TWM634299U

TWM634299U - Combination structure with tall and short concrete piles combined with steel members

Info

Publication number: TWM634299U
Application number: TW111209472U
Authority: TW
Inventors: 羅家慶
Original assignee: 太陽光電能源科技股份有限公司; 羅家慶
Priority date: 2022-08-31
Filing date: 2022-08-31
Publication date: 2022-11-11

Abstract

A combination structure includes: first concrete piles, second concrete piles and third concrete piles, all of which are fixed into a soil by way of piling, wherein first height of the first concrete piles projecting beyond the soil are greater than second heights of the second concrete piles projecting beyond the soil, and third heights of the third concrete piles projecting beyond the soil; a first main beam connected to top ends of the first concrete piles; a second main beam connected to top ends of the second concrete piles; a third main beam connected to top ends of the third concrete piles; first connection rods connected to the first main beam and the second main beam; and second connection rods connected to the third main beam and the second main beam. Thus, a construction solution for an easily mounted and easily removed greenhouse with a high structural strength and a low cost is provided.

Description

高低位差的混凝土基樁結合鋼構的組合式結構體Combined structure of concrete foundation piles with high and low level difference combined with steel structure

本新型是有關於一種混凝土基樁與鋼構的組合式結構體，且特別是有關一種高低位差的混凝土基樁結合鋼構的組合式結構體，其適用於溫室、廠房、倉庫，甚至是住宅等建築物，更特別是適合太陽能發電模組的建築物的組合式結構體。This model relates to a combined structure of concrete foundation piles and steel structures, and in particular to a combined structure of concrete foundation piles combined with steel structures with height differences, which is suitable for greenhouses, factory buildings, warehouses, and even Buildings such as residences, more particularly modular structures suitable for buildings with solar power generation modules.

農業大棚(或稱溫室)適用於栽種植物、農作物或水產養殖品的建築物，傳統的溫室是由許多鋼材支架搭接成棚狀，並於其四周及頂部罩設透明膠膜、透明玻璃等，使陽光能夠直接照射農業大棚內栽種的植物或養殖的水產品，以利於其生長。另一方面，農業大棚也能降低室內外的空氣對流，避免寒害等。Agricultural greenhouses (or greenhouses) are suitable for buildings for planting plants, crops or aquaculture products. Traditional greenhouses are made of many steel supports to form a shed, and transparent film, transparent glass, etc. are placed around and on the top. , so that the sunlight can directly irradiate the plants or aquatic products cultivated in the agricultural greenhouse to facilitate their growth. On the other hand, agricultural greenhouses can also reduce indoor and outdoor air convection and avoid cold damage.

近來，農業大棚結合太陽能發電模組可以提供發電的功能，提供電力給農業大棚內的電器使用，或提供電力給電力公司調度。然而，這些農業大棚通常是需要將農地的某些部位挖除泥土，然後以混凝土灌漿的方式設置等高的鋼構立柱，然後在這些鋼構立柱上建置出三角形屋頂結構，這樣的施工方法需要處理廢棄泥土且相當費時費工(因為要等混凝土乾固)，且在未來拆除後還需要處理這些混凝土的廢棄物。另外，在三角形屋頂結構上會需要長水平樑，若農地的土壤較軟或整體結構受到強風作用，長水平樑提供的力臂會把鋼構立柱的位移量放大，從而讓鋼構立柱或長水平樑彎曲或斷裂。因此，上述問題亟待加以改善。Recently, agricultural greenhouses combined with solar power generation modules can provide the function of power generation, provide electricity for electrical appliances in agricultural greenhouses, or provide electricity for dispatching by power companies. However, these agricultural greenhouses usually need to excavate some parts of the farmland, then set steel columns of equal height by means of concrete grouting, and then build a triangular roof structure on these steel columns, such a construction method It is time-consuming and labor-intensive to dispose of the waste soil (because the concrete has to dry out), and the waste of these concretes will also need to be disposed of after demolition in the future. In addition, long horizontal beams will be required on the triangular roof structure. If the soil of the farmland is soft or the overall structure is subjected to strong winds, the force arm provided by the long horizontal beams will amplify the displacement of the steel column, so that the steel column or the long Horizontal beams are bent or broken. Therefore, the problems referred to above need to be improved urgently.

因此，本新型的一個目的是提供一種高低位差的混凝土基樁結合鋼構的組合式結構體，具有低成本、施工快速簡便、高強度的優點，特別適用於農業大棚的場合。Therefore, an object of the present invention is to provide a combined structure of concrete foundation piles with height difference and steel structure, which has the advantages of low cost, quick and easy construction, and high strength, and is especially suitable for the occasion of agricultural greenhouses.

為達上述目的，本新型提供一種高低位差的混凝土基樁結合鋼構的組合式結構體，至少包含：多個第一混凝土基樁、多個第二混凝土基樁及多個第三混凝土基樁，全部打樁固定於一土地中，其中此些第一混凝土基樁突出土地的第一高度大於此些第二混凝土基樁突出土地的第二高度，以及此些第三混凝土基樁突出土地的第三高度；一第一主樑，連接此些第一混凝土基樁的頂端；一第二主樑，連接此些第二混凝土基樁的頂端；一第三主樑，連接此些第三混凝土基樁的頂端；多個第一連接桿，連接第一主樑及第二主樑；以及多個第二連接桿，連接第三主樑及第二主樑。In order to achieve the above purpose, the present invention provides a combined structure of concrete foundation piles combined with steel structure with height difference, which at least includes: a plurality of first concrete foundation piles, a plurality of second concrete foundation piles and a plurality of third concrete foundation piles piles, all piled and fixed in a ground, wherein the first height of the first concrete foundation piles protruding from the ground is greater than the second height of the second concrete foundation piles protruding from the ground, and the height of the third concrete foundation piles protruding from the ground The third height; a first main beam, connecting the tops of the first concrete foundation piles; a second main beam, connecting the tops of the second concrete foundation piles; a third main beam, connecting the third concrete foundation piles The top of the foundation pile; a plurality of first connecting rods, connecting the first main beam and the second main beam; and a plurality of second connecting rods, connecting the third main beam and the second main beam.

藉由上述實施例的組合式結構體，高低位差的混凝土基樁結合鋼構的設計方式可以提供高強度、低成本、方便安裝、方便撤除的溫室建造方案，且完全適用於太陽能發電模組的安裝。With the combined structure of the above-mentioned embodiment, the design method of concrete foundation piles with high and low level difference combined with steel structure can provide a high-strength, low-cost, easy-to-install, easy-to-remove greenhouse construction plan, and is completely suitable for solar power generation modules installation.

為讓本新型的上述內容能更明顯易懂，下文特舉較佳實施例，並配合所附圖式，作詳細說明如下。In order to make the above-mentioned content of the present invention more obvious and understandable, the preferred embodiments are specifically cited below, together with the accompanying drawings, and described in detail as follows.

本新型主要是利用打樁設置於土地(土壤)的混凝土基樁的不同的突出高度，使混凝土基樁具有高低位差，混凝土基樁與土地接合處不需灌漿設置有大於混凝土基樁的平均徑向截面積的額外混凝土，利用高低位差的混凝土基樁結合鋼構來建造成組合式結構體，具有高強度、低成本及施工快速簡便的功效。The new type mainly uses the different protrusion heights of the concrete foundation piles set on the ground (soil) by piling, so that the concrete foundation piles have a height difference. To increase the cross-sectional area of the concrete, the combined structure is built by using the concrete foundation pile with the height difference and the steel structure, which has the effects of high strength, low cost and quick and easy construction.

圖1顯示依據本新型較佳實施例的組合式結構體100的前視圖。圖2顯示圖1的組合式結構體100的俯視圖。如圖1與圖2所示，組合式結構體100至少包含多個第一混凝土基樁10、多個第二混凝土基樁20、多個第三混凝土基樁30、一第一主樑40、一第二主樑50、一第三主樑60、多個第一連接桿70以及多個第二連接桿80。於本非限制性的例子中，九個混凝土基樁配合三個主樑以及二十個連接桿，形成一個單位的組合式結構體100。FIG. 1 shows a front view of a modular structure 100 according to a preferred embodiment of the present invention. FIG. 2 shows a top view of the modular structure 100 of FIG. 1 . As shown in Figures 1 and 2, the combined structure 100 at least includes a plurality of first concrete foundation piles 10, a plurality of second concrete foundation piles 20, a plurality of third concrete foundation piles 30, a first main beam 40, A second main beam 50 , a third main beam 60 , a plurality of first connecting rods 70 and a plurality of second connecting rods 80 . In this non-limiting example, nine concrete foundation piles cooperate with three main beams and twenty connecting rods to form a unit combined structure 100 .

此些第一混凝土基樁10、此些第二混凝土基樁20及此些第三混凝土基樁30全部打樁固定於一土地G(非水泥地)中，使得凸出於土地G的混凝土基樁具有均一的外徑，而不是屬於接近土地G的混凝土基樁的水平截面積比較大的狀況。此些第一混凝土基樁10突出土地G的第一高度H1大於此些第二混凝土基樁20突出土地G的第二高度H2，以及此些第三混凝土基樁30突出土地G的第三高度H3。三個第一高度H1相同，三個第二高度H2相同，且三個第三高度H3相同。於本例中，此些第二高度H2等於此些第三高度H3，且此些第一混凝土基樁10、此些第二混凝土基樁20及此些第三混凝土基樁30埋入土地G的長度相同。These first concrete foundation piles 10, these second concrete foundation piles 20 and these third concrete foundation piles 30 are all piled and fixed in a ground G (non-cement ground), so that the concrete foundation piles protruding from the ground G It has a uniform outer diameter, rather than the situation that the horizontal cross-sectional area of the concrete foundation pile close to the ground G is relatively large. The first height H1 of the first concrete foundation piles 10 protruding from the ground G is greater than the second height H2 of the second concrete foundation piles 20 protruding from the ground G, and the third height H1 of the third concrete foundation piles 30 protruding from the ground G H3. The three first heights H1 are the same, the three second heights H2 are the same, and the three third heights H3 are the same. In this example, the second heights H2 are equal to the third heights H3, and the first concrete foundation piles 10, the second concrete foundation piles 20 and the third concrete foundation piles 30 are embedded in the ground G of the same length.

第一主樑40連接此些第一混凝土基樁10的頂端11。第二主樑50連接此些第二混凝土基樁20的頂端21。第三主樑60連接此些第三混凝土基樁30的頂端31。The first main beam 40 connects the top ends 11 of the first concrete foundation piles 10 . The second main beam 50 connects the top ends 21 of the second concrete foundation piles 20 . The third main beam 60 connects the top ends 31 of the third concrete foundation piles 30 .

此些第一連接桿70連接第一主樑40及第二主樑50。此些第二連接桿80連接第三主樑60及第二主樑50。第一混凝土基樁10、第二混凝土基樁20、第三混凝土基樁30、第一主樑40、第二主樑50及第三主樑60提供主要的承重支撐力量，可以採用鋼樑(譬如工字鋼樑等)來實施。混凝土基樁具有高度的抗壓強度，可以採用大量生產的預力混凝土(Prestressed Concrete，PC)基樁來實施。PC基樁的底部為圓錐狀，頂部具有鋼材的圓盤，也適合與主樑的螺栓鎖固安裝。主樑受混凝土基樁的支撐，提供抗彎折的支撐力。連接桿受主樑的支撐，可以利用鎖固或焊接的方式進行連接，也提供抗彎折的支撐力，可以用適用於安裝太陽能發電模組的鋼樑來實施。於一例子中，主樑的抗彎折強度大於連接桿的抗彎折強度，且連接桿的數量大於第一混凝土基樁10的數量的2至10倍以上。The first connecting rods 70 connect the first main beam 40 and the second main beam 50 . These second connecting rods 80 connect the third main beam 60 and the second main beam 50 . The first concrete foundation pile 10, the second concrete foundation pile 20, the third concrete foundation pile 30, the first main beam 40, the second main beam 50 and the third main beam 60 provide the main load-bearing support strength, and steel beams ( Such as I-beams, etc.) to implement. Concrete foundation piles have high compressive strength, and can be implemented by mass-produced prestressed concrete (Prestressed Concrete, PC) foundation piles. The bottom of the PC foundation pile is conical, and the top has a steel disc, which is also suitable for bolt-locked installation with the main beam. The main beam is supported by concrete foundation piles, which provide the support force against bending. The connecting rods are supported by the main girder, and can be connected by locking or welding, and also provide support against bending, and can be implemented with steel girders suitable for installing solar power generation modules. In one example, the bending strength of the main girder is greater than that of the connecting rods, and the number of connecting rods is 2 to 10 times greater than the number of the first concrete foundation piles 10 .

此外，第一主樑40的兩端部41、42延伸出此些第一混凝土基樁10，且第一主樑40的總長度L大於此些第一混凝土基樁10的總跨距SP。亦即，三個第一混凝土基樁10可以設置於組合式結構體100的覆蓋範圍的內部，而沒有外露，且有利於太陽能發電模組的電力線順著第一主樑往下走而不外露。如此一來，特別是在組合式結構體100的四周有加裝垂直擋板時，也可以保護混凝土基樁，延長其使用壽命。上述特性亦適用於第二混凝土基樁20及第三混凝土基樁30。In addition, the two ends 41 , 42 of the first main beam 40 extend out of the first concrete foundation piles 10 , and the total length L of the first main beam 40 is greater than the total span SP of the first concrete foundation piles 10 . That is, the three first concrete foundation piles 10 can be arranged inside the coverage of the combined structure 100 without being exposed, and it is beneficial for the power line of the solar power generation module to go down along the first main beam without being exposed. . In this way, especially when vertical baffles are installed around the combined structure 100, the concrete foundation pile can also be protected and its service life can be prolonged. The above characteristics are also applicable to the second concrete foundation pile 20 and the third concrete foundation pile 30 .

藉由上述的組合式結構體，可以利用打樁的方式完成混凝土基樁的設置，混凝土基樁的底部並不需要特別加粗，且打樁的施工相當迅速且有專用機進行，可以減少成本及免除習知技術需要等待混凝土乾固的時間。再者，主樑是安裝於相等高度的混凝土基樁上，由於是水平安裝，所以降低了傾斜安裝時因為施工不慎造成的巨型且質量重的主樑滑落的機率，改善施工安全性。而傾斜的連接桿只要跨接安裝於兩個主樑上即可，質量輕的連接桿在安裝上不但簡便，且比較不會造成安全性上的問題。連接桿之間可以依據需求覆蓋不透光板、太陽能發電模組等。With the above-mentioned combined structure, the setting of concrete foundation piles can be completed by driving piles. The bottom of the concrete foundation piles does not need to be particularly thickened, and the construction of piles is very fast and can be carried out by special machines, which can reduce costs and eliminate Conventional technology needs to wait for the time of concrete drying. Furthermore, the main beam is installed on concrete foundation piles of equal height. Since it is installed horizontally, the probability of the huge and heavy main beam slipping due to careless construction during inclined installation is reduced, and construction safety is improved. The inclined connecting rod only needs to be installed on the two main girders as a bridge. The light connecting rod is not only easy to install, but also will not cause safety problems. The connecting rods can be covered with opaque panels, solar power generation modules, etc. as required.

在上述的組合式結構體中，並不需要設置橫樑HB仍可維持高度的結構強度。由於橫樑HB的跨距長，如果因為土地G鬆軟或強風侵襲而使整個組合式結構體100意欲繞著點B轉動，則即使點A與點B的連線和點C與點B的連線之間的角度很小，橫樑HB仍會放大組合式結構體100對第二混凝土基樁20的施力，使橫樑HB的另一點降低到點C，或者是使橫樑HB彎曲而斷裂。利用上述的組合式結構體100可以免除上述問題，且具有高強度、施工簡易、成本低的優點。再者，當整個農業大棚要撤掉時，混凝土基樁也可以輕易拔除，降低所產生建築廢棄物，也不需大幅重新整地。In the above-mentioned combined structure, there is no need to arrange the beam HB and still maintain a high structural strength. Due to the long span of beam HB, if the whole modular structure 100 intends to rotate around point B because of soft ground G or strong wind, even the line connecting point A to point B and the line connecting point C to point B If the angle between them is small, the beam HB will still amplify the force exerted by the combined structure 100 on the second concrete foundation pile 20, so that another point of the beam HB is lowered to point C, or the beam HB is bent and broken. The aforementioned combined structure 100 can avoid the above-mentioned problems, and has the advantages of high strength, simple construction and low cost. Furthermore, when the entire agricultural greenhouse is to be removed, the concrete foundation piles can also be easily pulled out, reducing the construction waste generated, and there is no need for extensive land preparation.

圖3顯示圖1的組合式結構體的第一變化例的前視圖。如圖3所示，本例類似於圖1，差異點在於此些第一混凝土基樁10、此些第二混凝土基樁20及此些第三混凝土基樁30具有相同的總長度，但埋入土地G的長度不同。如此一來，施工時可以採用具有相同長度的混凝土基樁來執行，不需庫存不同長度的混凝土基樁。FIG. 3 shows a front view of a first variant of the modular structure of FIG. 1 . As shown in Figure 3, this example is similar to Figure 1, the difference is that these first concrete foundation piles 10, these second concrete foundation piles 20 and these third concrete foundation piles 30 have the same total length, but buried The lengths of the land G are different. In this way, concrete foundation piles with the same length can be used for construction, and there is no need to stock concrete foundation piles of different lengths.

圖4顯示圖1的組合式結構體的第二變化例的前視圖。如圖4所示，本例為結合兩個圖1的組合式結構體，但共用中間的第三主樑60/第二主樑50。可以理解的，圖1的組合式結構體的組合個數並不受限制。FIG. 4 shows a front view of a second variant of the modular structure of FIG. 1 . As shown in FIG. 4 , this example combines two combined structures in FIG. 1 , but shares the third main beam 60 /second main beam 50 in the middle. It can be understood that the number of combinations of the combined structure in FIG. 1 is not limited.

圖5顯示圖1的組合式結構體的第三變化例的前視圖。如圖5所示，本例類似於圖1，差異點在於第二高度H2不等於第三高度H3，可以因應於功能限制，滿足各種需求。FIG. 5 shows a front view of a third variant of the modular structure of FIG. 1 . As shown in FIG. 5 , this example is similar to FIG. 1 , the difference is that the second height H2 is not equal to the third height H3 , which can meet various demands in response to functional limitations.

圖6顯示圖1的組合式結構體的第四變化例的前視圖。如圖6所示，本例類似於圖1，差異點在於組合式結構體100更包含一立板90及多個立桿75。立板90設置於土地G上。此些立桿75將立板90連接至此些第一連接桿70的其中一個並將立板90連接至此些第二連接桿80的其中一個。如此一來，可將組合式結構體的一面封閉起來。可以理解的，可以用類似的配置將組合式結構體的四面都封閉起來，亦可配合設置門或窗來方便人員進入或通風。FIG. 6 shows a front view of a fourth variant of the modular structure of FIG. 1 . As shown in FIG. 6 , this example is similar to FIG. 1 , except that the combined structure 100 further includes a vertical plate 90 and a plurality of vertical rods 75 . The vertical board 90 is installed on the ground G. As shown in FIG. The uprights 75 connect the upright 90 to one of the first connecting rods 70 and connect the upright 90 to one of the second connecting rods 80 . In this way, one side of the combined structure can be closed. It can be understood that the four sides of the combined structure can be closed with similar configurations, and doors or windows can also be arranged to facilitate the entry or ventilation of personnel.

圖7顯示圖1的組合式結構體的第五變化例的前視圖。如圖5所示，本例類似於圖1，差異點在於組合式結構體100更包含多個立桿75，將土地G連接至此些第一連接桿70的其中一個及此些第二連接桿80的其中一個。這也是另一種將組合式結構體的一面或四面封閉起來的配置。FIG. 7 shows a front view of a fifth modification of the modular structure of FIG. 1 . As shown in Figure 5, this example is similar to Figure 1, the difference is that the modular structure 100 further includes a plurality of uprights 75, connecting the ground G to one of the first connecting rods 70 and the second connecting rods One of the 80's. This is another configuration that encloses the modular structure on one or four sides.

圖8顯示設置有太陽能發電模組的組合式結構體的局部剖視圖。如圖8所示，太陽能發電模組200可以固定於此些第一連接桿70之間、此些第二連接桿80之間，及/或此些立桿75之間。FIG. 8 shows a partial cross-sectional view of a combined structure provided with a solar power generation module. As shown in FIG. 8 , the solar power generation module 200 can be fixed between the first connecting rods 70 , between the second connecting rods 80 , and/or between the vertical rods 75 .

圖9顯示圖4的組合式結構體的立體圖。圖10顯示圖4的組合式結構體的局部立體圖。如圖9與圖10所示，僅顯示施工中的組合式結構體，以便配合圖4與圖1瞭解各元件的詳細連接關係，組合式結構體可以當作溫室使用，內部可以栽種植物，可以理解的是可以增設太陽能發電模組200來獲得發電的功能。FIG. 9 shows a perspective view of the modular structure of FIG. 4 . FIG. 10 shows a partial perspective view of the combined structure of FIG. 4 . As shown in Figure 9 and Figure 10, only the combined structure in construction is shown, so as to cooperate with Figure 4 and Figure 1 to understand the detailed connection relationship of each component. The combined structure can be used as a greenhouse, and plants can be planted inside. It is understood that the solar power generation module 200 can be added to obtain the power generation function.

在較佳實施例的詳細說明中所提出的具體實施例僅用以方便說明本新型的技術內容，而非將本新型狹義地限制於上述實施例，在不超出本新型的精神及申請專利範圍的情況下，所做的種種變化實施，皆屬於本新型的範圍。The specific embodiments proposed in the detailed description of the preferred embodiments are only used to facilitate the description of the technical content of the present invention, rather than restricting the present invention to the above-mentioned embodiments in a narrow sense, without exceeding the spirit of the present invention and the scope of the patent application Under the situation, the implementation of the various changes done all belong to the scope of the present invention.

A:點 B:點 C:點 G:土地 H1:第一高度 H2:第二高度 H3:第三高度 HB:橫樑 L:總長度 SP:總跨距 10:第一混凝土基樁 11:頂端 20:第二混凝土基樁 21:頂端 30:第三混凝土基樁 31:頂端 40:第一主樑 41, 42:端部 50:第二主樑 60:第三主樑 70:第一連接桿 75:立桿 80:第二連接桿 90:立板 100:組合式結構體 200:太陽能發電模組 A: point B: point C: point G: land H1: first height H2: second height H3: third height HB: Beam L: total length SP: total span 10: The first concrete foundation pile 11: top 20: The second concrete foundation pile 21: top 30: The third concrete foundation pile 31: top 40: The first main beam 41, 42: end 50: Second main beam 60: The third main beam 70: the first connecting rod 75: Pole 80: Second connecting rod 90: Riser 100: Combined structure 200: Solar power module

［圖1］顯示依據本新型較佳實施例的組合式結構體的前視圖。［圖2］顯示［圖1］的組合式結構體的俯視圖。［圖3］顯示［圖1］的組合式結構體的第一變化例的前視圖。［圖4］顯示［圖1］的組合式結構體的第二變化例的前視圖。［圖5］顯示［圖1］的組合式結構體的第三變化例的前視圖。［圖6］顯示［圖1］的組合式結構體的第四變化例的前視圖。［圖7］顯示［圖1］的組合式結構體的第五變化例的前視圖。［圖8］顯示設置有太陽能發電模組的組合式結構體的局部剖視圖。［圖9］顯示［圖4］的組合式結構體的立體圖。［圖10］顯示［圖4］的組合式結構體的局部立體圖。 [ Fig. 1 ] Shows a front view of a modular structure according to a preferred embodiment of the present invention. [FIG. 2] A plan view showing the combined structure of [FIG. 1]. [ FIG. 3 ] A front view showing a first modification example of the modular structure of [ FIG. 1 ]. [ FIG. 4 ] A front view showing a second modification example of the modular structure of [ FIG. 1 ]. [ FIG. 5 ] A front view showing a third modification example of the modular structure of [ FIG. 1 ]. [ FIG. 6 ] A front view showing a fourth modification example of the modular structure of [ FIG. 1 ]. [ FIG. 7 ] A front view showing a fifth modification example of the modular structure of [ FIG. 1 ]. [ Fig. 8 ] A partial cross-sectional view showing a combined structure in which a solar power generation module is installed. [FIG. 9] A perspective view showing the combined structure of [FIG. 4]. [FIG. 10] A partial perspective view showing the combined structure of [FIG. 4].

A:點 A: point

B:點 B: point

C:點 C: point

G:土地 G: land

H1:第一高度 H1: first height

H2:第二高度 H2: second height

H3:第三高度 H3: third height

HB:橫樑 HB: Beam

10:第一混凝土基樁 10: The first concrete foundation pile

11:頂端 11: top

20:第二混凝土基樁 20: The second concrete foundation pile

21:頂端 21: top

30:第三混凝土基樁 30: The third concrete foundation pile

31:頂端 31: top

40:第一主樑 40: The first main beam

50:第二主樑 50: Second main beam

60:第三主樑 60: The third main beam

70:第一連接桿 70: the first connecting rod

80:第二連接桿 80: Second connecting rod

100:組合式結構體 100: Combined structure

Claims

一種高低位差的混凝土基樁結合鋼構的組合式結構體，至少包含：多個第一混凝土基樁、多個第二混凝土基樁及多個第三混凝土基樁，全部打樁固定於一土地中，其中該等第一混凝土基樁突出該土地的第一高度大於該等第二混凝土基樁突出該土地的第二高度，以及該等第三混凝土基樁突出該土地的第三高度；一第一主樑，連接該等第一混凝土基樁的頂端；一第二主樑，連接該等第二混凝土基樁的頂端；一第三主樑，連接該等第三混凝土基樁的頂端；多個第一連接桿，連接該第一主樑及該第二主樑；以及多個第二連接桿，連接該第三主樑及該第二主樑。 A combined structure of concrete foundation piles combined with steel structures with height difference, at least including: A plurality of first concrete foundation piles, a plurality of second concrete foundation piles and a plurality of third concrete foundation piles are all piled and fixed in a ground, wherein the first height of the first concrete foundation piles protruding from the ground is greater than the first height of the first concrete foundation piles a second height by which the second concrete piles project from the land and a third height by which the third concrete piles project from the land; a first girder connecting the top ends of the first concrete foundation piles; a second girder connecting the top ends of the second concrete foundation piles; a third girder connecting the tops of the third concrete foundation piles; a plurality of first connecting rods connecting the first main beam and the second main beam; and A plurality of second connecting rods connect the third main beam and the second main beam.

如請求項1所述的組合式結構體，其中該等第二高度等於該等第三高度。The combined structure as claimed in claim 1, wherein the second heights are equal to the third heights.

如請求項1所述的組合式結構體，其中該等第二高度不等於該等第三高度。The combined structure as claimed in claim 1, wherein the second heights are not equal to the third heights.

如請求項1所述的組合式結構體，其中該等第一混凝土基樁、該等第二混凝土基樁及該等第三混凝土基樁埋入該土地的長度相同。The combined structure as described in Claim 1, wherein the lengths of the first concrete foundation piles, the second concrete foundation piles and the third concrete foundation piles embedded in the ground are the same.

如請求項1所述的組合式結構體，其中該等第一混凝土基樁、該等第二混凝土基樁及該等第三混凝土基樁具有相同的總長度，但埋入該土地的長度不同。The combined structure as claimed in claim 1, wherein the first concrete foundation piles, the second concrete foundation piles and the third concrete foundation piles have the same overall length but different lengths embedded in the ground .

如請求項1所述的組合式結構體，其中該第一主樑的兩端部延伸出該等第一混凝土基樁，且該第一主樑的總長度大於該等第一混凝土基樁的總跨距。The combined structure as claimed in claim 1, wherein both ends of the first main beam extend from the first concrete foundation piles, and the total length of the first main beam is greater than that of the first concrete foundation piles total span.

如請求項1所述的組合式結構體，更包含多個太陽能發電模組，固定於該等第一連接桿之間以及該等第二連接桿之間。The combined structure as claimed in claim 1 further includes a plurality of solar power generation modules fixed between the first connecting rods and between the second connecting rods.

如請求項1所述的組合式結構體，更包含：一立板，設置於該土地上；以及多個立桿，將該立板連接至該等第一連接桿的其中一個並將該立板連接至該等第二連接桿的其中一個。 The combined structure as described in claim item 1 further includes: a riser set on the land; and a plurality of vertical rods, the vertical plate is connected to one of the first connecting rods and the vertical plate is connected to one of the second connecting rods.

如請求項1所述的組合式結構體，更包含：多個立桿，將該土地連接至該等第一連接桿的其中一個及該等第二連接桿的其中一個。 The combined structure as described in claim item 1 further includes: A plurality of uprights connecting the ground to one of the first connecting rods and one of the second connecting rods.

如請求項8或9所述的組合式結構體，更包含多個太陽能發電模組，固定於該等立桿之間。The combined structure as claimed in claim 8 or 9 further includes a plurality of solar power generation modules fixed between the poles.