201139803 六、發明說明： 【韻^明戶斤屬之_厅々頁^^】 發明領域 本發明有關於嵌板。本發明之嵌板在構建模組化建築 單元方面特別實用。本發明還提供使用嵌板所構成的總成 及建築單元。 發明背景 在以下說明中，除非上下文明確指出，否則用語「壁」 應被寬泛地理解為指界定一體積或區域的一邊界或至少部 分分割一體積或區域的結構。因此，一使用於一結構中被 描述為一壁的一結構中所使用的一嵌板也可能也適於用作 底板或頂板，或分割體或其他結構。 已有許多利用預製房屋方法論來實現廉價廉並快速構 建建築的提案。預製模組化系統之範例包括以下專利說明 書中所揭露者：US 6,625937 ; US 5,706,614; US 4，120，133 ; US 6,826,879 ； US 4,045,937 ； US 5,402,608 ； US 4,807,401 ； us 4,545，159 ;及W02005/038155。 本案申請人也已在名稱為「Unitised Building System」 的共同審查中之國際專利申請案PCT/AU2009/001236中描 述此領域中的新發明。 這些先前專利說明書中所述之結構典型地使用由鋼或 其他材料構成的複數建築單元，之後該等建築單元連接在 一起，形成一建築。 201139803 例如，在我們的先前專利說明書中，複數建築單元總 成依據一預定義的結構被預製且接著被組裝以產生一建 築。在大多數實施例中，該等建築單元由鋼形成。然而， 其他材料也可被使用。 在我們早先的說明書PCT/AU2009/001236之第16圖-在 本文中被複製為第1圖中，繪示該建築單元總成及用以使各 種不同的單元互連的連接總成之一實施例之結構。從廣義 上而言，此一建築單元總成之構造遵循以下程序：構建一 自支撑單元，之後將一或更多個支樓柱附接到其外部。 在第1圖所示之配置中，側壁6由類似於運輸貨櫃中所 用者的異壓型鋼板179形成。典型地，鋼板厚度為丨6mm且 一單板用於可具有一 2700mm高度及一 l〇m到2〇m長度的整 個壁。側壁6包括被焊接到壓型壁板材179之上緣的一上軌 條180。典型地’軌條180為60x60mm且有3mm厚的一壁。 側壁6還包括大體為c形段的一下軌條182，下軌條182有一 下凸緣183及一較寬的上凸緣185，上凸緣185被焊接到片材 179之下緣。下軌條182之中央腹板的深度典型地為16〇nm 且材料厚度為4.5mm。 底板8可由橫向延伸在側壁6間之建築且中心距為 400mm的複數鋼檁條184組成。該等檁條之端部被焊接或螺 栓連接到側壁6之下軌條182之中央腹板上，如圖所示者。 該底板進一步包括用螺絲等固定到檁條184上的膠合板底 板 186。 頂板10是由可與側壁6所用者相同的壓型鋼板186組 201139803 成。該頂板進一步包括一頂執條188，在所示配置中該頂軌 條為一壁厚6mm的55x55mm的L形截面槽鋼。頂軌條188可 被焊接或螺栓連接到側壁6之上軌條180上。 建築單元2之另一側壁4為類似構造而不需要描述。 側壁4和6及底板與頂板8和1〇之組件界定建築單元的 箱狀結構，該結構在使用中能夠支撐其自身重量及對其施 加的活載重。在所示配置中，内側壁襯有一藉由上下板條 194及196而被連接至片材179之内側的一雙層防火石膏板 190及192。同樣地’頂板襯有藉由天花板板條2〇2而被連接 至嵌板186之内表面的二石膏板198及200。雙層石膏板連同 該等石膏板與壓型片材179及嵌板186之間的空隙增加建築 單元自身及其間的防火等級及隔音效果。 第1圖還繪示一柱形元件22及其附隨的下安裝塊24及 上安裝塊26。在所示配置中，柱形元件22由一 100x100mm， 且壁厚9mm的方形截面鋼樑形成。其上端20被直接焊接到 側壁6之上軌條180上。柱形元件22之頂部被焊接到上安裝 塊26上且柱形元件22之底部被焊接到下安裝塊24上。在所 示配置中，下安裝塊24稍寬於上位塊26且其内側延伸成槽 鋼，該槽鋼形成側壁6之下軌條182並焊接至其上。這完成 了柱形元件2 2及安裝塊24及2 6與側壁6的連接。建築單元總 成之其他的柱形元件16、18及20以類似方式連接而不需要 描述。 本說明書之第2圖複製PCT/AU2009/001236之第79圖 且繪示第二種類型的建築單元之構造。此實施例與先前實 201139803 施例之不同之處在於其主要對其壁、底板及頂板構造使用 平板，而不是先前實施例中所用之波紋壓型板。第2圖繪示 一建築單元400之一部分分解橫裁面圖。該建築單元包括— 壁板402，一頂板4〇4及一底板406。 頂板404有一邊角型材408，邊角型材408，例如，可以 是一4mm厚的ii〇mmxii〇mm的角狀型材。其被焊接到壁部 板材410上，壁部板材41〇可以是丨6mm厚的鋼板。 一系列檁條411延伸穿越頂板4〇4到達與型材408相同 的另一角狀型材。檁條411於其端面被焊接到角材408上且 沿其上緣焊接至板材410«類似的檁條41丨沿該頂板等距間 隔，例如，中心距為6〇〇mn^在較佳實施例中，該等檁條 為C10019規格的檁條。 壁板402之構造類似於頂板4〇4之構造^在壁板402上有 一角狀型材412。角狀型材412支撐頂板且可能與頂板上之 角狀型材408之尺寸類似。第二角狀型材414位於頂板4〇2之 底部。此角狀型材414支撐底板406。在此範例中，下角材 414尺寸為210mmxll〇mm且厚3mm。壁板上覆蓋有鋼板， 例如，2.4mm 450MPa的鋼板。其於頂部被焊接到角材412 且於底部焊接到角材414上。鋼板壁板416使用延伸在下角 狀型材414與上角狀型材412間的C形檁條418被加強。該等 C形檁條沿壁長等距間隔且焊接至c形檁條。在所示實施例 中，檁條418可以是沿壁以6〇〇mm中心距而設置的C7519規 格檁條。 底板406有類似於頂板404及壁402的一構造。底板406 201139803 每一鈿（在此圖中僅繪示出一端）皆有一角狀型材42〇，一由 鋼片般板422所組成的下底板被焊接至角狀型材420上。底 板422上焊接有(：形檁條’該等c形檁條延伸在該底板之兩 端的角狀型材420間。在此情況下，底板檁條可以是具有 C20019規格者，沿底板以6〇〇mrn中心距被設置。 如同先前實施例中一樣，頂板、底板及壁板將銜接並 被焊接在一起。 如同上述第一範例中一樣，使用波紋型材的構造可能 在強度上是有利的，然而，板材上的波紋限制可能或實際 的内部處理及襯料。 第二範例之平板構造增加安裝襯料在結構内側的選 項。然而，由於許多組件需要被組裝，故用檁條及板材構 建一結構較為複雜且勞力密集。 因此’本發明之一目的在於提供適於使用在具有此— 類型及其他型式之建築單元中的一嵌板，該嵌板解決先前 技術中的一或更多個缺點，或至少提供它們的一實用替代 選擇。 在本說明書中所提及的任一先前技術都不被或不應被 視為是承認或以任一型式暗示此一先前技術形成澳大利亞 或任何其他管轄區所公知之技術的一部分、或此一先前技 術可能被合理地預期被熟於此技者獲悉、理解並視為相關。 【明内3 發明概要 本文描述用以形成一裝配式結構的嵌板，該敦配式結 201139803 構包括： 至少一壁部；及 至少一結構部分，鄰接一壁部縱向延伸，該結構部分 被配置成在使用中加強該裝配式結構。 該至少一壁部可包括一或更多個適於加強壁部的次級 加強結構。最佳地是，該加強結構適於加強壁部。 次級加強結構可包括至少一個縱向延伸穿越壁部的加 強肋。最佳地是，該等加強肋延伸成平行於嵌板之結構部 分。 最佳地是，界定壁部的結構被配置成，例如，以形狀 及/或範圍來界定可在使用中與額外嵌板層協作的至少一 表面，以使用約束層阻尼在嵌板中實現理想聲音傳輸特性。 在一較佳實施例中，壁部之第一面界定一平面。該平 米可由實質上為平面的區域、共平面條或凸起部或用來界 定壁部之理論平面的其他結構界定。最佳地是，接近100% 的壁部用來界定該平面。在某些實施例中，較低比例的壁 部界定一平面，但是較佳地是，至少50%的第一面處於一 公用平面中。此一結構可輔助實現上述理想的聲音傳輸特 性。 壁部還可包括一重疊部分，其在使用中適於與一相鄰 嵌板或另一結構重疊。結構部分也可包括一重疊型材。二 重疊型材可以是互補的形狀，以有助於沿它們各自的重疊 部分連接上方類似嵌板。 最佳地是，嵌板包括一壁部及一結構部分。該結構部 201139803 分較佳地界定嵌板之一縱向邊緣。一嵌板可包括複數壁及 或結構部分。 結構部分較佳地包括在與壁部之第一面的相反方向上 自嵌板向外突出的一加強結構。該加強結構可被製作成在 嵌板内形成一整體式樑的形狀。 壁部及結構部分以一較佳形式形成一整體。最佳地 是，嵌板藉由輥壓成型、按壓或摺疊金屬板而形成。然而， 其他成型技術及材料也可使用。 本文還揭露包括複數個本文所述類型之類似嵌板的一 壁板總成。該等類似嵌板可被配置成使得每一嵌板與至少 另一嵌板重疊，使得相鄰嵌板可在重疊區域中彼此貼附。 最佳地是，該等壁部對齊以界定一延伸壁表面。 壁板總成可包括附接到一或更多個壁板之第一面的一 襯料層。該襯料層可機械地附接至該（等）嵌板，例如，使用 螺絲、鉚釘、夾子、螺栓或其他機械緊固件。可選擇地， 該襯料層可被結合到該（等）嵌板上，例如，使用一黏合劑。 中間層可被定位於襯料層與該（等）嵌板之間，例如，隔音及 /或絕熱。該中間層的一較佳形式為一隔音的熱傳遞層，例 如，一聚合物層。在此情況下，其可夾在相鄰層之間，例 如，襯料層與（多個）嵌板之間，以透過約束層阻尼使聲音在 嵌板結構中的傳輸最小化。 該嵌板總成還可包括至少一個橫向於嵌板之結構部分 所在方向而延伸的樑。該等嵌板可被附接到該樑上，例如， 藉由焊接、螺栓連接、旋接或某一種機制。 201139803 本發明之額外層面包括一建築單元，該建築單元具有 包括本文所述之嵌^板或寂板總成的一壁、底板或頂板結構 中的至少一者。較佳地是，該建築單元大體上為 PCT/AU2009/01236中所記載的類型。 如本文所用者，除非上下文需要，否則用語「 comprise (包含）」及其變化型態，諸如「comprising(包含）」、 「（comprises)包含」及「（comprised)包含」不欲將其他添加 物、組件、整數或步驟排斥在外。 圖式簡單說明 本發明之示範性實施例將僅藉由舉例方式參照附圖而 被描述，其中： 第1圖複製PCT/AU2009/001236之第16圖； 第2圖複製PCT/AU2009/001236之第79圖； 第3圖繪示依據本發明之一實施例的一嵌板之一橫截 面圖； 第3A圖繪示第3圖之詳細部分A之一橫截面圖； 第4圖繪示被組裝成一嵌板結構的第3圖中所示類型之 複數嵌板之橫截面； 第5圖繪示使用第4圖中所示類型之嵌板結構所形成的 一壁之橫截面； 第6圖繪不使用第5圖中所示類型之嵌板結構所形成的 一建築單元之-部分分解橫截面圖； 第6A及6B圖更加詳細地繪示第6圖之壁板組件；以及 第7A至7C圖纷示依據本發明之若干實施例而製成的 10 201139803 嵌板之替代特徵。 第8圖繪示依據本發明之一實施例，可用以形成一壁板 的一坯料； 第9圖繪示使用第8圖之坯料所形成的嵌板之一剖面 圖； 第10圖繪示第8及9圖中所示類型的一系列嵌板，它們 已被組裝成一篏板總成； 第11圖繪示用以形成用在本發明之實施例中的一樑的 一坯料； 第12A及12B圖繪示由第11圖之坯料所形成的樑之橫 截面圖及正視圖； 第13A及13B圖繪示可在本發明之實施例中使用的另 一標之端視圖及側視圖； 第14A及14B圖分別繪示包含第12及13圖中每一者中 所示的一樑及第9圖中所示之類型的一系列嵌板及第2 8圖 之加強構件的一嵌板總成之一段之正視圖及側視圖； 第15圖繪示依據本發明之另一實施例，可用以形成一 嵌板的另一坯料； 第16A及16B圖分別繪示使用第15圖之坯料所形成的 嵌板之橫截面圖及正視圖； 第17圖繪示可用以形成包括第15及16圖中所示類型之 嵌板的一嵌板總成的一側樑之橫截面圖； 第18圖繪示包括依據第17圖之樑及依據第15及16圖之 嵌·板的一欲板總成； 201139803 第19圖繪示依據本發明之一實施例，可用以形成一嵌 板的另一示範性述料； •第20及21圖分別繪示使用第19圖之坯料所形成的嵌板 之正視圖及橫截面圖； 第22圖繪示使用第19至21圖之嵌板所形成的一嵌板總 成的一部分； 第23圖繪示第22圖中所示之嵌板之一面之一封閉式端 視圖， 第24圖繪示依據本發明之一實施例，用於用在一嵌板 總成中的一加強構件的一坯料； 第25及26圖分別繪示由第24圖之坯料所形成的一構件 之側視圖及端視圖； 第27圖繪示依據本發明之一實施例，用於用在一嵌板 總成中的一加強構件的一坯料；以及 第28及29圖分別繪示由第27圖之坯料所形成的一構件 之端視圖及側視圖。 I：實施方式3 實施例之詳細說明 在一較佳形式中，本發明提供將一壁部與一結構構件 結合的一嵌板。有利地，結構構件可被配置成提供包含嵌 板之一結構的結構強度，同時壁部界定一表面。壁部藉由 將加強結構納入其中可被加強以抵抗變形。 第3圖繪示一示範性嵌板300之一橫截面。該嵌板大體 包含一壁部302及一結構部分304。部分302及結構部分304 12 201139803 例如藉由棍壓成型或壓製以一單片材料被—體成型。 壁。卩302包含一大體為平面的腹板，該腹板中形成複數 相對扁薄加強肋306、308及310。這些加強肋使壁部3〇2之 縱向彎曲最小化。壁部302之第一面311包括複數區域3〇5、 307及305，它們一起界定一平面。在使用中，嵌板之第一 面將界定使用嵌板之結構的一顯露面。因此，藉由提供一 平面或界定一表面的一系列固定點，一襯料可被固定到其 上，以輔助覆蓋嵌板。 嵌板之第一面313不需要界定一平面，但是在某些範例 中可界定一平面，例如，加強肋上最外側的點/區域可界定 一平面，必要的話可有助於包覆或加襯於嵌板之第二面。 結構部分304包含類似於一樑或檁條的結構且包括自 壁部302之平面延伸出去的一直立壁312。直立壁312併入相 對較短的橫向腹板314 ’相對較短的橫向腹板314併入一短 折回凸緣316。 在第3圖之實施例中’結構部分3〇4經由一肋318併入壁 部302 ’肋318類似於加強肋306、308及310。第3A圖繪示第 3圖之詳細部分a之一橫截面圖以更佳地繪示肋318之結構。 在整個結構中，結構部分304，包括肋318，理論上類 似於與壁部3〇2形成一整體的一z形檁條。壁部302之加強肋 3〇6、308及310足以防止壁部302變形。然而，嵌板3〇〇之結 構部分302為嵌板300的主要加強結構且旨在向使用嵌板的 一總成提供結構強度。例如，當用在本文所述之類型的一 建桌單元時’加強肋306、308及310防止壁彎曲或撓曲，同 13 201139803 時結構部分界定該建築單元之結構支撐物之一部分，以使 其在使用中能自支撐，承載活載重並輔助轉移建築單元中 的橫向應力。 在此範例中，报板由1.6mm的鋼片製成。嵌板壁302包 括複數相同的重複剖面324、326及328，每一剖面均包括間 隔一壁加強肋的一雙壁子截面。在此範例中，每一重複剖 面均有一表示為「p」的200mm的尺寸，使得壁部302總長 600mm。結構部分304形成一結構形槽鋼，該結構形槽鋼深 度為「d」，即與壁部302之壁表面311之距離為d。在此範例 中，槽鋼之深度「d」為75mm且槽鋼之寬度為70mm。槽鋼 上的折回凸緣316與其内壁312成5度角。不同的尺寸，例如 「d」及「p」及材料厚度可用以實現特定結構或壁特性。 表格1繪示可用在特別適於例如底板、壁板及頂板的不同用 途的嵌板範例中的一系列不同尺寸。其他尺寸及外形也是 可能的。 14 201139803 物4»«欢 尺寸V Γ^ϊγ W 75dx70bx1.6tx600p 15 400^- W ?Sdx70bx1.6tx400p W 75dx70bx1.6tx200p 75 loo^· 银 R 100dx70bx1.6lx600p 100 600-- R 100dx70bx1.6tx4〇0p 100 R 100dx70bx1.6fx200p 100 2〇〇' 成 扳 F 125dx70bx1.6tx600p 125 ~""""6〇5 F 125d)c70bx1.6ti(400p 125 F 125dx70bJ(l6fx200p 125 2〇ia' ^〇〇^~ F 150dx?0bx1.6tx600p Ϊ50 F 150dx70bxt.6tx400p IIB ISO .............. 150 F 150dx70bx1.6tx200p F 17Sdx70bxUtx600p 175 F 175dx?0bx1.6tx400p 175 F 175dx70bx1.6tx200p 175 F 200dx70hx1.6tx60Op 200 600^ F 200dx70bx1,6fx400p 200 4〇〇 F 200dx70bx1.6tx200p 200 2〇T^ 表格1 同的 將瞭解到的是，可對嵌板3〇0之特定結構做各種不 更加詳細地描 =輪本恢_理。糾_例被繪: 第7a至7eg及第8圖中，該等範例將在下文中 述0 第4圖繪示複數個(例如在此實例中為3個）第頂中所示 類型之嵌板可如何被組裝以產生—較大的嵌板結構。在第4 圖中繪示有由第3圖中所示類型之三嵌_〇所形成的-後 板總成的一段。嵌板3⑻被配置成使得每-嵌板3〇〇均與 次一嵌板300部分重疊。重疊方式是這樣的：每一壁板之自 由端303在其相鄰的上方面板300之肋318下方。相鄰壁板可 例如藉由點焊、MIG(金屬惰性氣體）焊接、TIG(惰性氣體) 焊接或弧焊而順著相鄰壁板之重疊區域之長度被附接，例 15 201139803 如焊接在一起。 第4圖中所示之壁板裝置450有一嵌板結構，該嵌板結 構之第一面452實質上是平坦的，具有複數突出結構肋，呈 第二面454上之突出結構部分304的形式。 因此，嵌板結構450所產生的結構理論上非常類似於與 第2圖相關聯而被提及的先前技術板材及檁條壁。然而，這 已經使用一非常不同的組件集合而得以實現。有利地，由 於檁條及板材不再需要被單獨處理且彼此連接，故依據本 發明之一實施例而被製成的一嵌板結構中所使用的組件數 目減少’且焊接操作的數目減少（相較於板材及檁條方法）。 現在參照第5圖’缯示一壁板5〇〇。壁板5〇〇由以第4圖 中所示方式彼此焊接的三嵌板3〇〇形成。嵌板3〇〇之第一面 上覆蓋有襯料層502。夾在襯料層502與嵌板結構3〇〇之間的 為吸音層504。最佳地是，吸音層5〇4為聚合物材料且藉由 被稱為約束層阻尼的一機制防止聲音傳遍嵌板結構5〇〇。 聲音阻尼的等級可藉由選擇一適當的壓型嵌板而被挑 選。若一較高的阻尼（對一特定層材料而言）是必需的，則一 較大範圍的嵌板例如幽％或接近刚％，可藉由最大化接觸 約束層之錄第-面的比例而被利用在約束層阻尼中。這 可例如藉由乍加強結構(諸如第7A圖中）或淺到足以使第一 面實際上平坦化的加強結構來實現，使得吸音層可夾在嵌 板第一面與襯料層之間以使其與此二者接觸，甚至是在該 (等）加強結構之凹進部分中。 從第5圖中所示之構造可以看出，嵌板結構500的-大 201139803 表面積可被使用作聲音的約束層阻尼。這在未使用具有配 合壁上之波紋的一複雜内剖面的一襯料結構的密波紋結 構’諸如運輸貨櫃及類似物中所使用之壁上是不可行的。 因此’可以看出，上覆一相對較平表面的嵌板結構優於一 高度波紋結構。 第6圖繪示類似於第2圖中所示者的一建築單元的一部 分的一部分分解橫截面，只是所包括的壁、頂板及底板是 使用第3圖中所示之類型的嵌板製成的。 建築單元包括一壁板總成602、一頂板總成604及一底 板總成606。第6A及6B圖更加詳細地繪示壁板總成6〇2。 壁板總成602之構造類似於頂板總成6 〇 4及底板總成 606之構造。在壁板總成602上有一角狀型材612。角狀型材 612支撐頂板總成且可與相鄰頂板總成上的一相等段之尺 寸類似。第二角狀型材614位於壁板總成602之底部。此角 狀型材614在使用中支撐底板606。在此範例中，下角材614 尺寸為210mmxll0mm且厚3mm。壁板總成602上覆蓋有第3 圖中所示之類型的複數嵌板616。每一嵌板616被焊接到其 頂部的角材612及其底部的角材614上。嵌板616之結構強度 由嵌板之一體成型結構段618所賦與，其如同檁條一般運作 且延伸在下角狀型材614與上角狀型材612之間。 頂板總成604有一邊角型材6〇8，例如可以是一 4mm厚 的llOmmxllOmm的角狀型材。其以類似於壁板6〇2中所使 用的嵌板616的形式被焊接到一系列嵌板61〇上。例如，頂 部嵌板610可以是表格1中所示之類型丨〇〇dx7〇bx丨6χ6〇〇ρ。 17 201139803 底板總成606有類似於頂板604及壁602的一構造。底板 606在每一端（在此圖中僅繪示出一端）皆有一角狀型材 620，角狀型材620被焊接到包含嵌板622的一下底板上。例 如，底板606之嵌板622可以是表格1中所示之類型 F200dx70bxl.6x600p。 如同先前實施例中一樣，頂板總成、底板總成及壁板 總成將銜接並被焊接在一起。 第7 a至7 c圖繪示依據本發明之不同實施例的三個替代 實施例，顯示不同剖面的嵌板。嵌板元件7〇〇、720、740中 的每一者各大體上包括一壁部7〇2、722、742及一結構部分 704、724及744，如同與第3圖之範例相關聯所示者一樣。 在第7a圖中’壁部7〇2中的加強肋相較於第3圖之範例 中所示之寬淺肋更加直立且更窄。加強肋706、708及710有 一大體類槽鋼的形態。因此，此範例在一單一平面中提供 較大比例的壁部。嵌板元件700之結構部分7〇4類似於第3圖 中所示者。 在第7B圖中，加強肋726、728及730有一半圓剖面。然 而’結構部分724並不包括先前實施例中所示的一折回凸緣 部分。而是，結構部分724僅為一直立凸緣。 第7C圖繪示另—實施例。在此範例中，嵌板74〇、相對 較寬的槽鋼形加強肋746及748用以加強嵌板740之壁部 742。然而’應指出的是，壁部740的第一面750有一相當大 比例仍同樣置於一公用平面中。正如先前實施例一樣，此 有助於使用黏合劑來將一襯料層附接到内表面750上，此外 18 201139803 還允§午一相當比例的内壁在嵌板元件與概料層之間夾置一 阻尼層以使一組裝嵌板結構中的聲音傳送最小化。嵌板元 件740之結構部分744與先前實施例之不同之處在於，結構 部分744有一折回凸緣744a且使加強肋向壁部742折回，而 不是有一向外延伸的凸緣部分。 現在將描述依據本發明之實施例的一系列另外的嵌板 及肷板總成貫施例。這些實施例類似於上述那些實施例且 緣示本發明之各種不同層面之另外實施。 首先參照第8圖，其繪示可用以形成類似於上述嵌板之 嵌板的一嵌板坯料800之一俯視圖。將可以看出，嵌板坯料 800大體上呈矩形，但是不同於先前實施例，其包括沿著坯 料800之二橫向邊緣8〇6及8〇8的一系列孔8〇2及8〇4。藉由彎 曲坯料800以使其具有第9圖中所示之—剖面而使坯料8〇〇 形成一嵌板。第9圖之成品嵌板900形成為使得其有一壁部 902及一結構部分904 ^壁部9〇2與結構部分9〇4之間的接面 包括-凹進的重疊部分9G6’其中-相鄰的類似嵌板之壁部 之自由端可容納在一嵌板總成中。正如先前實施例一樣， 結構部分904形成沿嵌板縱向延伸的一類檁條加強肋。 第10圖繪示第9圖中所示之類型的一系列欲板，該等嵌 板被配置成-f疊結構’使得它娜成_嵌板總成麵的 4为。欲板900與它們的相鄰嵌板沿它們各自的重疊部分 連接’如同先前實施例中一冑。沿它們的橫向邊緣延伸的 孔804可用以將嵌板附接到一樑或另一橫向延伸的支撐結 構上以向嵌板總成1000提供結構強度。較佳地是，嵌板9〇〇 19 201139803 在它們的孔804周圍被焊接到支撐結構上。 第11至12B圖繪示可用以形成使用第9圖之嵌板的一嵌 板總成的一樑之細節。在這方面，第丨丨圖繪示一樑坯料〖1〇〇 的一部分。該坯料為3mm的一鋼條1102，其中形成有複數 個孔。第一組孔包含沿坯料11〇〇之一邊緣延伸的一系列孔 1104。第二系列孔11 〇6沿链料11 〇〇之一内部延伸。 第12A及12B圖繪示由第11圖之坯料11〇〇形成的一樑 1200。樑100之橫截面實質上為L形，如第12A圖中所示者， 孔1104及1106位於樑1200之直立凸緣中。第13八及13B圖繪 示可用在本發明之實施例中的第二樑結構。第13A及13B圖 中所示之樑大體上與第11至12B圖中所示者類似，其橫截面 實質上為如第13A圖中所示之L形。然而，樑13〇〇在其一面 上包括第一系列孔1302且在其另一面上包括第二系列孔 1304。如同先前實施例中一樣，孔1302及1304能夠用以將 樑固定到嵌板上。最佳地是，藉由透過孔1302及1304將樑 焊接到嵌板上來進行固定。 第14a及14B圖分別繪示一嵌板總成1400之一段之正視 圖及端視圖，嵌板總成1400的一段連接第8至13B圖之嵌板 與樑及第28圖之加強肋2800。嵌板總成1400包括依據第13A 及13B製成的第一樑1402及依據第12A及12B圖製成的第二 樑1404。樑1402及1404支撐第9圖中所示之類型的複數嵌板 1406。嵌板1406藉由沿它們的重疊部分焊接而彼此貼附， 且藉由透過它們的孔沿它們的橫向邊緣而附接到樑1402及 1404上。可選擇地，或額外地，嵌板1406可藉由透過樑 20 201139803 1402、1404中的孔來焊接而被附接到樑14〇2及14〇4上。嵌 板總成1400還包括用以向包含嵌板總成14〇〇的一建築單元 增加額外強度的加強構件14〇8 ^該加強構件沿其邊緣被焊 接到嵌板上且被焊接到樑14〇2及14〇4的每一端上。加強構 件1408之細節被繪示於第27至29圖中。 第15圖繪示依據本發明之一實施例，用以形成一嵌板 的一坯料1500。不同於先前實施例，坯料1500不是矩形的， 而是包括一沿其橫向邊緣1502及1504的階狀剖面。此剖面 中的階級對應於所形成嵌板中的不同區域，如第16A及16B 圖中所示者。坯料1500之第一部分1506被配置成形成嵌板 之一壁部。該坯料之次一部分1507在使用中提供一壁階來 允許疊置相鄰嵌板。略寬於部分1506的坯料1500之次一部 分1508被配置成形成嵌板之結構部分之直立腹板。坯料之 次一部分1510被配置成形成嵌板之結構部分之頂部。坯料 之最後部分1512被配置成使得其在所形成的嵌板之結構部 分上形成一折回凸緣。可以看出，形成該嵌板於成形後結 構部分之頂部的坯料1510的部分明顯寬於嵌板坯料之餘 部。因此，一旦坯料15〇〇形成一嵌板，該嵌板之結構部分 即在其每一端上包括向外延伸至嵌板之其餘部分之外的一 耳片1514。 第16A及16B圖繪示由第15圖之述料形成的一敌板之 橫截面圖及端視圖。首先參照第16A圖所示之橫截面，嵌板 1600形成為使得壁部1602大體為平面且在第一方向上延 伸，且結構部分1604形成為類似一C形樣條。從第16B圖中 21 201139803 可以看出，嵌板1600包括向外延伸到結構部分1604之餘部 外的一對耳片1606。耳片1606的使用將與第18圖相關聯在 下文中說明。 然而，首先，第17圖緣示可以有利地被用以形成包括 第16 A及16B圖之嵌板的一嵌板總成的一樑的一橫截面。標 1700之橫截面在第17圖中被繪示成大體為Z形。其包括第一 水平腹板1702、一直立腹板1704、第二橫向腹板1706及一 折回凸緣1708。折回凸緣1708及第二橫向腹板1706連同直 立部分1704共同形成一槽鋼ΠΙΟ。 第18圖繪示包含第17圖中所示之類型的一對橫向延伸 樑1802及1804以及第16A及16B圖中所示之類型的複數嵌 板1806的一嵌板總成。可以看出，嵌板1806疊置在橫樑18〇4 與1802之間使得嵌板1806之耳片1808支撐在樑1802之第二 橫向腹板上。嵌板壁部支撐在每一樑1802及1804之第一橫 向腹板上。嵌板1806可以上述方式被彼此焊接，且還沿它 們的一或更多鄰接邊緣被焊接到樑丨8〇2及1804上或點焊到 它們的耳片1808。嵌板總成1800另外包括一系列成品嵌 板，諸如端板1810及1812，它們與第及16B圖之嵌板共 有一般特性，但是有不同的尺寸，以形成一整齊的成品嵌 板總成。嵌板總成1800還包括被用來增加一包含嵌板總成 1400之建築單元的額外強度的加強構件丨8丨4。加強構件 1814沿其邊緣被焊接到嵌板上且經每一耳片1816焊接至樑 1812。加強構件1814之細節被繪示於第24至26圖中。 第19至23圖繪示本發明之各種不同層面的又一組實施 22 201139803 例。在第19圖中繪示有一坯料1900，其整體外觀類似於第 15圖中所示者。坯料19〇〇包括一旦形成即為嵌板壁部之一 部分的第一段1902。接下來，一短段1904被提供，當其被 成形時形成嵌板之一壁階重疊部分，用以銜接一相鄰嵌 板。接下來，嵌板之結構部分由一系列的三坯料段1906、 1908及1910形成。部分1908自坯料1900之每一橫側向外延 伸，在坯料之每一端上形成耳片1912。由坯料1900製成的 最終形成嵌板被繪示於第2〇及21圖中。可以看出，除了結 構部分2002與壁部2004之相對高度及深度以外，嵌板2000 之剖面幾乎與嵌板900之橫截面相同。壁部2004透過由坯料 1900之一段1904所形成的壁階重疊部分2006與結構部分 2002合併。從第20圖可以看出，嵌板2000包括結構部分2002 的頂部上的向外突出的耳片2008。 第22圖繪示由複數嵌板2202形成的一嵌板總成的一 段，嵌板2202為第20及21圖中所示之類型。該等嵌板藉由 一對樑中的一者支撐在每一端上。樑2204之形狀類似於第 Π圖中所示之樑的形狀，只是被製作成支撐諸如第20及21 圖中所示者的一嵌板的尺寸。 第23圖提供第22圖之嵌板總成2200之一樑2204及一嵌 板2202的一更加詳細的橫載面圖。此視圖更清晰地繪示樑 2204如何支撐嵌板2202之壁部2302及耳片部分2304。 第2 4圖繪示用在形成可用在依據本發明之某些嵌板總 成中的加強構件的一嵌板坯料2400。該嵌板坯料大體上對 稱於其中心線且包括一中央腹板部分2402，中央腹板部分 23 201139803 2402界定述料之最寬部分。自該中央腹板向外的為形成壁 的一對腹板部分2404，接著是一對形成為加強肋上之凸緣 的最外層部分2406。坯料之中央部分24〇2包括—向外延伸 到坯料2400之其餘部分外的一對耳片24〇8。 第26圖繪示使用述料2400所形成的一加強構件25⑻之 一橫截面。第25圖繪示加強構件2500之正視圖。可以看出， 加強構件2500大體為禮帽形。坯料2400之耳片24〇8仍以耳 片2502的形式突出形成構件2400之端部。這些耳片的用途 與第16B圖中所示之耳片1606相同。構件25〇〇被配置成用在 第18圖中所示之類型的-嵌板總成中。在此類嵌板總成中 包含構件25 00允許包含該嵌板總成的一完整建築翠元更佳 地轉移橫向負荷。 第27圖繪示用以形成可用在依據本發明之某些嵌板總 成中的加強構件的一嵌板坯料2700。該嵌板坯料大體為矩 形且包括一中央腹板部分2702。自該中央腹板朝外的是形 成壁的一對腹板部分2704 ,接著是一對形成成品加強構件 中之凸緣的最外層部分2706。 第29圖繪示使用坯料2700所形成的一加強構件28〇〇之 一橫截面。第28圖繪示加強構件2800之正視圖。可以看出， 加強構件2800大體為禮帽形段。構件28〇〇被配置成用在第 14A及14B圖中所示之類型的一嵌板總成中以加強該嵌板 總成中的孔。此類嵌板總成中包含構件2800允許包含該嵌 板總成的一完整建築單元更佳地轉移橫向負荷。 本文所述之每一嵌板元件均將典型地由單一金屬板形 24 201139803 成且在提供輪廓的情況下壓製或輥壓成型。有利地是，輥 壓成型可在完成一建築模組構造的位置上實現，且嵌板段 可被形成為連續段並使用一適當配置的剪刀裁切成適當尺 寸。在某些實施例中，塑膠或複合構造可用以藉由模製或 其他適合的成型技術來製造嵌板。 還將瞭解到的是，不同的輪廓可被產生且任一實施例 中的特徵組合可被重新安排以形成供選擇的嵌板配置。 將理解的是，此說明書中揭露及定義的發明擴展到本 文或圖式中所提到的或顯而易見的個別特徵中的兩者或更 多之所有可選擇組合。所有這些不同的組合構成本發明之 各種不同的可選擇層面。 I：圖式簡單說明3 第1圖複製PCT/AU2009/001236之第16圖； 第2圖複製PCT/AU2009/001236之第79圖； 第3圖繪示依據本發明之一實施例的一嵌板之一橫截 面圖； 第3A圖繪示第3圖之詳細部分A之一橫截面圖； 第4圖繪示被組裝成一嵌板結構的第3圖中所示類型之 複數嵌板之橫截面； 第5圖繪示使用第4圖中所示類型之嵌板結構所形成的 一壁之橫截面； 第6圖繪示使用第5圖中所示類型之嵌板結構所形成的 一建築單元之一部分分解橫截面圖； 第6A及6B圖更加詳細地繪示第6圖之壁板組件；以及 25 201139803 第7A至7C圖繪示依據本發明之若干實施例而製成的 嵌板之替代特徵。 第8圖繪示依據本發明之一實施例，可用以形成一壁板 的 场料， 第9圖繪示使用第8圖之坯料所形成的嵌板之一剖面 圖； 第10圖繪示第8及9圖中所示類型的一系列嵌板，它們 已被組裝成一嵌板總成； 第11圖繪示用以形成用在本發明之實施例中的一樑的 一坯料； 第12A及12B圖繪示由第11圖之坯料所形成的樑之橫 截面圖及正視圖； 第13A及13B圖繪示可在本發明之實施例中使用的另 一標之端視圖及側視圖； 第14A及14B圖分別繪示包含第12及13圖中每一者中 所示的一樑及第9圖中所示之類型的一系列嵌板及第28圖 之加強構件的一嵌板總成之一段之正視圖及側視圖； 第15圖繪示依據本發明之另一實施例，可用以形成一 嵌板的另一坯料； 第16A及16B圖分別繪示使用第15圖之坯料所形成的 嵌板之橫截面圖及正視圖； 第17圖繪示可用以形成包括第15及16圖中所示類型之 嵌板的一嵌板總成的一側樑之橫截面圖； 第18圖繪示包括依據第17圖之樑及依據第15及16圖之 26 201139803 嵌板的一嵌板總成； 第19圖繪示依據本發明之一實施例，可用以形成一嵌 板的另一示範性述料； 第20及21圖分別繪示使用第19圖之坯料所形成的嵌板 之正視圖及橫截面圖； 第22圖繪示使用第19至21圖之嵌板所形成的一嵌板總 成的一部分； 第23圖繪示第22圖中所示之嵌板之一面之一封閉式端 視圖； 第24圖繪示依據本發明之一實施例，用於用在一嵌板 總成中的一加強構件的一坯料； 第25及26圖分別繪示由第24圖之坯料所形成的一構件 之側視圖及端視圖； 第27圖繪示依據本發明之一實施例，用於用在一嵌板 總成中的一加強構件的一坯料；以及 第28及29圖分別繪示由第27圖之坯料所形成的一構件 之端視圖及側視圖。 【主要元件符號說明】 2...建築單元 24...下安裝塊/安裝塊 4、6...側壁 26...上安裝塊/上位塊/安裝塊 8...底板 179...壓型鋼板/壓型壁板材/板材 10...頂板 180...上軌條/軌條 20...上端 182...下軌條 22...柱形元件 183·.·下凸緣 27 201139803 184···鋼檁條/檁條 185.. .上凸緣 186…膠合板地板/敌板 188…頂軌條 190、192…防火石膏板 194···上板條 196.. .下板條 198、200...石膏板 202…天化板板條 300·.·示範性嵌板/嵌板/嵌板 結構 302…壁部/部分/谈板壁/結構 部分 303.··自由端 304…結構部分 305、 307...區域 306、 308、310…加強肋 311…第一面/壁表面 312··.直立壁 314.. .橫向腹板 316.··短折回凸緣 318…肋 324、326 ' 328...剖面 400…建築單元 402…壁板/壁 404.. .頂板 406.. .底板 408··.邊角型材/型材/角材/角 狀型材 410.. .壁部板材/板材 411.. .檁條 412.. .角狀型材/角材/上角狀 型材 414.. .第二角狀型材/角狀型材/ 下角材/角材/下角狀型材 416.. .鋼板壁板 418.. . C形檁條 420…角狀型材 422.. .鋼板嵌板 450·.·嵌板總成/壁板裝置/嵌 板結構 452.. .第一面 454··.第二面 500.. .壁板/嵌板結構 502.. .襯料層 504.. .吸音層 602.. .壁板總成/壁 604…頂板總成/頂板 28 201139803 606.. .底板總成/底板 608.. .邊角型材 610、616、622·.·般板 612.··角狀型材/角材/上角狀 型材 614.·.第二角狀型材/角狀型材 /角材/下角狀型材 618.. .結構段 620··.角狀型材 700、720、740…嵌板元件 702、722、742…壁部 704、724、744…結構部分 706、708、710、726、728、730··· 加強肋 744a...折回凸緣 746'748··.槽鋼形加強肋 750. ·.内表面 800· · ·後板达料/述料 802、804·.·孔 806、808...橫向邊緣 900.. .成品嵌板/嵌板 902…壁部 904…結構部分 906…凹進的重疊部分 1000.. .嵌板總成 1100.. .樑坯料/述料 1102.. .鋼條 1104…系列孔/孔 1106.. .第二系列孔/孔 1200.. .樑 1300.. .樑 1302…第一系列孔/孔 1304.. .第二系列孔/孔 1400…嵌板總成 1402.. .第一樑/樑 1404.. .第二樑/樑 1406.. .嵌板 1408…加強構件 1500···坯料 1502、1504…橫向邊緣 1506…坯料1500之第一部分/ 部分 1507、1508、1510...坯料 1500 之次一部分 1512·.·坯料1500之最後部分 1514.. .耳片 1600…嵌板 1602·.·壁部 29 201139803 1604··.結構部分 1606…耳片 1700".樑 1702···第一水平腹板 1704…直立腹板/直立部分 1706···第一橫向腹板 1708.. .折回凸緣 1710···槽鋼 1800…嵌板總成 1802、1804...橫向延伸樑/橫樑 /樑 1806.·.嵌板 1808.. .耳片 1810、1812…端板 1812.. .端板/襟 1814…加強構件 1816.. .耳片 1900.. .坯剩· 1902…坯料19〇〇之第一段 1904."段 1906、1908、1910···坯料段 1908…坯料段/部分 1912·.·耳片 2000.. .嵌板 2002·.·結構部分 2004.. .壁部 2006.. .壁階重叠部分 2008…向外突出的耳片 2200.. .敌板總成 2202.. .嵌板 2204.. .樑 2302.. .壁部 2304…耳片部分 2400…嵌板坯料/構件 2402…中央腹板部分/达料 2404·.·腹板部分 2406…最外層部分 2408…耳片 2500…加強構件/構件 2502··.耳片 2700…嵌板达料/述料 2702.. .中央腹板部分 2704…腹板部分 2706…最外層部分 2800…加強肋/加強構件/構件 30201139803 VI. DESCRIPTION OF THE INVENTION: [Rhyme ^ Minghujin's _ hall page ^^] Field of the Invention The present invention relates to panels. The panels of the present invention are particularly useful in constructing modular building units. The present invention also provides an assembly and building unit constructed using panels. BACKGROUND OF THE INVENTION In the following description, unless the context clearly dictates otherwise, the term "wall" is to be interpreted broadly to mean a structure that defines a volume or region or at least partially divides a volume or region. Thus, a panel used in a structure described as a wall in a structure may also be suitable for use as a floor or ceiling, or a split or other structure. There have been many proposals to use the prefabricated housing methodology to achieve cheap and fast construction. Examples of prefabricated modular systems include those disclosed in the following patent specifications: US 6,625,937; US 5,706,614; US 4,120,133; US 6,826,879; US 4,045,937; US 5,402,608; US 4,807,401; us 4,545,159; and W02005 /038155. The applicant of the present invention has also described new inventions in this field in the International Patent Application No. PCT/AU2009/001236, which is incorporated herein by reference. The structures described in these prior patent specifications typically use a plurality of building units constructed of steel or other materials which are then joined together to form a building. 201139803 For example, in our prior patent specification, a plurality of building unit assemblies are prefabricated according to a predefined structure and then assembled to produce a building. In most embodiments, the building units are formed from steel. However, other materials can also be used. In our earlier specification PCT/AU2009/001236, Figure 16 - which is reproduced herein as Figure 1, shows that the building unit assembly and one of the connection assemblies for interconnecting various different units are implemented. The structure of the example. In a broad sense, the construction of this building unit assembly follows the procedure of constructing a self-supporting unit and then attaching one or more of the tower columns to its exterior. In the configuration shown in Fig. 1, the side wall 6 is formed of a different pressure type steel plate 179 similar to that used in shipping containers. Typically, the steel sheet has a thickness of 丨6 mm and a single sheet is used for the entire wall which can have a height of 2700 mm and a length of 1 〇m to 2 〇m. The side wall 6 includes an upper rail 180 that is welded to the upper edge of the profiled wall panel 179. Typically the rail 180 is 60 x 60 mm and has a wall that is 3 mm thick. The side wall 6 also includes a lower rail 182 that is generally c-shaped. The lower rail 182 has a lower flange 183 and a wider upper flange 185 that is welded to the lower edge of the sheet 179. The center web of the lower rail 182 has a depth of typically 16 〇 nm and a material thickness of 4. 5mm. The bottom plate 8 can be comprised of a plurality of steel strands 184 that extend laterally between the side walls 6 and have a center-to-center distance of 400 mm. The ends of the stringers are welded or bolted to the central web of the rails 182 below the side walls 6, as shown. The base plate further includes a plywood base plate 186 that is secured to the stringers 184 by screws or the like. The top plate 10 is made of the same type of profiled steel plate 186, 201139803, which can be used with the side wall 6. The top plate further includes a top bar 188 which, in the illustrated configuration, is a 55 x 55 mm L-section channel having a wall thickness of 6 mm. The top rail 188 can be welded or bolted to the rail 180 above the side wall 6. The other side wall 4 of the building unit 2 is of a similar construction and need not be described. The components of the side walls 4 and 6 and the bottom and top panels 8 and 1 define a box-like structure of the building unit which, in use, is capable of supporting its own weight and the live load applied thereto. In the illustrated configuration, the inner sidewall is lined with a double layer of fire resistant plasterboard 190 and 192 joined to the inside of sheet 179 by upper and lower slats 194 and 196. Similarly, the top panel is lined with two gypsum boards 198 and 200 that are joined to the inner surface of the panel 186 by ceiling slats 2〇2. The double gypsum board together with the gap between the gypsum board and the profiled sheet 179 and the panel 186 increases the fire rating and sound insulation of the building unit itself and between. Figure 1 also shows a cylindrical member 22 and its accompanying lower mounting block 24 and upper mounting block 26. In the illustrated configuration, the cylindrical member 22 is formed from a square section steel beam of 100 x 100 mm and a wall thickness of 9 mm. Its upper end 20 is welded directly to the rail 180 above the side wall 6. The top of the cylindrical member 22 is welded to the upper mounting block 26 and the bottom of the cylindrical member 22 is welded to the lower mounting block 24. In the illustrated configuration, the lower mounting block 24 is slightly wider than the upper block 26 and extends inwardly into a channel that forms the rails 182 under the side walls 6 and is welded thereto. This completes the connection of the cylindrical member 22 and the mounting blocks 24 and 26 to the side wall 6. The other cylindrical elements 16, 18 and 20 of the building unit assembly are connected in a similar manner without the need for description. Figure 2 of the present specification reproduces Figure 79 of PCT/AU2009/001236 and shows the construction of a second type of building unit. This embodiment differs from the prior embodiment of the 201139803 embodiment in that it uses a flat plate primarily for its wall, floor and ceiling constructions, rather than the corrugated profiled panels used in the previous embodiments. Figure 2 is a partial exploded cross-sectional view of a building unit 400. The building unit includes a wall panel 402, a top panel 4〇4 and a bottom panel 406. The top plate 404 has a corner profile 408, and the corner profile 408 can be, for example, a 4 mm thick ii〇mmxii〇mm angular profile. It is welded to the wall panel 410, and the wall panel 41 can be a 6 mm thick steel panel. A series of stringers 411 extend across the top plate 4〇4 to the other angular profile that is identical to the profile 408. The stringers 411 are welded to the corners 408 at their end faces and welded to the sheet 410 along their upper edges. «The similar stringers 41 are equally spaced along the top panel, for example, a center-to-center distance of 6 mm. In a preferred embodiment, These purlins are purlins of the C10019 specification. The wall 402 is constructed similarly to the top plate 4〇4 and has an angular profile 412 on the wall 402. The angled profile 412 supports the top panel and may be similar in size to the angular profile 408 on the top panel. The second angular profile 414 is located at the bottom of the top plate 4〇2. This angular profile 414 supports the bottom plate 406. In this example, the lower corner 414 is 210 mm x 11 mm and 3 mm thick. The wall plate is covered with a steel plate, for example, 2. 4mm 450MPa steel plate. It is welded to the corners 412 at the top and to the corners 414 at the bottom. The steel panel 416 is reinforced with a C-shaped stringer 418 extending between the lower profile 414 and the upper profile 412. The C-shaped beams are equally spaced along the wall and welded to the c-shaped stringers. In the illustrated embodiment, the stringer 418 can be a C7519 gauge stringer disposed along the wall at a center distance of 6 mm. The bottom plate 406 has a configuration similar to the top plate 404 and the wall 402. Bottom plate 406 201139803 Each cymbal (only one end of which is shown in this figure) has an angular profile 42 〇, and a lower base plate composed of a steel sheet 422 is welded to the angular profile 420. The bottom plate 422 is welded with (the shape of the coffin strips). The c-shaped purlins extend between the angular profiles 420 at both ends of the bottom plate. In this case, the bottom plate purlins may have a C20019 gauge, and the bottom plate has a center of 6〇〇mrn. The distance is set. As in the previous embodiment, the top plate, the bottom plate and the wall plate will be joined and welded together. As in the first example described above, the construction using the corrugated profile may be advantageous in strength, however, on the plate. The corrugation limits the possible or actual internal treatment and lining. The slab construction of the second example increases the option of installing the lining on the inside of the structure. However, since many components need to be assembled, it is more complicated and laborious to construct a structure with rafters and plates. Intensive. It is therefore an object of the present invention to provide a panel suitable for use in a building unit having this type and other types which solves one or more of the disadvantages of the prior art, or at least provides them A practical alternative. Any prior art mentioned in this specification is not or should not be considered as an acknowledgement or in any type. It is suggested that this prior art forms part of the technology known to Australia or any other jurisdiction, or that this prior art may be reasonably expected to be known, understood, and considered relevant by the skilled person. Describe a panel for forming a fabricated structure, the tuned junction 201139803 comprising: at least one wall portion; and at least one structural portion extending longitudinally adjacent a wall portion, the structural portion configured to reinforce the use The at least one wall portion may include one or more secondary reinforcing structures adapted to reinforce the wall portion. Preferably, the reinforcing structure is adapted to reinforce the wall portion. The secondary reinforcing structure may include at least one longitudinal direction Reinforcing ribs extending through the wall. Preferably, the reinforcing ribs extend parallel to the structural portion of the panel. Preferably, the structure defining the wall is configured, for example, in shape and/or extent. Defining at least one surface that can cooperate with additional panel layers in use to achieve desired sound transmission characteristics in the panel using constrained layer damping. In a preferred embodiment, The first side of the wall defines a plane which may be defined by a substantially planar area, a coplanar strip or a raised portion or other structure used to define the theoretical plane of the wall. Preferably, approximately 100% The wall portion is used to define the plane. In some embodiments, the lower proportion of the wall defines a plane, but preferably, at least 50% of the first side is in a common plane. This structure assists in achieving The above-described ideal sound transmission characteristics. The wall portion may further comprise an overlapping portion adapted to overlap with an adjacent panel or another structure in use. The structural portion may also comprise an overlapping profile. The two overlapping profiles may be complementary. Shapes to facilitate attachment of similar upper panels along their respective overlapping portions. Preferably, the panel includes a wall portion and a structural portion. The structural portion 201139803 preferably defines one of the longitudinal edges of the panel. A panel can include a plurality of walls and or structural portions. The structural portion preferably includes a reinforcing structure that projects outwardly from the panel in a direction opposite the first face of the wall portion. The reinforcing structure can be made to form the shape of an integral beam within the panel. The wall portion and the structural portion are integrally formed in a preferred form. Most preferably, the panels are formed by roll forming, pressing or folding a metal sheet. However, other molding techniques and materials can also be used. Also disclosed herein is a panel assembly comprising a plurality of similar panels of the type described herein. The similar panels can be configured such that each panel overlaps at least one other panel such that adjacent panels can be attached to each other in the overlapping region. Most preferably, the walls are aligned to define an extended wall surface. The panel assembly can include a lining layer attached to the first side of the one or more panels. The lining layer can be mechanically attached to the panel, for example, using screws, rivets, clips, bolts or other mechanical fasteners. Alternatively, the lining layer can be bonded to the (etc.) panel, for example, using an adhesive. The intermediate layer can be positioned between the lining layer and the (etc.) panel, for example, acoustically and/or thermally insulated. A preferred form of the intermediate layer is a sound insulating heat transfer layer, such as a polymer layer. In this case, it can be sandwiched between adjacent layers, e.g., between the lining layer and the panel(s), to minimize transmission of sound in the panel structure by transmission of constrained layer damping. The panel assembly can also include at least one beam extending transversely to the direction of the structural portion of the panel. The panels can be attached to the beam, for example by welding, bolting, screwing or some mechanism. 201139803 An additional aspect of the invention includes a building unit having at least one of a wall, floor or ceiling structure including an insert or panel assembly as described herein. Preferably, the building unit is substantially of the type described in PCT/AU2009/01236. As used herein, the term "include" and its variants, such as "comprising", "comprises", and "comprised", are not intended to be added, unless the context requires. , components, integers, or steps are excluded. BRIEF DESCRIPTION OF THE DRAWINGS Exemplary embodiments of the present invention will be described by way of example only with reference to the accompanying drawings, in which: FIG. 1 is a drawing of FIG. 16 of PCT/AU2009/001236; FIG. 2 is a copy of PCT/AU2009/001236 Figure 79 is a cross-sectional view showing one of the panels according to an embodiment of the present invention; Figure 3A is a cross-sectional view showing a portion A of Figure 3; A cross section of a plurality of panels of the type shown in Fig. 3 assembled into a panel structure; Fig. 5 is a cross section of a wall formed using the panel structure of the type shown in Fig. 4; Fig. 6 A partial exploded cross-sectional view of a building unit formed without using the panel structure of the type shown in Figure 5; Figures 6A and 6B show the wall panel assembly of Figure 6 in more detail; and 7A to Figure 7C shows an alternative feature of the 10 201139803 panel made in accordance with several embodiments of the present invention. 8 is a cross-sectional view of a panel formed by using the blank of FIG. 8 according to an embodiment of the present invention; FIG. 10 is a cross-sectional view showing a panel formed by using the blank of FIG. 8; a series of panels of the type shown in Figures 8 and 9 which have been assembled into a slab assembly; Figure 11 illustrates a blank for forming a beam for use in an embodiment of the invention; 12B is a cross-sectional view and a front view of the beam formed by the blank of FIG. 11; FIGS. 13A and 13B are diagrams showing another end view and a side view which can be used in the embodiment of the present invention; 14A and 14B respectively show a panel comprising a beam shown in each of Figures 12 and 13 and a series of panels of the type shown in Figure 9 and a panel of the reinforcing members of Figure 28. FIG. 15 is a front view and a side view of a section; FIG. 15 is a view showing another blank which can be used to form a panel according to another embodiment of the present invention; and FIGS. 16A and 16B respectively illustrate the use of the blank of FIG. A cross-sectional view and a front view of the formed panel; Figure 17 illustrates a form that can be used to form an inlay including the types shown in Figures 15 and 16. A cross-sectional view of a side beam of a panel assembly of the panel; Figure 18 illustrates a panel assembly comprising a beam according to Figure 17 and an embedded panel according to Figures 15 and 16; 201139803 Figure 19 Another exemplary description of a panel that can be used to form a panel in accordance with an embodiment of the present invention is shown; • Figures 20 and 21 respectively show a front view and a cross section of a panel formed using the blank of Figure 19. Figure 22; Figure 22 illustrates a portion of a panel assembly formed using panels 19 through 21; and Figure 23 illustrates a closed end view of one of the panels shown in Figure 22, Figure 24 is a view showing a blank for a reinforcing member used in a panel assembly according to an embodiment of the present invention; and Figs. 25 and 26 respectively show a member formed by the blank of Fig. 24. Side view and end view; Figure 27 illustrates a blank for a reinforcing member used in a panel assembly in accordance with an embodiment of the present invention; and Figures 28 and 29 are respectively illustrated by the 27th An end view and a side view of a member formed by the blank of the drawing. I. Embodiment 3 Detailed Description of Embodiments In a preferred form, the present invention provides a panel in which a wall portion is combined with a structural member. Advantageously, the structural member can be configured to provide structural strength comprising one of the panels while the wall defines a surface. The wall portion can be reinforced to resist deformation by incorporating a reinforcing structure therein. FIG. 3 illustrates a cross section of an exemplary panel 300. The panel generally includes a wall portion 302 and a structural portion 304. Portion 302 and structural portion 304 12 201139803 are formed from a single piece of material, for example, by roll forming or pressing. wall. The crucible 302 includes a generally planar web in which a plurality of relatively flat reinforcing ribs 306, 308 and 310 are formed. These reinforcing ribs minimize the longitudinal bending of the wall portion 3〇2. The first face 311 of the wall portion 302 includes a plurality of regions 3〇5, 307, and 305 that together define a plane. In use, the first side of the panel will define a revealing surface of the structure in which the panel is used. Thus, by providing a plane or a series of fixed points defining a surface, a gusset can be secured thereto to assist in covering the panel. The first side 313 of the panel need not define a plane, but in some examples a plane may be defined. For example, the outermost point/area on the reinforcing rib may define a plane, which may aid in wrapping or adding if necessary. Lined on the second side of the panel. The structural portion 304 includes a structure similar to a beam or stringer and includes an upstanding wall 312 extending from the plane of the wall portion 302. The upstanding wall 312 incorporates a relatively short transverse web 314' and a relatively short transverse web 314 incorporates a short folded back flange 316. In the embodiment of Fig. 3, the structural portion 3〇4 is incorporated into the wall portion 302' via the rib 318. The rib 318 is similar to the reinforcing ribs 306, 308 and 310. Fig. 3A is a cross-sectional view showing a portion a of the detailed portion a of Fig. 3 to better illustrate the structure of the rib 318. Throughout the configuration, structural portion 304, including ribs 318, is theoretically similar to a z-shaped stringer that is integral with wall portion 3A2. The reinforcing ribs 3, 6, 308 and 310 of the wall portion 302 are sufficient to prevent the wall portion 302 from being deformed. However, the structural portion 302 of the panel 3 is the primary reinforcing structure of the panel 300 and is intended to provide structural strength to an assembly using the panel. For example, when used in a table unit of the type described herein, the 'reinforcing ribs 306, 308, and 310 prevent the wall from bending or flexing, and the structure portion defines a portion of the structural support of the building unit as in 13201139803, so that It is self-supporting during use, carries live loads and assists in transferring lateral stresses in the building unit. In this example, the message board consists of 1. Made of 6mm steel sheet. Panel wall 302 includes a plurality of repeating sections 324, 326, and 328 that are each identical, each section including a double wall section that is separated by a wall stiffening rib. In this example, each repeating section has a dimension of 200 mm indicated as "p" such that the wall portion 302 has a total length of 600 mm. The structural portion 304 forms a structural grooved steel having a depth "d" which is a distance d from the wall surface 311 of the wall portion 302. In this example, the channel has a depth "d" of 75 mm and a channel width of 70 mm. The folded back flange 316 on the channel is at a 5 degree angle to its inner wall 312. Different sizes, such as "d" and "p" and material thickness can be used to achieve specific structural or wall characteristics. Table 1 illustrates a range of different sizes that can be used in panel examples that are particularly suitable for different uses such as floor, wall and ceiling. Other sizes and shapes are also possible. 14 201139803 4»«欢 Size V Γ^ϊγ W 75dx70bx1. 6tx600p 15 400^- W ?Sdx70bx1. 6tx400p W 75dx70bx1. 6tx200p 75 loo^· Silver R 100dx70bx1. 6lx600p 100 600-- R 100dx70bx1. 6tx4〇0p 100 R 100dx70bx1. 6fx200p 100 2〇〇' into a wrench F 125dx70bx1. 6tx600p 125 ~""""6〇5 F 125d)c70bx1. 6ti(400p 125 F 125dx70bJ(l6fx200p 125 2〇ia' ^〇〇^~ F 150dx?0bx1. 6tx600p Ϊ50 F 150dx70bxt. 6tx400p IIB ISO . . . . . . . . . . . . . . 150 F 150dx70bx1. 6tx200p F 17Sdx70bxUtx600p 175 F 175dx?0bx1. 6tx400p 175 F 175dx70bx1. 6tx200p 175 F 200dx70hx1. 6tx60Op 200 600^ F 200dx70bx1, 6fx400p 200 4〇〇 F 200dx70bx1. 6tx200p 200 2〇T^ Table 1 The same thing will be understood, the specific structure of the panel 3〇0 can be described in more detail. Correction example is drawn: in Figures 7a to 7eg and Figure 8, these examples will be described below. Figure 4 shows a plurality of panels (e.g., three in this example) of the type shown in the top. How it can be assembled to create a larger panel structure. In Fig. 4, a section of the rear plate assembly formed by the three inlays of the type shown in Fig. 3 is shown. The panels 3 (8) are configured such that each of the panels 3 部分 partially overlaps the next panel 300. The overlap is such that the free end 303 of each panel is below the rib 318 of its adjacent upper panel 300. Adjacent panels may be attached along the length of the overlapping regions of adjacent panels, for example by spot welding, MIG (metal inert gas) welding, TIG (inert gas) welding or arc welding, Example 15 201139803 together. The panel assembly 450 shown in Fig. 4 has a panel structure, the first side 452 of the panel structure being substantially flat, having a plurality of protruding structural ribs in the form of protruding structural portions 304 on the second side 454. . Thus, the structure produced by the panel structure 450 is theoretically very similar to the prior art sheet and string walls mentioned in connection with Figure 2. However, this has been achieved using a very different set of components. Advantageously, since the stringers and sheets are no longer required to be separately treated and connected to each other, the number of components used in a panel structure made in accordance with an embodiment of the present invention is reduced and the number of welding operations is reduced (phase Compared to the sheet and purlin method). Referring now to Figure 5, a wall panel 5 is shown. The wall panels 5 are formed by three panels 3〇〇 welded to each other in the manner shown in Fig. 4. The first side of the panel 3 is covered with a lining layer 502. Sandwiched between the lining layer 502 and the panel structure 3A is a sound absorbing layer 504. Most preferably, the sound absorbing layer 5〇4 is a polymeric material and prevents sound from propagating through the panel structure 5 by a mechanism known as constrained layer damping. The level of sound damping can be selected by selecting an appropriate profiled panel. If a higher damping (for a particular layer of material) is necessary, then a larger range of panels, such as 幽% or close to %, can be maximized by the ratio of the first to the surface of the contact constraint layer. It is used in the damping of the constrained layer. This can be achieved, for example, by a iridium reinforcement structure (such as in Figure 7A) or a reinforcement structure that is shallow enough to actually planarize the first face such that the sound absorbing layer can be sandwiched between the first side of the panel and the lining layer To bring it into contact with both, even in the recessed portion of the (etc.) reinforcing structure. As can be seen from the configuration shown in Fig. 5, the -201139803 surface area of the panel structure 500 can be used as a constraining layer damping for sound. This is not feasible on walls that are not used in a dense corrugated structure of a lining structure having a complex inner cross-section of corrugated walls, such as those used in shipping containers and the like. Thus, it can be seen that the panel structure overlying a relatively flat surface is superior to a highly corrugated structure. Figure 6 is a fragmentary cross-sectional view of a portion of a building unit similar to that shown in Figure 2, except that the included walls, ceiling and floor are made using panels of the type shown in Figure 3. of. The building unit includes a wall panel assembly 602, a top panel assembly 604 and a bottom panel assembly 606. Figures 6A and 6B show the panel assembly 6〇2 in more detail. The construction of the wall panel assembly 602 is similar to the configuration of the roof panel assembly 6 〇 4 and the floor panel assembly 606. An angled profile 612 is formed on the wall panel assembly 602. The angled profile 612 supports the top plate assembly and can be similar in size to an equal segment on the adjacent top plate assembly. The second angular profile 614 is located at the bottom of the wall panel assembly 602. This angled profile 614 supports the bottom plate 606 in use. In this example, the lower corner 614 is 210 mm x 11 mm and 3 mm thick. The panel assembly 602 is covered with a plurality of panels 616 of the type shown in FIG. Each panel 616 is welded to the top corner 612 and its bottom angle 614. The structural strength of the panel 616 is imparted by a panel shaped structural section 618 that operates as a stringer and extends between the lower angled profile 614 and the upper angled profile 612. The top plate assembly 604 has a corner profile 6〇8 which may be, for example, a 4 mm thick OLmm x 110 mm angular profile. It is welded to a series of panels 61 in the form of panels 616 similar to those used in the panels 6〇2. For example, the top panel 610 can be of the type 丨〇〇dx7〇bx丨6χ6〇〇ρ shown in Table 1. 17 201139803 The bottom plate assembly 606 has a configuration similar to the top plate 604 and the wall 602. The bottom plate 606 has an angled profile 620 at each end (only one end of which is shown in this figure) and the angular profile 620 is welded to the lower base plate containing the panels 622. For example, the panel 622 of the bottom plate 606 can be of the type F200dx70bxl shown in Table 1. 6x600p. As in the previous embodiment, the top plate assembly, the bottom plate assembly and the wall assembly will be joined and welded together. Figures 7a through 7c illustrate three alternative embodiments showing different panels in accordance with different embodiments of the present invention. Each of the panel elements 7A, 720, 740 generally includes a wall portion 〇2, 722, 742 and a structural portion 704, 724, and 744, as shown in association with the example of FIG. The same. The reinforcing ribs in the wall portion 7〇2 in Fig. 7a are more upright and narrower than the wide shallow ribs shown in the example of Fig. 3. Reinforcing ribs 706, 708 and 710 have a large form of channel steel. Thus, this example provides a larger proportion of walls in a single plane. The structural portion 7〇4 of the panel member 700 is similar to that shown in Fig. 3. In Fig. 7B, the reinforcing ribs 726, 728 and 730 have a half circular cross section. However, the structural portion 724 does not include a folded back flange portion as shown in the previous embodiment. Rather, structural portion 724 is only an upstanding flange. Figure 7C depicts another embodiment. In this example, the panels 74, relatively wide channel-shaped stiffening ribs 746 and 748 are used to reinforce the wall portion 742 of the panel 740. However, it should be noted that a substantial proportion of the first face 750 of the wall portion 740 is still placed in a common plane. As with the previous embodiment, this facilitates the use of a binder to attach a backing layer to the inner surface 750, and in addition, 18 201139803 also allows a considerable proportion of the inner wall to be sandwiched between the panel element and the layer of the layer. A damping layer is placed to minimize sound transfer in an assembled panel structure. The structural portion 744 of the panel member 740 differs from the previous embodiment in that the structural portion 744 has a folded back flange 744a and the reinforcing rib is folded back toward the wall portion 742, rather than having an outwardly extending flange portion. A series of additional panels and raft assemblies in accordance with embodiments of the present invention will now be described. These embodiments are similar to those described above and are indicative of additional implementations of the various aspects of the invention. Referring first to Figure 8, a top plan view of a panel blank 800 that can be used to form panels similar to the panels described above is illustrated. It will be seen that the panel blank 800 is generally rectangular, but unlike the prior embodiments, it includes a series of apertures 8〇2 and 8〇4 along the lateral edges 8〇6 and 8〇8 of the blank 800. The blank 8 is formed into a panel by bending the blank 800 so as to have a cross section as shown in Fig. 9. The finished panel 900 of Fig. 9 is formed such that it has a wall portion 902 and a structural portion 904. The joint between the wall portion 9〇2 and the structural portion 9〇4 includes a recessed overlapping portion 9G6' The free end of the adjacent wall of the panel-like panel can be received in a panel assembly. As with the previous embodiment, the structural portion 904 forms a type of stringer rib extending longitudinally of the panel. Fig. 10 is a view showing a series of panels of the type shown in Fig. 9, which panels are arranged in a -f-stacked structure such that they are formed into 4 panels of the panel assembly. The panels 900 are joined to their adjacent panels along their respective overlapping portions as in the previous embodiment. Holes 804 extending along their lateral edges may be used to attach the panels to a beam or another laterally extending support structure to provide structural strength to the panel assembly 1000. Preferably, panels 9〇〇 19 201139803 are welded to the support structure around their apertures 804. Figures 11 through 12B illustrate details of a beam that can be used to form a panel assembly using the panel of Figure 9. In this respect, the figure shows a part of a beam blank 〖1〇〇. The blank is a 3 mm steel strip 1102 in which a plurality of holes are formed. The first set of apertures includes a series of apertures 1104 extending along one edge of the blank 11〇〇. The second series of holes 11 〇 6 extend along one of the chains 11 〇〇. Figures 12A and 12B illustrate a beam 1200 formed from the blank 11 of Figure 11 . The cross-section of the beam 100 is substantially L-shaped, as shown in Figure 12A, with holes 1104 and 1106 located in the upstanding flange of the beam 1200. Figures 13 and 13B illustrate a second beam structure that may be used in embodiments of the present invention. The beams shown in Figs. 13A and 13B are substantially similar to those shown in Figs. 11 to 12B, and their cross sections are substantially L-shaped as shown in Fig. 13A. However, the beam 13 includes a first series of apertures 1302 on one side and a second series of apertures 1304 on the other side thereof. As in the previous embodiment, holes 1302 and 1304 can be used to secure the beam to the panel. Most preferably, the beam is fixed by welding the beam to the panel through the apertures 1302 and 1304. Figures 14a and 14B show a front view and an end view, respectively, of a section of a panel assembly 1400, a section of the panel assembly 1400 joining the panels and beams of Figures 8 through 13B and the reinforcing ribs 2800 of Figure 28. Panel assembly 1400 includes a first beam 1402 made in accordance with sections 13A and 13B and a second beam 1404 formed in accordance with sections 12A and 12B. Beams 1402 and 1404 support a plurality of panels 1406 of the type shown in FIG. Panels 1406 are attached to one another by welding along their overlapping portions and attached to beams 1402 and 1404 along their lateral edges by apertures therethrough. Alternatively, or in addition, the panel 1406 can be attached to the beams 14〇2 and 14〇4 by welding through holes in the beams 20 201139803 1402, 1404. The panel assembly 1400 also includes a stiffening member 14 8 for adding additional strength to a building unit including the panel assembly 14〇〇. The stiffening member is welded to the panel along its edge and welded to the beam 14. On each end of 〇2 and 14〇4. Details of the reinforcing member 1408 are shown in Figures 27-29. Figure 15 illustrates a blank 1500 for forming a panel in accordance with an embodiment of the present invention. Unlike the previous embodiment, the blank 1500 is not rectangular but includes a stepped profile along its lateral edges 1502 and 1504. The classes in this section correspond to different regions in the panel being formed, as shown in Figures 16A and 16B. The first portion 1506 of the blank 1500 is configured to form a wall portion of the panel. The second portion 1507 of the blank provides a wall step in use to allow overlapping of adjacent panels. The second portion 1508 of the blank 1500 that is slightly wider than the portion 1506 is configured to form the upstanding web of the structural portion of the panel. The second portion 1510 of the blank is configured to form the top of the structural portion of the panel. The last portion 1512 of the blank is configured such that it forms a folded back flange on the structural portion of the formed panel. It can be seen that the portion of the blank 1510 forming the top of the panel at the top of the formed portion is significantly wider than the remainder of the panel blank. Thus, once the blank 15 is formed into a panel, the structural portion of the panel includes, at each end thereof, an tab 1514 that extends outwardly beyond the remainder of the panel. 16A and 16B are cross-sectional and end views of an enemy panel formed by the material of Fig. 15. Referring first to the cross section shown in Fig. 16A, the panel 1600 is formed such that the wall portion 1602 is generally planar and extends in the first direction, and the structural portion 1604 is formed like a C-shaped spline. As can be seen in Fig. 16B, 21 201139803, panel 1600 includes a pair of ears 1606 that extend outwardly beyond the remainder of structural portion 1604. The use of tab 1606 will be described in association with Figure 18 below. First, however, Figure 17 illustrates a cross-section of a beam that may advantageously be used to form a panel assembly comprising panels of Figures 16A and 16B. The cross section of the reference 1700 is depicted in Figure 17 as being generally Z-shaped. It includes a first horizontal web 1702, an upright web 1704, a second transverse web 1706, and a folded back flange 1708. The folded back flange 1708 and the second transverse web 1706 together with the upright portion 1704 form a channel bore. Figure 18 illustrates a panel assembly comprising a pair of laterally extending beams 1802 and 1804 of the type illustrated in Figure 17 and a plurality of panels 1806 of the type illustrated in Figures 16A and 16B. It can be seen that the panel 1806 is stacked between the beams 18〇4 and 1802 such that the tabs 1808 of the panel 1806 are supported on the second transverse web of the beam 1802. The panel wall is supported on a first transverse web of each of the beams 1802 and 1804. The panels 1806 can be welded to one another in the manner described above and also welded to the beams 8丨2 and 1804 or spot welded to their ears 1808 along one or more of their abutting edges. The panel assembly 1800 additionally includes a series of finished panels, such as end panels 1810 and 1812, which share general characteristics with the panels of panels 16B, but are of different sizes to form a neat finished panel assembly. The panel assembly 1800 also includes reinforcing members 丨8丨4 that are used to add additional strength to the building unit including the panel assembly 1400. Reinforcing member 1814 is welded to the panel along its edges and welded to beam 1812 via each tab 1816. Details of the stiffening member 1814 are shown in Figures 24-26. Figures 19 through 23 illustrate a further set of implementations of various aspects of the invention 22 201139803. A blank 1900 is illustrated in Fig. 19, the overall appearance of which is similar to that shown in Fig. 15. The blank 19 includes a first section 1902 that is part of the wall portion of the panel once formed. Next, a short segment 1904 is provided which, when formed, forms a wall step overlap portion of the panel for engaging an adjacent panel. Next, the structural portion of the panel is formed from a series of three blank segments 1906, 1908, and 1910. Portion 1908 extends outwardly from each lateral side of blank 1900, forming ears 1912 on each end of the blank. The resulting panel formed from blank 1900 is shown in Figures 2 and 21. It can be seen that the cross-section of the panel 2000 is almost the same as the cross-section of the panel 900 except for the relative height and depth of the structural portion 2002 and the wall portion 2004. The wall portion 2004 merges with the structural portion 2002 through a wall step overlap portion 2006 formed by a segment 1904 of the blank 1900. As can be seen from Fig. 20, panel 2000 includes outwardly projecting ears 2008 on the top of structural portion 2002. Figure 22 illustrates a section of a panel assembly formed by a plurality of panels 2202 which are of the type shown in Figures 20 and 21. The panels are supported on each end by one of a pair of beams. The shape of the beam 2204 is similar to the shape of the beam shown in the first drawing, except that it is made to support the dimensions of a panel such as those shown in Figures 20 and 21. Figure 23 provides a more detailed cross-sectional view of one of the beams 2204 and one of the panels 2202 of the panel assembly 2200 of Figure 22. This view more clearly illustrates how the beam 2204 supports the wall portion 2302 and the tab portion 2304 of the panel 2202. Figure 24 depicts a panel blank 2400 for use in forming reinforcing members that may be used in certain panel assemblies in accordance with the present invention. The panel blank is generally symmetrical to its centerline and includes a central web portion 2402 that defines the widest portion of the description. Extending outwardly from the central web is a pair of web portions 2404 forming a wall, followed by a pair of outermost portions 2406 formed as flanges on the reinforcing ribs. The central portion 24〇2 of the blank includes a pair of ears 24〇8 extending outwardly beyond the remainder of the blank 2400. Figure 26 illustrates a cross section of a stiffening member 25 (8) formed using the strip 2400. FIG. 25 is a front elevational view of the reinforcing member 2500. As can be seen, the stiffening member 2500 is generally hat-shaped. The tabs 24A of the blank 2400 are still projecting in the form of ears 2502 to form the ends of the member 2400. The use of these tabs is the same as the tab 1606 shown in Figure 16B. Member 25 is configured for use in a panel assembly of the type shown in Figure 18. The inclusion of member 25 in such a panel assembly allows a complete building, including the panel assembly, to better transfer lateral loads. Figure 27 illustrates a panel blank 2700 for forming reinforcing members that may be used in certain panel assemblies in accordance with the present invention. The panel blank is generally rectangular and includes a central web portion 2702. Looking outwardly from the central web is a pair of web portions 2704 forming a wall, followed by a pair of outermost portions 2706 forming the flanges in the finished reinforcing member. Figure 29 illustrates a cross section of a reinforcing member 28 formed using the blank 2700. Figure 28 illustrates a front view of the stiffening member 2800. As can be seen, the stiffening member 2800 is generally a top hat segment. Member 28 is configured for use in a panel assembly of the type shown in Figures 14A and 14B to reinforce the aperture in the panel assembly. The inclusion of member 2800 in such a panel assembly allows a complete building unit containing the panel assembly to better transfer lateral loads. Each of the panel elements described herein will typically be formed from a single sheet metal shape 24 201139803 and pressed or roll formed with a contoured profile. Advantageously, roll forming can be accomplished at a location where a building module construction is completed, and the panel segments can be formed into a continuous section and cut to the appropriate size using a suitably configured pair of scissors. In some embodiments, a plastic or composite construction can be used to make the panels by molding or other suitable forming techniques. It will also be appreciated that different profiles may be created and the combination of features in any of the embodiments may be rearranged to form an alternative panel configuration. It will be appreciated that the invention disclosed and defined in this specification extends to all alternative combinations of two or more of the individual features mentioned or apparent in the drawings. All of these different combinations constitute various different alternative levels of the invention. I: Schematic description of the drawing 3 Figure 1 is a copy of Figure 16 of PCT/AU2009/001236; Figure 2 is a copy of Figure 79 of PCT/AU2009/001236; Figure 3 is a drawing of an embodiment of the present invention. A cross-sectional view of one of the panels; a third cross-sectional view of a detailed portion A of FIG. 3; and a cross-sectional view of a plurality of panels of the type shown in FIG. 3 assembled into a panel structure Section 5; cross section of a wall formed using the panel structure of the type shown in Fig. 4; Fig. 6 is a view of a building formed using the panel structure of the type shown in Fig. 5. a partially exploded cross-sectional view of the unit; Figures 6A and 6B show the panel assembly of Figure 6 in more detail; and 25 201139803 Figures 7A through 7C illustrate panels made in accordance with several embodiments of the present invention Alternative features. 8 is a cross-sectional view of a panel formed by using the blank of FIG. 8 according to an embodiment of the present invention, and FIG. 10 is a cross-sectional view of the panel formed by using the blank of FIG. 8; a series of panels of the type shown in Figures 8 and 9 which have been assembled into a panel assembly; Figure 11 illustrates a blank for forming a beam for use in an embodiment of the invention; 12B is a cross-sectional view and a front view of the beam formed by the blank of FIG. 11; FIGS. 13A and 13B are diagrams showing another end view and a side view which can be used in the embodiment of the present invention; 14A and 14B are respectively a panel assembly including a series of panels of the type shown in each of Figs. 12 and 13 and a reinforcing panel of the type shown in FIG. 1 is a front view and a side view; FIG. 15 is a view showing another blank which can be used to form a panel according to another embodiment of the present invention; and FIGS. 16A and 16B are respectively formed by using the blank of FIG. Cross-sectional view and front view of the panel; Figure 17 illustrates panels that can be used to form the type shown in Figures 15 and 16. A cross-sectional view of a side beam of a panel assembly; Figure 18 illustrates a panel assembly including a beam according to Figure 17 and a panel of 201139803 according to Figures 15 and 16; Another exemplary embodiment of a panel may be used to form a panel according to an embodiment of the present invention; and 20 and 21 are respectively a front view and a cross-sectional view of a panel formed using the blank of FIG. 19; Figure 22 illustrates a portion of a panel assembly formed using the panels of Figures 19 through 21; and Figure 23 illustrates a closed end view of one of the panels shown in Figure 22; The figure illustrates a blank for a reinforcing member used in a panel assembly according to an embodiment of the present invention; and Figs. 25 and 26 respectively show the side of a member formed by the blank of Fig. 24. Figure 27 and a side view; Figure 27 illustrates a blank for a reinforcing member used in a panel assembly in accordance with an embodiment of the present invention; and Figures 28 and 29 respectively illustrate Figure 27 An end view and a side view of a member formed by the blank. [Main component symbol description] 2. . . Building unit 24. . . Lower mounting block / mounting block 4, 6. . . Side wall 26. . . Upper mounting block / upper block / mounting block 8. . . Base plate 179. . . Profiled steel sheet / pressed wall sheet / sheet 10. . . Top plate 180. . . Upper rail/track 20. . . Upper end 182. . . Lower rails 22. . . Cylindrical element 183·. ·Lower flange 27 201139803 184···Steel rafter/strip 185. . . Upper flange 186... plywood floor / enemy board 188... top rail strip 190, 192... fireproof plasterboard 194··· upper slats 196. . . Lower slats 198, 200. . . Gypsum board 202... Tianhua board slat 300·. · Exemplary panel/panel/panel structure 302...wall/section/talk wall/structure section 303. ··Free end 304...Structure part 305, 307. . . Areas 306, 308, 310... reinforcing ribs 311... first side/wall surface 312··. Upright wall 314. . . Lateral web 316. · Short fold back flange 318... ribs 324, 326 ' 328. . . Section 400...Building Unit 402...Wall/Wall 404. . . Top plate 406. . . Base plate 408··. Corner profiles/profiles/angles/angle profiles 410. . . Wall plate / sheet 411. . . 檩 412. . . Angle profile / angle / upper angle profile 414. . . Second angular profile / angular profile / lower angle / angle / lower profile 416. . . Steel siding 418. . . C-shaped purlin 420... angular profile 422. . . Steel panel panel 450·. · Panel assembly / wall panel / panel structure 452. . . The first side 454··. The second side 500. . . Siding/panel structure 502. . . Lining layer 504. . . Sound absorbing layer 602. . . Siding assembly/wall 604... top board assembly/top board 28 201139803 606. . . Base plate assembly / bottom plate 608. . . Corner profiles 610, 616, 622·. ·General board 612. ··Angle profile/angle/upper profile 614. ·. Second angular profile / angular profile / angle / lower profile 618. . . Structure section 620··. Angular profiles 700, 720, 740... panel elements 702, 722, 742... wall portions 704, 724, 744... structural portions 706, 708, 710, 726, 728, 730 ... reinforced ribs 744a. . . Fold back flange 746'748··. Channel-shaped reinforcing ribs 750. ·. Inner surface 800· · · Rear plate material / description 802, 804·. · Holes 806, 808. . . Lateral edge 900. . . Finished panel/panel 902...wall 904...structural section 906...recessed overlap 1000. . . Panel assembly 1100. . . Beam blank / description 1102. . . Steel strip 1104... series holes/holes 1106. . . The second series of holes / holes 1200. . . Liang 1300. . . Beam 1302...first series of holes/holes 1304. . . The second series of holes / holes 1400... panel assembly 1402. . . First beam/beam 1404. . . Second beam/beam 1406. . . Panel 1408...Reinforcement member 1500···Blank 1502, 1504...lateral edge 1506...first part/part of blank 1500 1507, 1508, 1510. . . The second part of the billet 1500 1512·. · The last part of the blank 1500 1514. . . Ear 1600... panel 1602·. ·Wall 29 201139803 1604··. Structure part 1606... ear piece 1700". Beam 1702···First horizontal web 1704...Upright web/upright part 1706···First transverse web 1708. . . Fold back flange 1710··· channel steel 1800... panel assembly 1802, 1804. . . Lateral extension beam / beam / beam 1806. ·. Panel 1808. . . Ears 1810, 1812... end plates 1812. . . End plate / 襟 1814... reinforcement member 1816. . . Ear piece 1900. . . Remaining · 1902... The first section of the blank 19〇〇 1904. " Section 1906, 1908, 1910··· Blank section 1908... Blank section/section 1912·. · Ear piece 2000. . . Panel 2002·. ·Structural part 2004. . . Wall Department 2006. . . Wall overlaps 2008...Outwardly protruding ears 2200. . . Enemy board assembly 2202. . . Panel 2204. . . Beam 2302. . . Wall 2304...ear piece 2400...panel blank/member 2402...central web part/material 2404·. · web part 2406... outermost part 2408... ear piece 2500... reinforcing member / member 2502··. Ear piece 2700... panel material / material 2702. . . Central web portion 2704... web portion 2706... outermost portion 2800... reinforcing rib/reinforcing member/member 30