TWI537457B - Laminated layer structure and method of construction of the same - Google Patents
Laminated layer structure and method of construction of the same Download PDFInfo
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本發明係有關於一種積層殼構及其施工方法，尤其是指一種具有隔熱、隔音效果的積層殼構，以利用積層的施工方法配合補強作用的砌接劑材料，讓層層疊置結合的積層殼構，可達上述隔熱、隔音效果為發明應用者。 The invention relates to a laminated shell structure and a construction method thereof, in particular to a laminated shell structure with heat insulation and sound insulation effect, which utilizes a laminated construction method to cooperate with a reinforcing cementing material, so that the layers are laminated and combined. The laminated shell structure can achieve the above-mentioned heat insulation and sound insulation effects for the invention.
按，從簡陋的茅草小屋到現代鋼架玻璃摩天大樓，人類幾乎用盡所有可用的材料來建造房子，自西元1880年代鋼料廣泛地被使用作建材時，創造出摩天大樓的骨架結構系統，替代了傳統外牆必須承受重量的籠形結構。骨架結構是由內部的柱、樑、版構成建物體積的主要支撐作用力，外部的圍束因不必承重而發展出各式各樣的帷幕系統，使得人類社會更顯的多姿多彩，人文氣息也隨著帷幕牆不斷發揚光大。 From simple hay cottages to modern steel-framed glass skyscrapers, humans use almost all of the available materials to build houses. When steel was widely used as building materials in the 1880s, the skeleton structure system of skyscrapers was created. It replaces the cage structure that the traditional façade must bear weight. The skeleton structure is the main supporting force for the volume of the building by the internal columns, beams and plates. The external conglomerate develops a variety of curtain systems because it does not have to bear the weight, making the human society more colorful and humanistic. It also continues to grow with the curtain wall.
混凝土在十九世紀與二十世紀交接之際，也被廣泛地使用作為建材，甚至用作船體，其優點在於能承受高度的壓力和可彈性運用在建造工作上，並利用鋼筋來彌補抗拉力，而成為高強度的結構性建材，延用迄今有愈形重要的的趨勢。期間人們都努力地運用屋 子的形式和建材特性抗壓，盡可能的抵抗重力作用，使屋子能承載更大的重量和涵蓋更大的面積；到了近代使用曲線鋼筋混凝土薄殼，它不受推力影響而能像樑一般的支撐跨越大空間，其下也不需要承重牆。 Concrete was widely used as building materials and even as a hull at the time of the 19th and 20th centuries. It has the advantage of being able to withstand high pressures and being elastically used in construction work, and using steel bars to compensate Rally, and become a high-strength structural building material, the use of the trend has become increasingly important. During the period, people worked hard to use the house. The form of the sub-material and the building materials are compressive, resisting gravity as much as possible, so that the house can carry more weight and cover a larger area; to the modern use of curved reinforced concrete shell, it can be affected by the thrust and can be like a beam The support spans a large space, and there is no need for a load-bearing wall.
建築構造的種類，在現代材料的演進下，有些材料因為物源有限、加工困難或者安全不足抗拒地震或颱風等大自然天災的因素，像岩石，已經在現代人類生活空間的建築中消失。現代人類生活空間的建築構造中，鋼筋混凝土、鋼骨構造最為普遍。除此之外，歐洲磚構造曾經盛行一時，美國則是木構造居多；而因木構造怕水、怕火也易腐蝕，因此這些構造也只能侷限於非都會區。歐美都會區，也以鋼筋混凝土、鋼骨構造最為普遍。台灣因為地震及颱風發生頻繁，而且地震及颱風帶來對性命及財產的威脅非常大，必須在建築構造上選擇較為堅固的鋼筋混凝土、鋼骨構造。 The types of building structures, under the evolution of modern materials, some materials have been lost in the modern human living space because of limited resources, difficult processing or lack of safety to resist natural disasters such as earthquakes or typhoons. Among the architectural structures of modern human living spaces, reinforced concrete and steel-bone structures are the most common. In addition, European brick structures have been popular for a while, while the United States has mostly wood structures; and because wood structures are afraid of water and fire, they are also limited to non-urban areas. In the European and American metropolitan areas, reinforced concrete and steel bone structures are also the most common. Because of the frequent earthquakes and typhoons in Taiwan, and the threat of life and property caused by earthquakes and typhoons, Taiwan must choose a relatively strong reinforced concrete and steel structure.
而混凝土構造因本質不燃、不鏽、不腐蝕、在水中也不會分解和優異的可塑性及資源廣泛且廉價之優勢，而成為不可或缺的建築構材構件。混凝土主要在於水合晶體氫氧化鈣，此種無機膠著成份的生成物質，可把矽酸類砂石、磚塊和具有氧化皮膜的鋼筋共構而成石材般堅固的建築構造物，在固化過程會有硬化縮合現像，尤其是粉飾用水泥砂漿因沒有石礫的固定作用，以致於很快呈現龜裂紋；而氫氧化鈣作為膠泥或灰泥全由其與空氣中二氧化碳作用而定，作用後又還原形成碳酸鈣，此階段稱為風化現象，會衍生： The concrete structure is an indispensable building member because it is incombustible, non-corrosive, non-corrosive, non-decomposing in water, and excellent in plasticity and resources. The concrete mainly consists of hydrated crystalline calcium hydroxide. The inorganic gel-forming component can form a stone-like building structure by co-constructing tantalum-like sandstone, brick and steel oxide with oxide film. Hardening condensation phenomenon, especially the cement mortar for whitewashing is not fixed by the gravel, so that the crack of the turtle is quickly formed; and the calcium hydroxide as the cement or the plaster is determined by the action of carbon dioxide in the air, and then Reduction to form calcium carbonate, this stage is called weathering phenomenon, will be derived:
1.膠泥Ca(OH)2風化還原成CaCO3，水合作用的水份則被迫排出，產生持續性乾縮裂紋。 1. The clay Ca(OH) 2 is weathered and reduced to CaCO 3 , and the water for hydration is forced to be discharged, resulting in continuous dry shrinkage cracking.
2.新舊泥面間因沒有氫氧化鈣針刺狀結晶體的交叉束縛而有分離鬆脫的不連續介面並造成水泥粉飾層剝落現象。 2. There is no discontinuous interface separating and loosening due to the cross-binding of the calcium hydroxide needle-like crystal between the old and the old mud surface and causing the cement powder layer to peel off.
3.水泥持續中性化致與鋼筋形成之鈍化作用消失，繼而引起鋼筋銹蝕膨脹，使周圍水泥構造被擠壓破壞而產生爆筋現象。 3. The continuous neutralization of the cement leads to the disappearance of the passivation of the steel bar, which in turn causes the steel bar to rust and swell, causing the surrounding cement structure to be crushed and destroyed to cause blasting.
4.構造物硬脆化而對砂石骨材之束縛力大為降低引起結構粉塵化及掉砂、掉漆、發霉長蝨…等一系列困擾。 4. The structure is hard and embrittled and the binding force to the aggregate of sand and gravel is greatly reduced, causing a series of troubles such as structural dusting and falling sand, falling paint, mildew and longevity.
繼水合晶體氫氧化鈣風化還原成為碳酸鈣後，又因多孔性及親水作用續而聚積水氣，水氣在陰涼潮濕的水泥構造體內形成碳酸的溶蝕作用，此階段稱為潮解現象，會衍生： After the hydrated crystal calcium hydroxide is weathered and reduced to calcium carbonate, water and gas are accumulated due to the porous and hydrophilic action, and the water vapor forms a carbonic acid dissolution in the cool and damp cement structure. This stage is called deliquescent phenomenon and will be derived. :
1.碳酸與碳酸鈣化合成為碳酸氫鈣而析出構造體，並形成俗稱壁癌之破壞行為。 1. Carbonic acid and calcium carbonate are synthesized into calcium bicarbonate to precipitate a structure, and form a destructive behavior commonly known as wall cancer.
2.此行為致使結構束縛形式逐漸瓦解而喪失水泥構造之應有強度並造成潛在性危險。 2. This behavior causes the structurally bound form to gradually disintegrate and loses the strength and potential danger of the cement structure.
3.整體構造之水密性及氣密性逐漸喪失，而加速自然力侵蝕作用，造成嚴重漏水、腐蝕、鏽蝕、新舊水泥的層間結構裸空…等，各種無法繼續居住的原因而告終拆除。 3. The water tightness and airtightness of the overall structure are gradually lost, and the natural erosion is accelerated, causing serious water leakage, corrosion, rust, bare concrete of the old and new cement layers, etc., and various reasons for not being able to continue to live are finally dismantled.
建築牆版帷幕從主體到防火和防水功能，可說是一體性的帷幕工程領域，但是防火和防水是對立的屬性，一般防火材為易滲的無機親水材質，防水材則大多是易燃性的有機膠材質，尤其帷幕工程施做時，與主體間有許多界面補強砌接問題，因此，怎樣使防火和防水的帷幕施做產生相容性，並同時加固主體結構連繫成一體，成為目前最迫切解決的帷幕工程問題。 The curtain wall of the building wall from the main body to the fireproof and waterproof function can be said to be a one-piece curtain engineering field, but the fireproof and waterproof are the opposite attributes. Generally, the fireproof material is an inorganic hydrophilic material that is easy to seep, and the waterproof material is mostly flammable. The organic rubber material, especially when the curtain project is applied, has many interface reinforcement problems with the main body. Therefore, how to make the fireproof and waterproof curtains produce compatibility, and at the same time strengthen the main structure to form a whole. The most urgently solved curtain engineering problem.
而本發明人先前也針對此方面研究而申請獲准有台灣專利公告第I313317號[中國專利公告碼CN100552154C專利號碼ZL200610094332.6]一種積層式瓦楞牆版圍束施工法，該牆版以凹凸狀冷彎型板為瓦楞形之組裝輕鋼構架，於週邊按各積層內容依序表列，由內而外包含金屬網、鎖固螺絲釘、第一砌接塗層、嵌接泥漿層、第二砌接塗層、造型整平用覆面泥漿層、保護塗層，經層層砌接補强的積層封口製作而成，其中：該輕鋼構架為具有開口段及凸出面的凹凸狀冷彎型板組裝而成的瓦楞形構架；該金屬網係包覆於凹凸狀的瓦楞形輕鋼構架週邊，且以螺絲釘對應鎖固於構架凸出 面，形成圍束封口的抗拉補强及積層嵌接用基底構材；該第一砌接塗層主要作為嵌接泥漿層與輕鋼構架凸出面的異質材界面間的結合作用，使積層構造和輕鋼構架結合成一體；該嵌接泥漿層為水泥砂漿，以施壓嵌入裸空金屬網內和砌接於構架凸出面，抹平後待硬化縮合的預裂紋呈現；該第二砌接塗層則全面施壓滲入嵌接泥漿層的預裂縫及表面毛隙孔內，作為嵌接泥漿層與造型整平用覆面泥漿層的新舊水泥構造面的結構補强性介質層；該造型整平用覆面泥漿層為水泥砂漿，於全面推平抹光後待硬化縮合之預裂紋呈現；該保護塗層為濕潤面用的密著劑，可與耐候性油漆相調合後，全面滾壓滲入造型整平用覆面泥漿層的預裂縫及表面毛隙孔內，作為抑制水泥積層構造的風化潮解作用和美化用途者；由此，利用冷彎型板為瓦楞形的組裝構架，並於週邊鎖固金屬網後，則作為層層砌接補强的積層雛型，使其施做過程不需模型的輔助作業，而能具有牆版圍束工程的效用。 The present inventors have previously applied for the approval of this aspect of the Taiwan Patent Publication No. I313317 [Chinese Patent Publication No. CN100552154C Patent No. ZL200610094332.6] a laminated corrugated wall plate bundle construction method, the wall plate is cold with irregularities The curved plate is a corrugated assembled light steel frame, which is arranged in order according to the contents of each layer. The inside and the outside comprise a metal mesh, a locking screw, a first joint coating, an embedded mud layer, and a second brick. The coating layer, the surface layering mud layer and the protective coating layer are formed by layering and reinforcing the laminated seal, wherein: the light steel frame is a concave-convex cold-formed plate having an open section and a convex surface. An assembled corrugated frame; the metal mesh is wrapped around the embossed corrugated light steel frame, and is screwed to the frame to protrude a surface member for forming a tensile reinforcement and a laminated interlayer for forming a bundle seal; the first joint coating is mainly used as a joint between the interface between the embedded mud layer and the convex surface of the light steel frame to make the laminate The structure and the light steel frame are integrated into one body; the embedded mud layer is cement mortar, which is embedded in the bare metal mesh by pressure and is laid on the convex surface of the frame, and the pre-crack to be hardened and condensed after being smoothed is presented; The joint coating is fully applied to the pre-crack and the surface pores of the embedded mud layer, and serves as a structural reinforcing medium layer for the new and old cement structural surface of the mud layer and the surface layer for the leveling mud; The surface mud layer for the shaping and leveling is a cement mortar, and the pre-crack to be hardened and condensed after being fully flattened and glazed; the protective coating is a sealing agent for the wet surface, and can be fully rolled after being blended with the weather resistant paint. The pressure is infiltrated into the pre-crack and the surface pores of the surface mud layer of the molding leveling, and is used as a weathering deliquescence and beautifying use for suppressing the cement layer structure; thereby, the cold-formed plate is a corrugated assembly structure, and Peripheral locking After the metal mesh is laminated as a layer build prototype then reinforced, so do the auxiliary working process without applying the model, but can have utility Edition confinement wall projects.
緣是，發明人秉持多年該相關行業之豐富設計開發及實際製作經驗，特再提供一種積層殼構及其施工方法，以期達到更佳實用價值性之目的者。 The reason is that the inventor has long been rich in design and development and practical production experience of the relevant industry for many years, and then provides a laminated shell structure and its construction methods, in order to achieve better practical value.
本發明主要目的為提供一種具有隔熱、隔音效果的積層殼構及其施工方法，以利用積層的施工方法配合補強作用的砌接劑材料，讓層層疊置結合的積層殼構，可達到加勁強度的功效為目的者。 The main object of the present invention is to provide a laminated shell structure with heat insulation and sound insulation effect and a construction method thereof, and the laminated construction method can be achieved by using a laminated construction method and a reinforcing cementing material. The efficacy of strength is the purpose.
為了達到上述實施目的，本發明人提出一種積層殼構，其主要包含有一基層造型構架、一嵌植網層、一泥作積層、一膠殼積層、及一表面積層；其中：該基層造型構架係利用金屬基材等架構出所需製成之基層造型，再於基層造型構架外部鎖固金屬材質的網層，於網層表面塗 佈泥作積層，而該泥作積層包含第一砌接劑及披覆在第一砌接劑上的水泥砂漿，續於泥作積層外部鋪設膠殼積層，而該膠殼積層包含有一第一方向黏貼的第一纖維網、第二砌接劑、一第二方向黏貼的第二纖維網及第三砌接劑，之後，再讓表面積層覆蓋於膠殼積層表面，而表面積層為一塗佈於膠殼積層表面的第四砌接劑及一層表面砂漿；藉此，完成施做一具有隔熱、隔音、防水等功效的積層殼構者。 In order to achieve the above-mentioned implementation object, the inventors propose a laminated shell structure, which mainly comprises a base layer modeling frame, an embedded mesh layer, a mud layer, a shell layer, and a surface area layer; wherein: the base layer frame The base layer is formed by using a metal substrate or the like, and then the metal layer of the metal material is externally locked on the outer layer of the base layer to coat the surface of the mesh layer. The mud is used as a laminate, and the mud layer comprises a first cementing agent and a cement mortar coated on the first cementing agent, and the cement shell is laminated on the outside of the mud layer, and the shell layer comprises a first layer. a first web attached in a direction, a second maid, a second web adhered in a second direction, and a third maid, and then the surface layer is covered on the surface of the shell, and the surface layer is coated The fourth cementing agent and a layer of surface mortar disposed on the surface of the plastic shell laminate; thereby, the laminated shell structure having the functions of heat insulation, sound insulation and water resistance is completed.
如上所述之積層殼構，其中當於表面積層完成後，可進一步加強保護表面的強度，因此，可於表面積層外部施做一保護表面的養護積層者。 The laminated shell structure as described above, wherein when the surface area layer is completed, the strength of the protective surface can be further strengthened, and therefore, a protective laminate of a protective surface can be applied outside the surface area layer.
一種積層殼構施工方法，其主要以下列步驟實施：(S1)塑造基礎造型構架為依據所需建築形體，而塑造出基層造型構架[包含牆版、曲面形態等等]；(S2)鎖固泥作嵌植網為於基礎造型構架鎖固嵌植網；(S3)施做泥作積層為於網層鎖設位置表面塗佈第一砌接劑後再披覆一層水泥砂漿；(S4)鋪塗膠殼積層為施以鋪設黏貼二纖維網，於二纖維網的表面分別塗佈有第二、第三砌接劑；(S5)施做表面積層為塗佈一第四砌接劑於膠殼積層表面後，再披覆一層表面砂漿，以美化表面；(S6)噴塗養護積層為於表面砂漿上噴塗施做一保護作用的漆劑者。 A method for constructing a laminated shell structure, which is mainly implemented by the following steps: (S1) shaping the basic modeling frame according to the required architectural shape, and molding the basic layer modeling framework [including wall plate, curved surface shape, etc.]; (S2) locking The mud-embedded net is used to lock the embedded net in the basic shape frame; (S3) is applied as a mud layer to coat the surface of the mesh layer with the first cement and then coated with a layer of cement mortar; (S4) The coated rubber shell layer is applied by laying two adhesive webs, and the second and third cementing agents are respectively coated on the surface of the second fiber web; (S5) applying the surface area layer to coating a fourth cementing agent After the surface of the shell is laminated, a layer of surface mortar is applied to beautify the surface; (S6) spraying and curing the layer is applied to the surface mortar to apply a protective paint.
如上所述之積層殼構施工方法，其中該基層造型構架所使用的金屬基材包含有角鐵、型鋼、鋼承板、浪板、線材等；而鎖固泥作嵌植網為利用鎖設件對應將網層鎖設固定於造型構架，而該鎖設件為螺絲釘、鐵線等者。 The method for constructing a laminated shell structure as described above, wherein the metal substrate used in the base layer molding frame comprises an angle iron, a steel plate, a steel plate, a wave plate, a wire material, etc.; and the locking mud is used as an embedded net for using a locking member. Corresponding to fixing the mesh layer to the modeling frame, the locking component is a screw, an iron wire or the like.
如上所述之積層殼構施工方法，其中該表面飾層於披覆一層表面砂漿之後，係可進一步於表面鋪設抿石料，或磁磚，或大理石者。 The laminated shell construction method as described above, wherein the surface finish layer is further coated with vermiculite, or tile, or marble after the surface mortar is applied.
如上所述之積層殼構施工方法，其中該漆劑為採用透明漆劑、或反光漆劑者。 The laminated shell construction method as described above, wherein the paint agent is a transparent paint or a reflective paint.
如上所述之積層殼構施工方法，其中該纖維網可採用玻纖網或碳纖網者。 The laminated shell construction method as described above, wherein the fiber web may be a glass fiber mesh or a carbon fiber mesh.
如上所述之積層殼構施工方法，其中該砌接劑具有界面連結之功用，如同質界面、異質界面〔作為泥料與金屬界面間的連結作用〕或剪力釘作用者。 The method for constructing a laminated shell structure as described above, wherein the cementing agent has the function of interfacial bonding, such as a quality interface, a heterogeneous interface (as a connection between the mud and the metal interface) or a shearing nail.
(1)‧‧‧基層造型構架 (1) ‧‧‧ grassroots modeling framework
(11)‧‧‧金屬基材 (11)‧‧‧Metal substrate
(2)‧‧‧嵌植網層 (2) ‧‧‧ embedded network layer
(21)‧‧‧金屬網層 (21) ‧‧‧metal mesh
(22)‧‧‧鎖設件 (22)‧‧‧Locks
(3)‧‧‧泥作積層 (3) ‧‧ ‧ mud layering
(31)‧‧‧第一砌接劑 (31)‧‧‧First masonry
(32)‧‧‧水泥砂漿 (32)‧‧‧ Cement mortar
(4)‧‧‧膠殼積層 (4) ‧ ‧ plastic shell laminate
(41)‧‧‧第一纖維網 (41)‧‧‧First web
(42)‧‧‧第二砌接劑 (42)‧‧‧Second splicer
(43)‧‧‧第二纖維網 (43)‧‧‧Second fiber web
(44)‧‧‧第三砌接劑 (44) ‧‧‧The third building block
(5)‧‧‧表面積層 (5) ‧‧‧ surface area
(51)‧‧‧第四砌接劑 (51)‧‧‧Fourth masonry
(52)‧‧‧表面砂漿 (52)‧‧‧Surface mortar
(6)‧‧‧養護積層 (6) ‧ ‧ maintenance laminate
(61)‧‧‧漆劑 (61)‧‧‧ Paints
(A)‧‧‧通道 (A) ‧‧‧ channels
(S1)‧‧‧塑造基礎造型構架 (S1)‧‧‧Shaping the basic modeling framework
(S2)‧‧‧鎖固泥作嵌植網 (S2)‧‧‧Locking mud for embedded nets
(S3)‧‧‧施做泥作積層 (S3) ‧ ‧ 泥 泥 泥 泥
(S4)‧‧‧鋪塗膠殼積層 (S4) ‧ ‧ coated plastic shell laminate
(S5)‧‧‧施做表面積層 (S5) ‧ ‧ application surface area
(S6)‧‧‧噴塗養護積層 (S6)‧‧‧ Spraying and curing laminate
第一圖：本發明積層殼構架構示意圖 First: Schematic diagram of the laminated shell structure of the present invention
第二圖：本發明之積層殼構施工步驟流程圖 Second: Flow chart of the construction steps of the laminated shell structure of the present invention
第三圖：本發明之基層造型構架實施例一示意圖 The third figure: a schematic diagram of the first embodiment of the base layer modeling framework of the present invention
第四圖：本發明之基層造型構架實施例二示意圖 Fourth figure: schematic diagram of the second embodiment of the basic layer modeling framework of the present invention
第五圖：本發明之表面積層實施例一示意圖[抿石] Figure 5: Schematic diagram of the first embodiment of the surface area layer of the present invention [抿石]
第六圖：本發明之表面積層實施例二示意圖[磁磚] Figure 6: Schematic diagram of the second embodiment of the surface area layer of the present invention [tile]
附件1-免模積層殼構工法之山寨雞 Attachment 1 - Cottage Chicken with Free Molded Shell Construction Method
附件2-鋼骨鐵皮屋的加固補強案例 Attachment 2 - Reinforcement case of steel-iron house
附件3-特色綠建築建康屋 Annex 3 - Featured Green Building Jiankang
為令本發明所運用之技術內容、發明目的及其達成之功效有更完整且清楚的揭露，茲於下詳細說明之，並請一併參閱所揭之圖式及圖號：首先，請參閱第一圖所示，為本發明之積層殼構較佳實施例的架構示意圖，係主要包含有： 一基層造型構架(1)，為以金屬基材(11)架構出基層造型的基礎架構；一嵌植網層(2)，為對應結合包覆於基層造型構架(1)外表面的金屬網層(21)；一泥作積層(3)，為對應塗佈於嵌植網層(2)表面，而該泥作積層(3)包含有一塗佈在金屬網層(21)上的第一砌接劑(31)及披覆在第一砌接劑(31)上的水泥砂漿(32)；一膠殼積層(4)，為對應黏覆於泥作積層(3)表面，而該膠殼積層(4)包含有一從第一方向黏貼於水泥砂漿(32)上的第一纖維網(41)、一塗佈於第一纖維網(41)上的第二砌接劑(42)、一從第二方向黏貼於第二砌接劑(42)上的第二纖維網(43)及一塗佈於第二纖維網(43)上的第三砌接劑(44)；一表面積層(5)，為對應塗佈於膠殼積層(4)表面，該表面積層(5)包含有一塗佈於膠殼積層(4)表面的第四砌接劑(51)及披覆在第四砌接劑(51)上的表面砂漿(52)者。 For a more complete and clear disclosure of the technical content, the purpose of the invention and the effects thereof achieved by the present invention, the following is a detailed description, and please refer to the drawings and drawings: First, please refer to The first figure shows a schematic diagram of a preferred embodiment of the laminated shell structure of the present invention, which mainly includes: A base molding frame (1) is an infrastructure for constructing a base layer by a metal substrate (11); an embedded mesh layer (2) is a metal mesh correspondingly coated on the outer surface of the base molding frame (1) a layer (21); a mud layer (3) correspondingly applied to the surface of the embedded mesh layer (2), and the mud layer (3) comprises a first layer coated on the metal mesh layer (21) a cementing agent (31) and a cement mortar (32) coated on the first jointing agent (31); a rubber shell layer (4) for correspondingly adhering to the surface of the mud layer (3), and the glue The shell laminate (4) comprises a first web (41) adhered to the cement mortar (32) from a first direction, and a second mason (42) coated on the first web (41), a second web (43) adhered to the second maid (42) from the second direction and a third maid (44) coated on the second web (43); a surface area layer (5), correspondingly applied to the surface of the shell laminate (4), the surface layer (5) comprising a fourth layering agent (51) coated on the surface of the shell layer (4) and coated on the fourth The surface mortar (52) on the cement (51).
請參閱第二圖所示，為本發明之積層殼構施工方法較佳實施例之流程示意圖，其係利用下列步驟施工而能獲得上述積層殼構，其施工步驟如下：(S1)塑造基礎造型構架-為依據所需建築形體，而以金屬基材(11)架構塑造出基層造型的基礎構架，如牆版、壁版、屋頂(簷)、曲面造型等等； (S2)鎖固泥作嵌植網-為於基層造型構架(1)表面鎖固金屬網層(21)，係將金屬網層(21)鋪設包覆於基層造型構架(1)表面，且以鎖設件(22)將其金屬網層(21)鎖固定位於基層造型構架(1)；(S3)施做泥作積層-係於金屬網層(21)鎖入有鎖設件(22)之表面塗佈有第一砌接劑(31)，之後，再於金屬網層(21)上披覆一層水泥砂漿(32)；(S4)鋪塗膠殼積層-待水泥砂漿(32)乾燥後，將第一纖維網(41)以第一方向黏貼於水泥砂漿(32)表面，黏貼完成後於第一纖維網(41)上塗佈一層第二砌接劑(42)，再於該第二砌接劑(42)表面以相對垂直第一方向的第二方向黏貼第二纖維網(43)，於黏貼完成再塗佈第三砌接劑(44)於第二纖維網(43)表面；(S5)施做表面積層-待第三砌接劑(44)乾燥後，再對應塗佈第四砌接劑(51)於膠殼積層(4)表面，之後，再於表面披覆一層表面砂漿(52)者。 Please refer to the second figure, which is a schematic flow chart of a preferred embodiment of the method for constructing a laminated shell structure according to the present invention. The above-mentioned laminated shell structure can be obtained by the following steps, and the construction steps are as follows: (S1) shaping the basic shape The framework - based on the required building shape, and the metal substrate (11) structure to form the basic structure of the base layer, such as wall plate, wall plate, roof (檐), surface modeling, etc.; (S2) Locking mud for inserting mesh - for the base layer molding frame (1) surface locking metal mesh layer (21), the metal mesh layer (21) is laid and coated on the surface of the base molding frame (1), and The metal mesh layer (21) is locked and fixed in the base layer modeling frame (1) by the locking member (22); (S3) is applied as the mud layer for the layering - the metal mesh layer (21) is locked with the locking member (22) The surface of the surface is coated with a first cement (31), and then a layer of cement mortar (32) is coated on the metal mesh layer (21); (S4) coated with a rubber shell layer - to be cement mortar (32) After drying, the first web (41) is adhered to the surface of the cement mortar (32) in a first direction, and after the bonding is completed, a second layer of the joint agent (42) is coated on the first web (41), and then The surface of the second cement (42) is adhered to the second web (43) in a second direction opposite to the first direction of the vertical direction, and the third cement (44) is applied to the second web after the bonding is completed. (S5) applied surface area layer - after the third cementing agent (44) is dried, correspondingly coating the fourth cementing agent (51) on the surface of the rubber shell laminate (4), and then coating the surface A layer of surface mortar (52).
請參閱第一~六圖所示，以下係實際操作說明施工方法，同時檢附本發明人於實際施工時的狀態照片[如附件1-免模積層殼構工法之山寨雞，附件2-鋼骨鐵皮屋的加固補強案例，附件3-特色綠建築建康屋]，係詳細說明如下：首先，在(S1)塑造基礎造型構架步驟時，係讓施做者先依據所需建築的帷幕、積層形體而利用金屬基材(11)來塑造形體而構成 基層造型構架(1)，而該金屬基材(11)包含有角鐵、型鋼、鋼承板、浪板、線材等，其係依據建築物面積、功能訴求及所需承受的重力而選擇材料，即當作為屋簷時可選擇角鐵與浪板來搭配、或作為樓層版時可選擇型鋼與鋼承板來搭配、或作為曲面造型裝飾物時可選擇角鐵與金屬線材來塑造形體等等[如第三、四圖所示]。 Please refer to the first to sixth figures. The following is the actual operation description of the construction method, and at the same time, the state photo of the inventor during actual construction is attached [such as Attachment 1 - Free-formed shell-shell method of cottage chicken, Annex 2-Steel The case of reinforcement and reinforcement of the bone iron house, Annex 3 - Featured Green Building Jiankang House] is described in detail as follows: First, when (S1) is used to shape the basic modeling structure, the implementer is first based on the curtain of the required building. Forming a body and using a metal substrate (11) to shape the body The base layer molding frame (1), and the metal substrate (11) comprises angle iron, steel, steel plate, wave plate, wire, etc., which are selected according to the building area, functional requirements and the required gravity. That is, when used as an eaves, you can choose angle iron and wave board to match, or as a floor version, you can choose between steel and steel plate, or as a curved surface decoration, you can choose angle iron and metal wire to shape the body, etc. [such as The third and fourth figures are shown].
當基層造型構架(1)完成後，再施以(S2)鎖固泥作嵌植網步驟，以將塑型完成之基層造型構架(1)表面鎖固金屬網層(21)，係將金屬網層(21)鋪設包覆於基層造型構架(1)表面，且以鎖設件(22)將其金屬網層(21)鎖固定位於基層造型構架(1)，而該鎖設件(22)進一步根據所需而採用螺絲釘、鐵線等，如當浪板與金屬網層(21)鎖固係可採用螺絲釘，而線材與金屬網層(21)鎖固則採用鐵線繞設綁紮固定，如此，可完成嵌植網層(2)。 After the base layer molding frame (1) is completed, the (S2) locking mud is applied as a step of inserting the net to lock the surface of the base layer molding frame (1) to the surface of the metal mesh layer (21). The mesh layer (21) is laid on the surface of the base molding frame (1), and the metal mesh layer (21) is locked and fixed on the base molding frame (1) by the locking member (22), and the locking member (22) Further, screws, iron wires, etc. are used according to requirements. For example, when the wave plate and the metal mesh layer (21) are locked, screws can be used, and when the wire and the metal mesh layer (21) are locked, the wire is tied and fixed. In this way, the embedded mesh layer (2) can be completed.
接著，再施以(S3)施做泥作積層步驟，即於金屬網層(21)鎖入有鎖設件(22)之表面塗佈有第一砌接劑(31)，隨之，再於金屬網層(21)上披覆一層水泥砂漿(32)，而因金屬網層(21)大致上採用擴張網，擴張網之網孔為斜向，因此當於金屬網層(21)上披覆一層水泥砂漿(32)時，會讓水泥砂漿(32)斜向深入嵌接的方式包覆金屬網層(21)，使其具有鏈結特性的強度，如此完成泥作積層(3)。另外，當泥作積層(3)完成時，因金屬基材(11)所選用的鋼承板、浪板、型鋼等材料與金屬網層(21)同時披覆一層水泥砂漿(32)後，其金屬基材 (11)因為凹凸的鋼承板、浪板、型鋼，會形成中央的通道(A)，而該通道(A)可用來供管路走線之用，而無需另外埋管者。 Then, (S3) is applied as a mud layering step, that is, a surface of the metal mesh layer (21) is locked with a lock member (22) coated with a first cement (31), and then, The metal mesh layer (21) is covered with a layer of cement mortar (32), and since the metal mesh layer (21) is substantially expanded, the mesh of the expanded mesh is oblique, so that it is on the metal mesh layer (21). When a layer of cement mortar (32) is applied, the cement mortar (32) is coated with the metal mesh layer (21) obliquely in a deeper manner to make it have the strength of the chain characteristics, thus completing the mud layer (3) . In addition, when the mud layer (3) is completed, the steel substrate, the wave plate, the profile steel and the like selected for the metal substrate (11) and the metal mesh layer (21) are simultaneously coated with a layer of cement mortar (32), Metal substrate (11) Because the concave and convex steel plates, corrugated plates, and steel sections form a central passage (A), the passage (A) can be used for pipeline routing without additional piping.
續，(S4)鋪塗膠殼積層步驟為於待泥作積層(3)之水泥砂漿(32)乾燥之後，將第一纖維網(41)以第一方向〔橫向〕黏貼覆蓋於水泥砂漿(32)表面，於黏貼完成後，於第一纖維網(41)表面塗佈第二砌接劑(42)，藉以第二砌接劑(42)讓第一纖維網(41)與水泥砂漿(32)黏附，之後，再於該第二砌接劑(42)表面以相對垂直第一方向〔橫向〕的第二方向〔縱向〕黏貼第二纖維網(43)，於黏貼完成後，再塗佈第三砌接劑(44)於第二纖維網(43)表面，如此，完成膠殼積層(4)，以作為與下一積層接合之用。 Continuing, (S4) the step of laminating the rubber shell is to cover the first mortar web (41) in the first direction (transverse direction) with the cement mortar after the cement mortar (32) to be deposited as the laminate (3) is dried ( 32) surface, after the bonding is completed, coating a second maid (42) on the surface of the first web (41), whereby the second masonry (42) allows the first web (41) and the cement mortar ( 32) adhering, and then pasting the second web (43) in a second direction (longitudinal direction) opposite to the first direction (lateral direction) of the second bonding agent (42), after the bonding is completed, recoating The third bonding agent (44) is applied to the surface of the second web (43), thus completing the shell laminate (4) for bonding to the next laminate.
而(S5)施做表面積層步驟為待第三砌接劑(44)乾燥後，再對應塗佈第四砌接劑(51)於膠殼積層(4)表面，待第四砌接劑(51)未凝固時，馬上於其表面披覆一層表面砂漿(52)，而完成表面積層(5)施做；或披覆抿石料a，或磁磚b，或大理石[如第五、六圖所示]其中一種。 And (S5) applying the surface layer step is to dry the third cement (44), and then coating the fourth cement (51) on the surface of the shell (4), waiting for the fourth cement ( 51) When not solidified, immediately apply a surface mortar (52) to the surface, and finish the surface layer (5); or cover the a stone, or tile b, or marble [such as the fifth and sixth figures) Shown as one of them.
當表面積層(5)採用表面砂漿(52)乾燥後，為了加強保護表面的強度，係可進一步於表面積層外部施做一(S6)噴塗養護積層步驟，此步驟為於表面砂漿(52)上噴塗施做一保護作用的養護積層(6)，而該養護積層(6)為漆劑(61)，該漆劑(61)可為透明的漆劑、或反光漆劑者。 After the surface layer (5) is dried by the surface mortar (52), in order to strengthen the strength of the protective surface, a (S6) spray curing laminate step may be further applied outside the surface layer, which is performed on the surface mortar (52). The protective laminate (6) is applied by spraying, and the curing laminate (6) is a lacquer (61), and the lacquer (61) may be a transparent lacquer or a reflective lacquer.
然而前述之實施例或圖式並非限定本發明之產品結構或使用方式，任何所屬技術領域中具有通常知識者之適當變化或修飾，皆應視為不脫離本發明之專利範疇。 However, the above-described embodiments or drawings are not intended to limit the structure or the use of the present invention, and any suitable variations or modifications of the invention will be apparent to those skilled in the art.
由上述之實施說明可知，本發明與現有技術相較之下，本發明具有以下優點： It can be seen from the above description that the present invention has the following advantages compared with the prior art:
1.本發明積層殼構及其施工方法，積層式的積層殼構具備重量輕、厚度薄、可塑性高的特色，經過積層補強功能的砌接劑處理之後的帷幕建築物具備防水(不透水)、隔熱、抗拉、耐彎等優點，適合建造無接縫大跨距的構造、功能化的管冪牆版、免模工法的視覺化多樣造型構造、地下或水中避難屋、仿生構造、結合生態、環保、節能的綠建築等用途。 1. The laminated shell structure and the construction method thereof according to the invention, the laminated layered shell structure has the characteristics of light weight, thin thickness and high plasticity, and the curtain building after being treated by the laminated reinforcing function is waterproof (watertight). , heat insulation, tensile strength, bending resistance, etc., suitable for the construction of jointless large span structure, functionalized power wall version, visualized multi-model construction of mold-free method, underground or water refuge house, bionic structure, Combine ecological, environmentally friendly, and energy-saving green buildings.
2.本發明積層殼構及其施工方法，在視覺化的美觀性優點為應用免模造型工藝和曲線化特質，呈現建築物的在地價值與造型識別或意象表達的客製化需求。 2. The laminated shell structure and the construction method thereof of the invention have the advantages of visual aesthetics, the application of the mold-free modeling process and the curvilinear characteristics, and the customization requirements of the building's local value and shape recognition or image expression.
3.本發明積層殼構及其施工方法，在性能化的實用性優點為管冪牆版可收納各種管線和安裝或嵌入設備，呈現陽光、空氣、水等自然資源的機轉成效和管線氣體的穿梭，而成為典型的綠建築健康屋。 3. The laminated shell structure and the construction method thereof of the invention have the practical advantage in performance that the power-reducing wall plate can accommodate various pipelines and installation or embedding equipment, and exhibits the effect of natural resources such as sunlight, air, water and the pipeline gas. The shuttle is a typical green building health house.
4.本發明積層殼構及其施工方法，在雙棲化的安全性優點為以鋼骨和造型框架為基層構架，在其面鎖固泥作嵌植網後，再按照視覺化/性能化的需求特質逐項積層，營造出美觀、實用又安全的全方位考量，亦可為水陸雙棲化的防災變或低漥地特色建築。 4. The laminated shell structure and the construction method thereof of the present invention have the safety advantage of bismuth formation as the base structure of the steel bone and the modeling frame, and then the visualized/performance performance after the surface lock solidification is used as the embedded net. The demand characteristics are layer by layer, creating a comprehensive, practical and safe all-round consideration. It can also be a disaster-resistant or low-lying building with amphibious amphibious.
5.本發明積層殼構具有堅固輕巧的結構強度和防水、防火、隔音、隔熱、可維修管路設施空間、克服冷縮熱脹及抗震消能的帷幕積層功能要件者。 5. The laminated shell structure of the invention has the advantages of strong and light structural strength and waterproofing, fireproofing, soundproofing, heat insulation, repairable pipeline installation space, and curtain layering functional requirements for overcoming cold shrinkage and thermal energy dissipation.
6.本發明積層殼構可運用於綠建築和大跨曲線建築，使其達到依客製化需求造屋，具有不漏水、不生壁癌、不返潮的功效；且建造過程可讓陽光、空氣、水成為建物機轉的免費資源。 6. The laminated shell structure of the invention can be applied to green buildings and large-span curved buildings, so that it can be built according to the needs of customization, and has the effects of no water leakage, no wall cancer, no moisture return; and the construction process can make sunlight, Air and water have become free resources for the construction of the machine.
7.本發明積層殼構可運用於建物改造，而改造是合法延續房屋壽命和使用的舒適性能，本發明以柔韌中空管冪牆版構造[單曲線柔體造型]和免模塑造的立體構造[雙曲線剛體造型]，而可依客製化需求改造者。 7. The laminated shell structure of the invention can be applied to the building reconstruction, and the transformation is legally extending the life and the comfort performance of the house. The invention is constructed with a flexible hollow tube power wall plate [single curve soft body shape] and mold-free shaping. The three-dimensional structure [hyperbolic rigid body modeling] can be modified according to the needs of customization.
8.本發明積層殼構可運用於建物增建，利用輕質化的構體和界面間的軟、硬連繫工法，可確保建物質心與剛心和不同震頻結構間的安全性配置，且以高張力金屬嵌植網和完全水密、氣密的膠殼層(膜構層)透過層層補強、層層完封砌接的積層連繫殼構工法，得於建造時不殘留工程遺害。 8. The laminated shell structure of the invention can be applied to the construction of the building, and the soft and hard connection method between the lightweight structure and the interface can ensure the safety configuration between the material core and the rigid heart and different seismic frequency structures. And the high-tension metal embedded net and the completely watertight, airtight rubber shell layer (membrane structure layer) are reinforced by the layer layer and the layered layer is completely sealed, and no structural remains are left during construction. harm.
9.本發明積層殼構可運用於補強性修繕，其係在房屋結構、構材物性、不同時施做或異質構材界面出現問題時，可進行補強性修繕，以補強原結構、原構材、原界面的最佳修繕工法。 9. The laminated shell structure of the present invention can be used for reinforcing repair, which can be used for reinforcing the original structure and the original structure when the structure of the house, the physical properties of the material, the application of the material at different times or the interface of the heterogeneous material is problematic. The best repair method for the material and the original interface.
綜上所述，本發明實施例確能達到所預期之使用功效，又其所揭露之具體構造，不僅未曾見諸於同類產品中，亦未曾公開於申請前，誠已完全符合專利法之規定與要求，爰依法提出發明專利之申請，懇請惠予審查，並賜准專利，則實感德便。 In summary, the embodiments of the present invention can achieve the expected use efficiency, and the specific structure disclosed therein has not been seen in similar products, nor has it been disclosed before the application, and has completely complied with the provisions of the Patent Law. And the request, the application for the invention of a patent in accordance with the law, please forgive the review, and grant the patent, it is really sensible.
(1)‧‧‧基層造型構架 (1) ‧‧‧ grassroots modeling framework
(11)‧‧‧金屬基材 (11)‧‧‧Metal substrate
(21)‧‧‧金屬網層 (21) ‧‧‧metal mesh
(22)‧‧‧鎖設件 (22)‧‧‧Locks
(3)‧‧‧泥作積層 (3) ‧‧ ‧ mud layering
(31)‧‧‧第一砌接劑 (31)‧‧‧First masonry
(32)‧‧‧水泥砂漿 (32)‧‧‧ Cement mortar
(4)‧‧‧膠殼積層 (4) ‧ ‧ plastic shell laminate
(41)‧‧‧第一纖維網 (41)‧‧‧First web
(42)‧‧‧第二砌接劑 (42)‧‧‧Second splicer
(43)‧‧‧第二纖維網 (43)‧‧‧Second fiber web
(44)‧‧‧第三砌接劑 (44) ‧‧‧The third building block
(5)‧‧‧表面積層 (5) ‧‧‧ surface area
(51)‧‧‧第四砌接劑 (51)‧‧‧Fourth masonry
(52)‧‧‧表面砂漿 (52)‧‧‧Surface mortar
(6)‧‧‧養護積層 (6) ‧ ‧ maintenance laminate
(61)‧‧‧漆劑 (61)‧‧‧ Paints
(A)‧‧‧通道 (A) ‧‧‧ channels
Claims (10)
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
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| TW103125849A TWI537457B (en) | 2014-07-29 | 2014-07-29 | Laminated layer structure and method of construction of the same |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| TW103125849A TWI537457B (en) | 2014-07-29 | 2014-07-29 | Laminated layer structure and method of construction of the same |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| TW201604356A TW201604356A (en) | 2016-02-01 |
| TWI537457B true TWI537457B (en) | 2016-06-11 |
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| Application Number | Title | Priority Date | Filing Date |
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| TW103125849A TWI537457B (en) | 2014-07-29 | 2014-07-29 | Laminated layer structure and method of construction of the same |
Country Status (1)
| Country | Link |
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| TW (1) | TWI537457B (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| TWI683052B (en) * | 2018-06-13 | 2020-01-21 | 勁龍鋼鐵成型有限公司 | Thin shell structure and its construction method |
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2014
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| TWI683052B (en) * | 2018-06-13 | 2020-01-21 | 勁龍鋼鐵成型有限公司 | Thin shell structure and its construction method |
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| Publication number | Publication date |
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| TW201604356A (en) | 2016-02-01 |
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