M413327 •五、新型說明： 【新型所屬之技術領域】 本創作涉及一種利用已知材料，轉用於另一種全然不同用途 之設計。特別是指習知之pVC塑膠管，係作為流體與電線之 通路’但本創作將之轉用於溫室之支樓骨架結構。 【先前技術】 現行習用之溫室支撐結構，基本上採用中段彎折成拱形，兩 • 端段保持直立並互相平行之拱柱形鐵管，作為基本單位。將數 量眾多之拱柱形鐵管，彼此保持等距離排成一列，形成拱形長 廊，以各拱柱形鐵管兩端點為柱腳，接觸土壤，並垂直插入土 壤中，各拱柱形鐵管兩端段之垂直柱，距地表之適當高度處， 各束缚於一平行於地表之連續長直管上，彼此間之束缚點，並 保持與各柱腳間距相同之距離，俾使拱柱形鐵管不致歪斜。大 片軟質塑膠布即包覆在拱柱形鐵管所形成的長廊外側，構成一 • 具密閉空間特性的溫室。 【新型内容】 [創作的目的] 習用拱柱形鐵管係在工廠預製，再送到施工地點去安裝組 合，各構件間係以束缚方式連接，在受外來壓力施壓時屬於 較不穩定的連接方式。若以承重因素考慮，形成溫室外觀之大 >1軟質塑勝布’屬重量輕之負載’亦不需高承重之鐵材來支 撐。拱柱形鐵管既在工廠預製，即採同尺寸之大量製作方式， 3 / 备棋柱形鐵管尺寸’與施工地點之範園及形狀 畸零區域之取捨，實為-大難題。且鐵材 s ’此時 椹的且鐵材價格日益高昂，對建 構的成本支出，當亦日益沉重。 ^ 以4作之技術手段;| 本創__知_紐體及電線通路之pvc塑膠管， 取代拱柱_管，作輕室轉切結構。而且外觀上保持與 棋柱形鐵管_職；β卩具備巾段卿，_段直立柱形之拱 柱形狀’直立柱形下方之兩端點接觸土壤，並垂直插入土壤 中。但不論獅或直立柱形部分，均非連續之pvc管係截 成適當尺寸’並與彡向接頭雜，軸麟連_伸，但額外 提供插接方向平行於地表之分接頭，俾使數量眾多之拱柱形 PVC管構件，排成一列，形成長廊時，各棋柱形PVC管構件 間，以適當尺寸之PVC短管，插接入相對應的分接頭中，並 以專用膠水緊密黏接’構成類似寵物籠狀之骨架支撐結構。 PVC管與多向接頭經專用膠水黏接後，即形成極堅固之構 造，故用於流體通路時，可抵禦管内流體施加於接頭處的壓 力，不致鬆脫。經膠水黏接後之整個PVC管構件，各獨立管 件實已形成一整體，無法拆解，此時以一無法拆解之結構逋， 遇到颱風或外來壓力時，壓力會傳導到整體構件的每一部分， 使每一構件平均分擔及承受壓力。且PVC管材質既堅韌又具 彈性，在承受外來壓力時，會抵鎖掉一部份外來應力’使承受 遭破壞的臨界壓力值會更提高。 本創作之接形部分，主要作為承載覆蓋於其上之大片軟質 塑穋布之重量，並加以支撐，荷重將經由連接之直立柱形部 刀’傳導到柱腳’並導向土壤。但遭受荷重時，棋形兩端不免 向外伸展’並使與之相接之直立姉頂端，向外傾斜，影響重 量的傳遞’故於棋形部分兩末端，與兩直立柱形頂端，相連接 之兩多向接頭水平方向，各分接出_分接頭，並使兩分接頭相 對以長直PVC管連接兩分接頭，形成一橫梁，拉住换形 部分的兩端，藉此抵銷拱形部分向外伸展的應力，如此可讀保 拱形部分的荷重’能向下傳導至直立柱形部分，並增加拱形部 分受壓的能力，此即工程用之預力梁基本原理之運用。 本創作所用的基本單位，為PVC短管與各種多向接頭，在 施工場所，自可依現場地形，作靈活搭配，將畸零地區域盡可 能納入結構範圍之中’將大大減少土地閑置的浪費。 【實施方式】 請參閱第一圖最佳實施例所示，本創作整體外觀係一以眾 多PVC短管，及各種多向接頭，所構成的類似寵物籠之溫室 拱柱型骨架支撐結構(01)。請另參閱第二圖並參照第三圖所 示，構成支撐結構之屋頂部份，係由數量眾多之連續拱形部 (10)(11) ’彼此平行排列，再以縱向連接桿(16)彼此連接而成。 但拱形部(10)(11)並非一彎成弧形之長直PVC管，係由四根橫 向連接桿(17) ’互相插入三個三向接頭(25)，或四向接頭(23) 之左右兩分接頭’黏接而成，形成一連續之弧形。各棋形部 M413 3-27 (10)(11)彼此間，再以縱向連接桿(16)，插入三向接頭(25)，或 四向接頭(23)之前或後分接頭，並加以黏接，形成一大片格子 狀拱形支撐結構。個別拱形部(10)(11)之兩端，插入位於直立 柱形部(12)(13)頂端，連接之四向接頭(21)(22)或五向接頭(26) 之上斜分接管中，並加以黏接，作為承受荷重時，重量能藉由 直立柱形部(12)(13)，傳達到柱腳(19)，並繼續傳達到土壌的施 力點。 當拱形部(10)(11)受到荷重時，不免向外伸展，連帶使與之 連接之直立柱形部(12)(13)向外歪斜，進而影響荷重的傳遞， 故在拱形部(10)(11)兩末端連接之四向接頭(21)(22)，或五向接 頭(26)之水平方向，各有一分接頭，彼此相對，插入一橫樑 (14)(15) ’使橫樑(14)(15)兩端分別與兩水平分接頭黏接，借橫 樑(14)(15)的拉力，使拱形部(1〇)(11)即使受到荷重時，也不致 伸展變形。該橫樑(14)(15)也非一長直管，係由三根橫向連接 桿(17)，互相插入兩個四向接頭(23)(24)之左右兩分接管黏接而 成’形成一連續之直管。各橫樑(14)(15)再以縱向連接桿(16)， 插入四向接頭(23)(24)之前或後分接頭，加以黏接，使每一橫 樑(14)(15) ’能各對應一個拱形部(丨0)(11)，除能提供抵抗伸展 變形的拉力外’因縱向連接桿(16)的聯接，使每一單獨橫樑 (14)(15)所受到的應力，能傳達到其他相連的所有橫樑 (14)(15) ’平均分攤。連接後之橫樑(14)(15)，形成一大片類似 格子狀之平面結構。拱形部(10)(11)結合後形成之格子狀拱形 6 M413 3.27 支撐結構，與橫樑(14)(15)結合後所形成之袼子狀平面結構， 經前述方式連結後，轉變成一個類似供花果藤蔓攀附之棋形棚 頂骨架結構，整體已具備承受來自上方荷重的能力。在靠近棋 形(10)(11)之橫樑(14)(15)管上側’實可覆蓋一大片内側軟質塑 膠布(04)，並以橫樑(14)(15)結合後所形成之格子狀平面結構， 作為支撐，使與覆蓋於棋形部(10)(11)結合後，形成之格子狀 拱形支撐結構外側之外側軟質塑膠布(03)間，形成另一封閉空 間’充滿於此空間之空氣’即可作為溫室之第二保溫層，進一 步加強溫室保溫的能力。 各直立柱形部(12)(】3)，垂直於地面，並環繞整個溫室支擇 結構的外圍，負責傳達拱形部，所承受的荷重，並經 由柱腳(19)，傳導到土壤。各直立柱形部(12)(13)頂端，與四向 接頭(21)(22)(23) ’及五向接頭(26)之下方分接頭黏接，借此與 拱形部(10)(11)及橫樑(14)(15)緊密結合，承受整個屋頂部份的 重量。直立柱形部(12)(13)也非一連續長直管構成，係由三根 直向連接桿(18)，互相插入兩個三向接頭(25)，或四向接頭 (23)(24)之上下兩分接頭連接而成，形成一連續之直管。各直 立柱形部(12)(13)再以橫向連接桿(π)，或縱向連接桿(16)，互 相插入三向接頭(25)，或四向接頭(23)(24)之前後左右各分接管 黏接而成’各個直立柱形部(12)(13)因之彼此相連，共同分擔 任一部份所承受之應力。 請參閱第一圖最佳實施例與第五圖擴充實施例所示’使用複 7 數個拱柱型骨架支撐結構(⑴），彼此互相聯結成更大範圍之複 合式拱柱型骨架支撐結構(〇2)。請另參閱第六圖並參照第七圖 所不，兩縱向拱柱型骨架支撐結構(〇1)彼此緊靠，並將各自緊 靠面之直立柱形部（12)(13)，合併成一排隔間直立柱形部 (3〇)(31)，該隔間直立柱形部(30)(31)頂端，插入六向接頭(28)， 或七向接頭(29)之向下分接管，並加以黏接，拱形部(1〇)(11) 之兩端即插入六向接頭(28)，或七向接頭(29)之兩上斜分接 管，使拱形部(10)(11)所承受之荷重，即藉此向下傳導到隔間 直立柱形部(30)(31)，並經由柱腳(19)，向下傳達到土壤。插接 隔間首尾直立柱形部(30)，直向的兩個五向接頭(27)水平方 向，左右各分接出一個分接管，再以橫向連接桿(17),連接相 鄰的兩個首尾直立姉部(12)，完成兩侧立拱柱形骨架支樓 結構(01)的合併。 明另參閱第八圖之第二實施例所示，以拱形部(10)(u)，及 橫樑(14)(15) ’及縱向連接桿(16)連結成之拱形棚頂骨架支撐結 構，承受來自上方的荷重，再將所承受的重量，傳達到支撑於 下方之異種材料所製之支柱，該支柱或為混凝土，或鐵材，或 木材等所製成。此實施例舉例說明，以Pvc短管及多向接頭 連接，所形成的結構，除作為籠形的溫室骨架支樓結構外亦 可適用於棚架類的棚頂部分支撐之用。且該結構具備預力樑原 理的特性’也使大跨距結構支撐的運用，得以達成。 本創作之各圖所揭示之各實施例，係舉例說明，表達以pvc M413327 短管及多向接頭互相翻己連、结，所能產生一連結穩固，結構堅 實之骨架支撐結構，涉及PVC短管數量或尺寸，多向接頭數 量’分接頭角度或分接管數量，實依拱柱樑結構之高度跨距， 而做必要之調整，或依所受應力的強弱，而做必要之補強，故 對於各種不同地形，或特殊情況需要，實無法—n 【圖式簡單說明】M413327 • V. New Description: [New Technology Area] This creation involves the design of a material that is transferred to another completely different application. In particular, it refers to the conventional pVC plastic tube, which serves as a passage for fluids and wires. However, this creation has been transferred to the skeleton structure of the greenhouse. [Prior Art] The conventional greenhouse support structure is basically a curved column-shaped iron pipe in which the middle section is bent into an arch shape, and the two end sections are kept upright and parallel to each other as a basic unit. A large number of arch-shaped iron pipes are arranged at equal distances from each other to form an arched promenade. The ends of each of the arched iron pipes are column legs, contact with the soil, and vertically inserted into the soil, each arch column The vertical columns at the ends of the iron pipe are at a suitable height from the surface of the earth, each bound to a continuous long straight pipe parallel to the surface, and the binding points between them are kept at the same distance from each leg. The arched iron pipe is not skewed. A large piece of soft plastic cloth is wrapped around the outer side of the corridor formed by the arched iron pipe to form a greenhouse with a confined space. [New content] [The purpose of creation] The conventional arch-shaped iron pipe system is prefabricated in the factory, and then sent to the construction site to install and combine. The components are connected in a restrained manner, which is a relatively unstable connection when subjected to external pressure. the way. Considering the weight-bearing factors, the large-scale appearance of the greenhouse >1 soft plastic sap] is a light-weight load that does not require high-loaded iron. The arch-shaped iron pipe is prefabricated at the factory, that is, a large number of production methods of the same size, 3 / the size of the column-shaped iron pipe and the choice of the construction site and the shape of the zero-distortion area is a big problem. And the iron s ’ is smashing at this time and the price of iron is getting higher and higher, and the cost of construction is becoming heavier. ^ With 4 technical means; | This __ know _ new body and wire path pvc plastic tube, replace the arch _ tube, for light room transfer structure. Moreover, the appearance is maintained with a chess column-shaped iron pipe. The β卩 has a towel segment, and the _ segment has an upright cylindrical arch shape. The two ends of the vertical column are in contact with the soil and are vertically inserted into the soil. However, regardless of the lion or the upright cylindrical part, the non-continuous pvc pipe system is cut into the appropriate size' and is mismatched with the yoke joint, but the additional tapping direction is parallel to the surface of the tap. A large number of arch-shaped PVC pipe members are arranged in a row. When the corridor is formed, between the various PVC-shaped pipe members of the chess column, the PVC pipe of appropriate size is inserted into the corresponding taps, and the special glue is tightly closed. Adhesive' constitutes a skeleton-like support structure similar to a pet cage. When the PVC pipe and the multi-directional joint are bonded by special glue, the structure is extremely strong, so that when used for the fluid passage, the pressure exerted on the joint by the fluid in the pipe can be prevented, and the pressure is not released. After the glue is glued, the entire PVC pipe member has formed a whole and can not be disassembled. At this time, in an unremovable structure, when the typhoon or external pressure is encountered, the pressure is transmitted to the integral member. Each part allows each component to share and withstand the pressure. Moreover, the PVC pipe material is tough and elastic, and when subjected to external pressure, it will resist a part of the external stress', so that the critical pressure value to be damaged will be increased. The shaped portion of the present invention is mainly used to support and support the weight of a large piece of soft plastic draper covered thereon, and the load will be transmitted to the column through the connected upright cylindrical knives' However, when the load is applied, the ends of the chess shape are inevitably extended outwards and the top of the upright 姊 which is connected to it is inclined outwardly, which affects the transmission of weight. Therefore, at both ends of the chess-shaped portion, with the two vertical column tops, Connect the two multi-directional joints in the horizontal direction, each tapping the _ tap joint, and connecting the two tap joints with the long straight PVC pipe to form two beams, forming a beam, and pulling the two ends of the change portion, thereby offsetting The outwardly extending stress of the arched portion, so that the load of the arched portion can be transmitted downward to the upright cylindrical portion, and the ability to compress the arched portion is increased, which is the basic principle of the prestressed beam for engineering. use. The basic unit used in this creation is PVC short pipe and various multi-directional joints. In the construction site, it can be flexibly matched according to the site topography, and the zero-distance area should be included in the structure as much as possible~ it will greatly reduce the waste of land idle. . [Embodiment] Please refer to the preferred embodiment of the first figure. The overall appearance of the creation is a greenhouse-like arch-frame support structure with a plurality of PVC short tubes and various multi-directional joints. ). Please refer to the second figure and referring to the third figure, the roof part constituting the support structure is arranged in parallel with each other by a plurality of continuous arches (10) (11), and then the longitudinal connecting rod (16) Connected to each other. However, the arched portion (10) (11) is not a long straight PVC pipe bent into an arc, and is inserted into three three-way joints (25) or four-way joints by four transverse connecting rods (17)'. The left and right two taps are 'bonded together to form a continuous arc. Each of the checkers M413 3-27 (10) (11) is inserted into the three-way joint (25), or the four-way joint (23) before or after the split joints (16), and is glued. Connected to form a large lattice-shaped arch support structure. The two ends of the individual arches (10) (11) are inserted at the top end of the upright cylindrical portion (12) (13), and the four-way joint (21) (22) or the five-way joint (26) is obliquely divided. During the takeover, and bonding, as a bearing load, the weight can be transmitted to the column foot (19) by the upright cylindrical portion (12) (13) and continue to be transmitted to the point of application of the soil. When the arched portion (10) (11) is subjected to a load, it is inevitably extended outward, and the erected cylindrical portion (12) (13) connected thereto is inclined outward, thereby affecting the transmission of the load, so that the arch portion is (10) (11) The four-way joint (21) (22) or the five-way joint (26) connected at both ends has a taper, opposite to each other, and is inserted into a beam (14) (15) ' The two ends of the beam (14) (15) are respectively adhered to the two horizontal taps, and the tension of the beam (14) (15) causes the arch portion (1〇) (11) to not stretch and deform even when subjected to the load. The beam (14) (15) is also not a long straight pipe, which is formed by three transverse connecting rods (17), which are inserted into the two left and right joints of the two four-way joints (23) (24). Straight straight pipe. The beams (14) (15) are then inserted into the front or rear taps of the four-way joint (23) (24) by longitudinal connecting rods (16) to be bonded so that each beam (14) (15) can be Corresponding to an arch (丨0) (11), in addition to providing tensile force against stretching deformation, the stress on each individual beam (14) (15) can be affected by the coupling of the longitudinal connecting rods (16). Communicate to all other connected beams (14) (15) 'average allocation. The connected beams (14) (15) form a large, lattice-like planar structure. The lattice-shaped arch formed by the arches (10) and (11) 6 M413 3.27 support structure, and the braid-like planar structure formed by the combination of the beams (14) and (15) is converted into the above-mentioned manner and converted into A chess-shaped roof skeleton structure similar to that of the flower vines, which has the ability to withstand the load from above. On the upper side of the beam (14) (15) near the chevron (10) (11), a large piece of inner soft plastic cloth (04) can be covered, and the grid formed by the combination of the beams (14) and (15) The planar structure, as a support, is formed between the outer side of the soft plastic cloth (03) formed on the outer side of the lattice-shaped arch support structure after being combined with the check-shaped portion (10) (11), forming another closed space The air of space can be used as the second insulation layer of the greenhouse to further strengthen the capacity of greenhouse insulation. The upright cylindrical sections (12) (3) are perpendicular to the ground and surround the periphery of the entire greenhouse-selective structure, responsible for conveying the arches, the loads they bear, and are conducted to the soil via the legs (19). The top end of each of the upright cylindrical portions (12) (13) is bonded to the lower joint of the four-way joint (21) (22) (23) ' and the five-way joint (26), thereby forming an arch portion (10) (11) and the beam (14) (15) are tightly combined to withstand the weight of the entire roof section. The upright cylindrical portion (12) (13) is also not a continuous long straight tube, which is inserted into two three-way joints (25) or four-way joints (23) by three straight connecting rods (18). The upper and lower taps are connected to form a continuous straight tube. Each of the upright cylindrical portions (12) (13) is further inserted into the three-way joint (25) or the four-way joint (23) (24) by a lateral connecting rod (π) or a longitudinal connecting rod (16). Each of the taps is bonded to form 'the respective upright cylindrical portions (12) (13) which are connected to each other and share the stresses to be subjected to a part. Referring to the first embodiment of the first embodiment and the fifth embodiment, the expanded embodiment uses a plurality of arch-type skeleton support structures ((1)), which are coupled to each other to form a larger range of composite arch-type skeleton support structures. (〇2). Please refer to the sixth figure and refer to the seventh figure. The two longitudinal arch-type skeleton support structures (〇1) abut each other, and merge the upright cylindrical parts (12) (13) of each abutting surface into one. An upright cylindrical portion (3〇) (31) of the compartment, the top of the vertical cylindrical portion (30) (31), inserted into the six-way joint (28), or the downward taper of the seven-way joint (29) And to be bonded, the two ends of the arched portion (1〇) (11) are inserted into the six-way joint (28), or the two upper joints of the seven-way joint (29) are obliquely tapped to make the arched portion (10) ( 11) The load applied is thereby transmitted downward to the compartment upright cylindrical portion (30) (31) and passed down to the soil via the column foot (19). Insert the first and right vertical column parts (30) of the compartment, and the two five-way joints (27) in the horizontal direction are horizontally connected to each other by a tapping pipe, and then the lateral connecting rods (17) are connected to the adjacent two. The head and tail erect crotch (12) completes the combination of the arched column structure (01) on both sides. Referring to the second embodiment of the eighth figure, the arched roof frame support is connected by the arch portion (10) (u), and the beam (14) (15) ' and the longitudinal connecting rod (16). The structure, which bears the load from above, transmits the weight it bears to the pillars made of different materials supported underneath, which are made of concrete, iron or wood. This embodiment exemplifies the connection of the Pvc short pipe and the multidirectional joint, and the formed structure can be applied to the support of the scaffolding type of the scaffolding type in addition to the cage structure of the greenhouse. Moreover, the structure has the characteristics of the pre-force beam principle, and the use of the large-span structural support can also be achieved. The various embodiments disclosed in the drawings of the present invention are exemplified by the fact that the pvc M413327 short tube and the multi-directional joint are connected and connected to each other, and a skeleton support structure with stable connection and solid structure can be produced, which involves short PVC. The number or size of the pipe, the number of multi-directional joints 'the tap angle or the number of tap pipes, depending on the height span of the arch beam structure, and make necessary adjustments, or according to the strength of the stress, and make necessary reinforcement, so For a variety of different terrain, or special circumstances, it can not be - n [Simple diagram]
第一圖：本創作最佳實施例 第二圖：最佳實施例之部分構造圖 第三圖：最佳實施例中之各種多向接頭 第四圖：最佳實施例之加強應用圖 第五圖：最佳實施例之擴充實施例 第六圖：擴充實施例之部分構造圖 第七圖：擴充實施例中之各種追加多向接頭 第八圖：第二實施例 【主要元件符號說明】 01:拱柱形骨架支撐結構 02:複合式拱柱形骨架支撐結構 03:外侧軟質塑膠布 04:内側軟質塑膠布 10:首尾拱形部 11:拱形部 12:首尾直立柱形部 13:直立柱形部 9 M413327 14:首尾橫樑 16:縱向連接桿 18:直向連接桿 21:四向接頭(第一型) 23:四向接頭(第三型) 25:三向接頭 27··五向接頭(第二型) 29:七向接頭 31:隔間直立柱形部 15:橫樑 17:橫向連接桿 19:柱腳 22:四向接頭(第二型） 24:四向接頭(第四型） 26:五向接頭(第一型） 28:六向接頭 30:隔間首尾直立柱形部First Figure: Best Practice of the Present Creation FIG. 2: Partial Configuration of the Best Embodiment FIG. 3: Various Multidirectional Joints in the Preferred Embodiment FIG. 4: Enhanced Application of the Best Embodiment FIG. Figure 6: Augmented Embodiment of the Best Embodiment FIG. 6 is a partial structural view of an expanded embodiment. FIG. 7 is a view showing various additional multidirectional joints in an expanded embodiment. FIG. 8 is a second embodiment of the present invention. : Arch-shaped skeleton support structure 02: Composite arch-shaped skeleton support structure 03: Outer soft plastic cloth 04: Inner soft plastic cloth 10: First and last arched portion 11: Arched portion 12: Vertical and vertical columnar portion 13: Straight Column section 9 M413327 14: Head and tail beam 16: Longitudinal connecting rod 18: Straight connecting rod 21: Four-way joint (first type) 23: Four-way joint (third type) 25: Three-way joint 27·· five-way Connector (type 2) 29: seven-way joint 31: compartment upright column 15: beam 17: transverse connecting rod 19: column foot 22: four-way joint (type 2) 24: four-way joint (fourth type 26: Five-way joint (type 1) 28: six-way joint 30: compartment head and tail upright column