specifications (21〇 father 2 ("7 public release) 4 81. owed] 0,000 strong (Π) Ministry of Economic Affairs standard XJM industrial consumption Cooperative printing 51 LOlbG? Λ β __H_G_ V. Description of the invention () is 1400kg / B3, then a 60 cm wide flat mesh iron surface combined with concrete will support the shear force A load. It handles 2000 kg per cubic meter When compacted concrete "-8 cm iron bar can provide sufficient grip to the concrete, M supports the shear moment of the load. In any case, a flat steel structure can be placed in the most favorable position on the knot. M provides The largest lever arm, and can be successfully waterproof. However, because of its shape, the iron bar will produce weak soil near the end edge in the concrete, and it is in a disadvantageous position on the eaves. : Lightweight concrete slabs or the like are preferably foam-containing concrete and / or concrete containing lightweight aggregates, such as expanded polystyrene foam particles, expanded vermiculite, expanded shale, either Acceptable set A combination or a mixture of these. In addition to concrete, such as stone materials, or light gypsum can also be used. The preferred thickness of the stone slab is related to the thickness of the entire panel, which will be discussed later. In a particular aspect of the invention In the preferred embodiment, a panel is covered with metal strips and bonded to each opposite surface of the slate. The panels can be composed of any suitable material. Preferably, the panel is made of paper-reinforced cement, followed by reinforced Gypsum, composed of stone covered with paper, or plywood. Any other acceptable plate-like lining is within the scope of the present invention. In this embodiment, the panel of the present invention may be fiber-reinforced The STYR0C0N grid panel of the cement panel is based on the additional reinforcement formed by the auxiliary metal strips. The grid panel of the present invention can also be Μ Κ-only for internal use (please read the back and the precautions first # 填 筠 木Page) Installation-Line · This paper is used in the "Rental I? Standard (CNS) 1M specifications (2) 0χ297 public release) 5 81. 4. 10,000 sheets (ίί) 1» *, * 丄 016υ ί Λ ( ί I? 6 The Ministry of Economy ’s standards are approved by Cooperation Du Yin M 5. Description of the invention () Similar lightweight panel (described in 1973 Australian Patent No. 473,993) is based on the panel has been manufactured in many nurseries by registrar STYROPLAST It also contains a lightweight gypsum core with a paper-lined soundboard on the outside of the core. It is a kind of gold-roofed sheet-reinforced STYROPLAST panel that can be used in some cases; however, in most applications The STYROCON panel reinforced with Tiao strips is preferred. In the STYROCON panel, the thickness of the panel is between 3 cm and 6 cm. In a special example, the thickness may be 9 cm. In the past, the total thickness of the panel was between 30 cm and 100 cm. The structural gold strips M mesh iron strips used in the building grid of the present invention are preferred. If necessary, it can be treated or coated with electrochemical methods, but if waterproofing can be obtained by other methods (for example; selecting an appropriate adhesive (see below)), electrochemical methods or coatings are not necessary . The reason why the iron is better is that in addition to its better properties, its cost is low, but other metals with appropriate characteristics can also be used. However, it is important that the exhibition does not extend under the allowable working load range, because if this happens, its tension will be transferred to any panel and cause breakage. In addition, Golden Hurricane should have an expansion coefficient similar to concrete slabs. When the metal is a pin iron, the preferred thickness ranges from 1.0 to 2.5 cm, and the gold lute strip must be at least 25 cm wide, and 50 cm is the preferred width. When determining the thickness and width of a metal, the factors considered also include the shear stress of the slate. The length of the metal strip is usually close to the length of the panel. However, it may be more convenient for the length of the gold hurricane to be shorter than the panel. Μ The rib is fixed to the length of the panel (please pay attention to the matter before filling in the wooden page).--5-Line · This paper Scale side is used as a home-like iMCNS) T4 specification (210 × Μ7 male and 6) 6 81. A. 10,000 ^ (11) L01bC7 A fi 15 Ο V. Description of invention (Position adjustment. Under comparison with, for example, dense concrete, In some thinner panel structures with less slab material that retains the strength of the face blue, the advantages of using flat strip iron reinforcements will be clearer and clearer when referring to Table 2, here You can refer to Figure 5 (see below) at the same time. If desired, the gold lute strips can be creased or grooved in a lateral sheet length, Μ makes the strips and slate better Adhesive M holds the strips to prevent their longitudinal movement. The adhesive used to stabilize the gold sheet must meet the above application examples, in which the following box requirements must be noted. The Central Standard of the Ministry of Economic Affairs Aw Gongxiao Cooperative Du Dui ih first Read in the contrary / i. Intentions to write wood adhesive must be for the building panel The conditions of use are sufficiently waterproof, so that the adhesive can be kept thin to play the role of fixing the metal strip to the inner surface of the panel. In addition, after the metal comes into contact with moisture (for example, the gold yoke is steel) That is, the place where it is easy to produce embroidery or other deterioration, M and the gold are not M, such as electrochemical method for waterproofing, the adhesive will be used as a waterproof coating for the metal and the inner surface of the panel. What is more, the adhesive is in The panel of the present invention should not be softened at various ambient temperatures. For example, when the panel is used in a building structure in a hot or tropical zone, the adhesive must be able to withstand an ambient temperature of 110 degrees Celsius. When the panel does not include a panel, the adhesive should be applied to all surfaces of the gold hurricane strip. We should note that in the panel including the panel, no adhesion is provided between the metal strip H and the slate material Scrap, though, applying cobalt on all or substantially all of the surface area of the metal strip will provide additional strength and provide a safety precaution against rust, especially if you are using a Chinese standard Half (CNS) V4 specification (210X2 (J7 male A) 7 31. 4 '10,000¾ (I 丨) OIBO?
A fi B G 五、發明説明（） 經濟部中央梂準XJM工消作合作杜印製 乳水泥黏劑時。 使用水泥膠鲇劑較佳，特別是一膠乳水泥黏劑，因為 其不會對本發明之建築格間板的耐火等级有不利的影《且 提供對上述需求的永久符合。 、 已經發現一些混凝土，特別是輕質混凝土，當被傾注 於一凝固或半凝固乳膠水泥表面時，會有一好的結合。 例如，一聚合物水泥黏劑也是很適合的。 如上所指，本發明的格間板中，金*條片係固箸於石 板的相對侧。金羼條片最好具有均勻厚度、重量與張力， 且它們在石板的每一面以平行方式被排列，每一金屬條片 被一實質上相對而置的金颶條所平衡。此给予格間板一均 勻程序的強度而且滿足“平衡性”的要求。 無論如何，也可Μ利用不用不同厚度的金羼條片及Μ 不同方式配置金屬條來建構本發明的格間板，例如，交錯 在石板每一面的金屬條。在石板的每一面並不一定要有相 同數目的金屬條片，雖然他們在重量及位置上必須平衡。 金屬條Η的數目係隨格間板所想要的強度而定。 從另一觀點而言，本發明提供一製造一建築格間板的 方法，其包含： 在許多平板结楕的金羼條片上塗佈一適當的黏膠； 將已塗佈的金屬條片間隔置於模子中； 送入輕質混凝土或其相似物至金艏條片間的空間中以 形成一石板，俾使金屬條片在混凝土固化後可以結合至該 石板上；Μ及，固化該混凝土板。 (請先閲ift背而之注意事項洱填寫木頁) 裝- 訂_ 本紙張尺度边用中®囤家楳準（CNS)T4規格（2丨0X2D/公坺） 8 81. 4. 10,000張（H) 經濟部屮央榀準而Η工消作合作杜印則4 L01BG? A (i ____IH3_ 五、發明説明（) 在一較佳實施例中，本發明提供一製造一建築格間板 的方法： 利用一適當的黏爾將許多扁平结構金羼條片固定至一 對面板的每一内表面； 、 在一模子中間隔地置放該兩面板； 送入輕質混凝土或其相似物至該等面板間的空間中Μ 形成一石板，俾使每一面板的内表面在混凝土固化時可以 結合至該石板上；以及 固化該混凝土石板。 在上述實施例中，附有金属條片的面板係以直立方向 置於模子中。如此形成的建築格間板在大約16至24小時之 後可Μ自模子中剝離。在這一事件中，在整値固化程序中 ，格間板應保持在一直立位置，即使在格間板從模子分離 後亦如此。接著，格間板應陰乾4至5天以逹到均勻的固 化0 圖示夕簡酉說明·· 本發明接著參照如下面附圖所示之特定實施例加以說 明，其中： 第1圖所示為根據本發明構成之格間板的透視圖； 第2圖所示為準備來測試用之格間板的詳細截面圖； 第3圖為顯示負載施加於格間板的測試部位的概略圖 » 第4圖為顯示格間板測試部份歪曲的槪略圖； 第5圖所示為以圓的增強棒建構而成之受測格間板的 (請先閲讀背而之注意事項孙塥寫木頁) 本紙張尺度边用中ffl困家楳準（CNS)T4規怙（210x297公犮） 9 81. 4.丨0,000張（Π) 經濟部屮央榀準^A工消奸合作社印製 016CY Λ fi ___Π_6_ 五、發明説明（） 部份截面面； 第6臞所示爲根據本發明之Μ平坦的鏑鐵增強物建構 而成之受拥格間板的部分截面矚。 首先參照画示中之第1園，整體檁示爲10的格間姬包 含一由混凝土及散佈之聚苯乙烯粒組成的輕質混凝土石板 11，此石板鎇面具有由經纖維補強之水泥所形成的板子12 ，諸如在澳洲以註冊商'標“Hardi flex”或在馬來西亞Μ 商檫“ Supaflex”販賣者。 根據本發明，利用一為Μ膠乳為基礎之水泥的適當黏 著劑將金颶條片14固定於面板12的內表面16上。該等金羼 條片厚度係在1.0至1. 6厘米且大約50厘米寬。各金屬條片 14延伸於面板12的全長，且等間隔地横跨於整個格間板10 寬度上。金屬條片14的數目及大小可改變，其取決於格間 板10所需的強度。 石板11具有大約41厘米的厚度。 在本發明之格間板省略面板的實施例中，格間板10類 似於第1圖中的，只是不包括面板12。 許多試驗性測試已做過。所表示在K下之表1中的爲 結果，其指出一些具有3.2厘米Supaflex面板與輕質混凝 土石板（約600公斤/米3 )的受測格間板（參照第2圖），而 且格間板係受支撐於2300厘寬，且其上面平均分配有負載 時的镉折情形。格間板的負載與測量偏折的方法各自如第 3圖與第4圖所示。 (請先閲$而之注意事項再塡"本頁) 本紙張尺度边用中國國家桴準（CNSMM規岱（210x297公从） 10 81. 4. 10,000^ (1!) ^OibCV Λ (i B 6 五、發明説明（） 表 1 格間板 厚度 增強物 缠分配廒載 镉折 結果 \ 50厘米 無 154.5公斤 17厘米 失敗 50厘米 5〇x 1厘米 396.0公斤 27厘米 失敗 50厘米 50 X 1.6厘米 434.0公斤 22厘米 兩週後沒失敗 75厘米 5〇x 1厘米 684.0公斤 16厘米 兩週後沒失敗 如負載下小傾斜所指示，由比較所示結果顯見本發明 格間板的強度很顯然增加。 接著看第5圖及第6画，積層狀格間板如所例舉者具 有一輕質混凝土板祗心11及面板12。在第5圖中，圓形增 強棒18係在石板11的外部，然而在第6圖中扁平鋼鐵條Η 14係黏阽於面板12上。 利用扁平條片狀钢鐵補強物的優點示於表2: (請先閱誚背而之注意事項#填寫本頁) 裝- 訂_ 經濟部屮央標準：Α,π工消价八：作杜印製 本紙張尺度边用中國困家規格（210x297公龙） 11 81. 4. 10,000^ (II) 五、發明説明（ 表 2 A (i li (i 8厘米國形補強棒 10厘米画形補強棒 50厘米X 1厘米扁平網鐵 50厘米X 1.6厘米扁平鋼鐵 面積：50.26平方厘米 圓周：25. 14厘米、 面積：78.54平方厘米 圓周：31.42厘米 截面面積：50平方厘米 周長：102厘米 截面面積：80平方厘米 周長：103.2厘米 (請先閱讀背而之注意事項再填寫本頁) 裝· #_ 經濟部+央從準劝U工消"合作社印災 假定所有格間板厚度為50厘米，具4.5厘米表層與41 厘米石板，使用10厘米直徑的棒條接近外部襯裡時，其槓 桿臂為31厘米，然而當使用1.6厘米的扁平銷鐵時，其槓 桿臂為39. 4厘米。 因為重量的限制，此石板材料非常脆弱。該補強鋼係 被固定至該石板外表面所有表面區域上，而這補強鏑在所 舉例子中是50厘米寬。假定50厘米補強網被置放300厘米 之中心，此意諝著當有一彎曲力施加至格間板時，在補強 網和任何襯板之間的剪應力將被轉移至250厘米寬的襯板 與石板之間。此外，假如在鋼條與石板材料之間有黏箸劑 刖再多創造一 50厘米寬之將應力轉移至該锎條的區域。 在任何積層狀格間板中，剪應力決定石板必須具有的 線- 本紙尺度边用中as家棕半（CNSHM規tft(21(ix2W公处） 12 81. 4.丨〇,〇⑻張（卜:）A fi B G V. Description of the invention () When the Central Ministry of Economic Affairs XJM Industrial Consumers cooperated to produce the emulsion cement adhesive. It is preferred to use a cement adhesive, especially a latex cement adhesive, because it does not adversely affect the fire resistance rating of the building panels of the present invention and provides permanent compliance with the above requirements. It has been found that some concretes, especially lightweight concrete, will have a good bond when poured on the surface of a set or semi-set latex cement. For example, a polymer cement adhesive is also suitable. As indicated above, in the panel of the present invention, the gold * strips are fixed on opposite sides of the slab. The golden strips are preferably of uniform thickness, weight, and tension, and they are arranged in parallel on each side of the slate. Each metal strip is balanced by a substantially opposed golden hurricane strip. This gives the panel a uniform program strength and meets the "balance" requirement. In any case, it is also possible to construct the panel of the present invention by using metal strips of different thicknesses and different configurations of metal strips, for example, metal strips interlaced on each side of the stone slab. It is not necessary to have the same number of metal strips on each side of the slate, although they must be balanced in weight and position. The number of metal strips H depends on the desired strength of the panel. From another point of view, the present invention provides a method for manufacturing a building panel, which comprises: coating an appropriate adhesive on a plurality of flat knotted strips; spacing the coated metal strips Place in a mold; send lightweight concrete or the like to the space between the gold bow strips to form a slab, so that the metal strips can be bonded to the slab after the concrete is cured; M and, solidify the concrete board. (Please read the notes on ift first and fill in the wooden page) Binding-Order _ This paper is used in the standard side ® Standard (CNS) T4 specifications (2 丨 0X2D / public) 8 81. 4. 10,000 sheets (H) The Ministry of Economic Affairs is accurate and the work is done in cooperation with Du Yin 4 L01BG? A (i ____IH3_ V. Description of the invention) In a preferred embodiment, the present invention provides a method for manufacturing a building panel Method: Use an appropriate glue to fix many flat-structured gold strips to each inner surface of a pair of panels;, Place the two panels in a mold at intervals; Send lightweight concrete or the like to In the space between the panels, M forms a slab, so that the inner surface of each panel can be bonded to the slab when the concrete is cured; and the concrete slab is cured. In the above embodiment, the panel with metal strips It is placed in the mold in an upright direction. The building panel thus formed can be peeled from the mold after about 16 to 24 hours. In this event, the panel should be kept at a Upright position, even after the panel is separated from the mold Next, the panel should be dried in the shade for 4 to 5 days to achieve a uniform cure. 0 Illustration of Xi Jianyou Explanation · The present invention will be described with reference to the specific embodiments shown in the following drawings, in which: Shown is a perspective view of a panel constructed in accordance with the present invention; Figure 2 is a detailed cross-sectional view of a panel prepared for testing; Figure 3 is a schematic view showing a test site where a load is applied to the panel »Figure 4 is a schematic diagram showing the distortion of the test part of the panel; Figure 5 shows the test panel constructed with a round reinforcing rod (please read the notes on the back and write it by Sun Yan (Wooden pages) This paper is printed on the standard fff trapped family standard (CNS) T4 regulation (210x297 gong) 9 81. 4. 丨 0,000 sheets (Π) printed by the Ministry of Economic Affairs ^ A Gongxiao rape cooperative 016CY Λ fi ___ Π_6_ V. Description of the invention () Partial cross-section; Part 6 shows the partial cross-sectional view of the inter-lattice panel constructed by the M flat dysprosium iron reinforcement according to the present invention. First refer to the drawing In the first garden of the middle, the compartment with the overall purlin of 10 contains a polystyrene particle made of concrete and scattered Lightweight concrete slabs 11 with a slab 12 formed of fiber-reinforced cement, such as a registrar in Australia labeled "Hardi flex" or a Malaysian merchant "Supaflex". According to In the present invention, the gold hurricane strip 14 is fixed to the inner surface 16 of the panel 12 by using a suitable adhesive for cement based on M latex. The thickness of the gold strips is 1.0 to 1.6 cm and about 50 Cm wide. Each metal strip 14 extends over the entire length of the panel 12 and spans the width of the entire panel 10 at equal intervals. The number and size of the metal strips 14 can be changed, depending on the requirements of the panel 10 Strength of. The slab 11 has a thickness of about 41 cm. In the embodiment in which the panel is omitted from the panel of the present invention, the panel 10 is similar to that shown in Fig. 1, except that the panel 12 is not included. Many experimental tests have been done. The results shown in Table 1 under K are the results, which indicate that some of the tested panels with 3.2 cm Supaflex panels and lightweight concrete slabs (about 600 kg / m3) (see Figure 2) The board is supported at 2300 centimeters wide, and the cadmium folds when the load is evenly distributed on it. The load of the panel and the method of measuring deflection are shown in Figure 3 and Figure 4, respectively. (Please read $ and pay attention to it and then "this page". This paper uses the Chinese National Standard (CNSMM regulations (210x297)) 10 81. 4. 10,000 ^ (1!) ^ OibCV Λ (i B 6 V. Description of the invention () Table 1 The result of the panel thickness reinforcement wrapped and distributed on the cadmium fold 50 cm without 154.5 kg 17 cm failure 50 cm 50 × 1 cm 396.0 kg 27 cm failure 50 cm 50 X 1.6 cm 434.0 kg 22 cm did not fail after two weeks 75 cm 50 × 1 cm 684.0 kg 16 cm did not fail after two weeks As indicated by the small tilt under load, the results from the comparison show that the strength of the panel of the present invention is clearly increased. Turning next to Figures 5 and 6, the laminated panel has a lightweight concrete slab core 11 and panel 12 as illustrated. In Figure 5, a circular reinforcing bar 18 is attached to the outside of the slab 11 However, in Figure 6 the flat steel strip Η 14 is glued to the panel 12. The advantages of using flat strip sheet steel reinforcement are shown in Table 2: (please read the back first and note #fill this page) Binding-Order _ Ministry of Economic Affairs Standard: Α, π 工 价 价 8: Du Du copy Zhang scales use Chinese sleepy specifications (210x297 male dragon) 11 81. 4. 10,000 ^ (II) V. Description of the invention (Table 2 A (i li (i 8 cm national shape reinforcing bar 10 cm painting shaped reinforcing bar 50 cm X 1 cm flat mesh iron 50 cm X 1.6 cm flat steel area: 50.26 cm2 circumference: 25.14 cm, area: 78.54 cm2 circumference: 31.42 cm section area: 50 cm2 circumference: 102 cm section area: 80 mm2 Cm circumference: 103.2 cm (please read the precautions before filling in this page) 装 · #_Ministry of Economic Affairs + Congjun Zun persuaded U Gongxiao " Cooperatives to print disasters assuming that all panel thickness is 50 cm, with 4.5 cm surface layer and 41 cm stone slab, when using a 10 cm diameter rod to approach the outer lining, the lever arm is 31 cm, but when using a 1.6 cm flat pin iron, the lever arm is 39.4 cm. Because of the weight Restricted, this slate material is very fragile. The reinforced steel is fixed to all surface areas of the outer surface of the slate, and this reinforced dysprosium is 50 cm wide in the example shown. It is assumed that the 50 cm reinforcement mesh is placed in the center of 300 cm This means that when a bending force is applied to the panel, the shear stress between the reinforcing mesh and any liner will be transferred between the 250 cm wide liner and the slab. In addition, if it is between the steel strip and the slab There is a sticky agent between the materials to create an additional 50 cm wide area to transfer the stress to the caliper bar. In any laminated grid panel, the shear stress determines the line that the slab must have-the paper scale is used in the as Home brown half (CNSHM regulation tft (21 (ix2W public office) 12 81. 4. 丨 〇, 〇⑻ Zhang (Bu :)
OibC!?OibC !?
Λ 6 B G 五、發明説明（） 最小強度，俾在其受到彎曲力時可Μ利用它的伸張和壓縮 構件，此與其中上下弦可Μ使用至只要簧板構件能承受所 受施力之程度的浙架沒什麽不同。 我們可了解到本發明的建築格間板Μ—種迄今未、見之 方式提供兼具強度與輕量化要求的措施。亦可Μ了解到本 發明的目的不限於上面所述的實施例而是附屬申請專利範 围。 (請先閲讀背而之注意本項再塡寫木頁) 經漪部中央標準劝工消"合作杜印製 本紙張尺度边用中S H家棕iMCNS) T 4規格（210 x 2丨)7公犮） -13 10,000¾ (II)Λ 6 BG 5. Description of the invention () The minimum strength, so that it can use its extension and compression members when it is subjected to bending force, and the upper and lower strings can be used to the extent that the spring plate member can withstand the applied force The Zhejiang frame is no different. We can understand that the building panel M of the present invention has provided a measure of strength and light weight in a way that has not been seen so far. It can also be understood that the purpose of the present invention is not limited to the above-mentioned embodiments but the scope of subsidiary patent applications. (Please read this note first, and then write a wooden page) Jing Yibu Central Standards Persuaded the Workers " Cooperative Du Printed Paper Size Side Use Middle SH Home Brown iMCNS) T 4 Specification (210 x 2 丨) 7 Gong Lu) -13 10,000¾ (II)