TWM599056U - Wing plate type base structure - Google Patents

Wing plate type base structure Download PDF

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Publication number
TWM599056U
TWM599056U TW108206548U TW108206548U TWM599056U TW M599056 U TWM599056 U TW M599056U TW 108206548 U TW108206548 U TW 108206548U TW 108206548 U TW108206548 U TW 108206548U TW M599056 U TWM599056 U TW M599056U
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Taiwan
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wing plate
bearing member
tenon
wing
basic structure
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TW108206548U
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Chinese (zh)
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賴政興
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賴政興
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Priority to TW108206548U priority Critical patent/TWM599056U/en
Priority to RU2020134058A priority patent/RU2775925C2/en
Priority to ARM200100527U priority patent/AR120513A4/en
Publication of TWM599056U publication Critical patent/TWM599056U/en

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    • YGENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
    • Y02TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
    • Y02EREDUCTION OF GREENHOUSE GAS [GHG] EMISSIONS, RELATED TO ENERGY GENERATION, TRANSMISSION OR DISTRIBUTION
    • Y02E10/00Energy generation through renewable energy sources
    • Y02E10/50Photovoltaic [PV] energy

Abstract

本創作提供一種翼板型基礎結構,其包含承載件、連結件以及翼板,其中連結件是設在承載件之預設高度,且連結件於承載件的周圍是於水平方向凸伸。翼板為水平設置於地面,而承載件直立穿設於翼板,且承載件以連結件承載在翼板,藉由翼板可提供承載件載重時之穩定性。The invention provides a wing-plate type basic structure, which includes a bearing member, a connecting member and a wing plate, wherein the connecting member is set at a predetermined height of the bearing member, and the connecting member protrudes in the horizontal direction around the bearing member. The wing plate is horizontally arranged on the ground, and the bearing member is vertically installed on the wing plate, and the bearing member is carried on the wing plate by the connecting member. The wing plate can provide the stability of the bearing member when the load is loaded.

Description

翼板型基礎結構Wing plate type base structure

本創作係關於一種基礎結構,尤指一種利用翼板對承載件提供穩固支撐之翼板型基礎結構。This creation is about a kind of basic structure, especially a kind of wing plate type basic structure that uses wing plate to provide stable support to the bearing member.

當有地上結構需要建造時,例如支撐太陽能發電系統的支架,如所設之地面有地基不夠穩固的情形(例如地質鬆軟而有容易塌陷的問題),此時為了提昇地基的穩定性,通常需要基礎結構之設置,以提昇地上結構之穩固性。所述基礎結構之設置,常見的是直接將基樁或墩座埋至一定的深度,藉以承載前述地上結構的整體重量,然而基樁通常呈現長柱狀,所以在打入地底下時,並沒有足夠的截面積可提供承靠在地面,故而容易滑動,使其有難以提供地上結構穩固支撐之效果,而習知墩座亦有相同的問題,此即本創作所欲解決之重點所在。When there is an above-ground structure that needs to be built, such as a support for a solar power generation system, if the ground is not stable enough (for example, the geology is soft and easy to collapse), in order to improve the stability of the foundation, it is usually necessary Set up the basic structure to enhance the stability of the ground structure. The setting of the foundation structure is usually to directly bury the foundation piles or piers to a certain depth to carry the overall weight of the above-mentioned above-ground structure. However, the foundation piles are usually in the shape of long columns, so when they are driven into the ground, they There is not enough cross-sectional area to support the ground, so it is easy to slide, making it difficult to provide a stable support for the ground structure. The conventional pier also has the same problem. This is the focus of this creation.

為解決上述課題,本創作提供一種翼板型基礎結構,承載件在埋入地下至預定深度時,可藉由所設之翼板承載於地面,以提供穩固的支撐效果。In order to solve the above-mentioned problems, this creation provides a wing-plate basic structure. When the bearing member is buried to a predetermined depth, it can be carried on the ground by the wing plate to provide a stable supporting effect.

本創作之一項實施例提供一種翼板型基礎結構,其包含承載件、連結件及翼板,一連結件設在承載件之一預設高度,且於承載件的周圍是凸伸於水平方向。翼板水平設置於地面,承載件直立穿設於翼板,且承載件以連結件至少在相對的兩側承載在翼板,以翼板提供承載件載重時之穩定性。An embodiment of the present invention provides a wing-shaped base structure, which includes a bearing member, a connecting member, and a wing plate. A connecting member is arranged at a predetermined height of the bearing member and protrudes horizontally around the bearing member. direction. The wing plate is horizontally arranged on the ground, the bearing member is vertically installed on the wing plate, and the bearing member is supported on the wing plate at least on opposite sides by the connecting member, and the wing plate provides stability when the bearing member is loaded.

其中,翼板設有一插孔,承載件之斷面輪廓和插孔之內輪廓為形狀對應,且其寬度亦對應插孔之孔徑,承載件穿經插孔而埋入地下。Wherein, the wing plate is provided with a socket, the cross-sectional profile of the bearing member and the inner contour of the socket are corresponding in shape, and its width corresponds to the hole diameter of the socket, and the bearing member passes through the socket and is buried underground.

其中,連結件為榫件,承載件於所述預設高度具有對應榫件之榫孔,榫件接設於榫孔中而承載在翼板。Wherein, the connecting piece is a tenon piece, the bearing piece has a tenon hole corresponding to the tenon piece at the predetermined height, and the tenon piece is connected in the tenon hole and carried on the wing board.

其中,榫件呈圓柱狀,榫孔呈圓孔狀。Wherein, the tenon piece is cylindrical, and the tenon hole is round hole.

其中,所述榫件為複數個。Wherein, the tenon pieces are plural.

其中,連結件為鋼筋,其係植入承載件於所述預設高度,再以植筋、配筋、組模,以及灌漿等工序成型翼板在所述預設高度,同時鋼筋隨翼板之成型而被結合於翼板之中,俾供承載件以所述鋼筋承載在翼板。Wherein, the connecting member is a steel bar, which is implanted with a bearing member at the preset height, and then the wing plate is formed at the preset height by the processes of planting steel bars, reinforcing bars, forming a mold, and grouting. It is formed and integrated into the wing plate, so that the bearing member is carried on the wing plate by the steel bars.

其中,承載件為樁柱,其為鋼筋混凝土製成。Among them, the bearing member is a pile, which is made of reinforced concrete.

其中,承載件為墩座,其為鋼筋混凝土製成。Among them, the bearing member is a pier, which is made of reinforced concrete.

藉此,利用翼板設置承載件欲設置的地面,而將承載件往地下埋入,當承載件埋至預定深度後,承載件即可利用所設之連結件承載在翼板,故承載件不需要埋至觸及硬層區的深處,即可提供穩固的定位於地面,以達到使基礎結構能提供地上結構穩固支撐之功效。In this way, the wing is used to set the ground on which the bearing member is to be installed, and the bearing member is buried underground. When the bearing member is buried to a predetermined depth, the bearing member can be carried on the wing board by the connecting member, so the bearing member It does not need to be buried deep into the hard zone, and it can provide a stable positioning on the ground, so that the basic structure can provide a stable support for the ground structure.

為便於說明本創作於上述新型內容一欄中所表示的中心思想,茲以具體實施例表達。實施例中各種不同物件係按適於列舉說明之比例,而非按實際元件的比例予以繪製,合先敘明。In order to facilitate the description of the central idea of the creation in the column of the above-mentioned new content, specific examples are used to express it. The various objects in the embodiments are drawn in proportions suitable for enumeration and description, rather than the proportions of actual components, and are described first.

請參閱圖1至圖3所示,本創作提供一種翼板型基礎結構100之第一實施例,其包含翼板10、承載件20以及複數連結件,此述連結件於本實施例中是以榫件30為例,其中:Please refer to Figures 1 to 3, the present invention provides a first embodiment of a wing-shaped base structure 100, which includes a wing plate 10, a bearing member 20, and a plurality of connecting members. The connecting members in this embodiment are Take the tenon piece 30 as an example, where:

所述翼板10,其係呈平板狀而設在承載件20欲設置的地面,此翼板10於本實施例中設有一插孔11。於本實施例中,翼板10是呈方形板,但不以此為限,例如圓形板或其他形狀之板件亦可。The wing plate 10 is a flat plate and is set on the ground where the carrier 20 is to be installed. The wing plate 10 is provided with an insertion hole 11 in this embodiment. In this embodiment, the wing plate 10 is a square plate, but it is not limited to this, for example, a circular plate or other shapes of plates are also acceptable.

所述承載件20,其於本實施例中樁柱,而其斷面輪廓和插孔11之內輪廓呈形狀對應,且其柱寬亦對應插孔11之孔徑。承載件20在穿經插孔11後被打入地下。進一步地,本實施例為樁柱的承載件20,其斷面輪廓呈圓柱形,而插孔11之內輪廓對應呈圓孔狀,但不以此為限。The bearing member 20 is a pile in this embodiment, and its cross-sectional profile corresponds to the inner profile of the socket 11, and its column width corresponds to the aperture of the socket 11. The carrier 20 is driven into the ground after passing through the insertion hole 11. Further, this embodiment is the bearing member 20 of the pile column, the cross-sectional profile of which is cylindrical, and the inner profile of the insertion hole 11 is corresponding to the circular hole shape, but it is not limited to this.

複數榫件30,係設於承載件20之一預設高度,且複數榫件30是徑向凸伸於翼板10上,以複數榫件30承載在翼板10上而不再向地底下沉。於本實施例中有三個榫件30,承載件20於所述預設高度具有三個榫孔21,三個榫件30接設於三個榫孔21中。此外,三個榫件30於承載件20上分別間隔120度,但榫件30之數量和間隔角度不以此為限。再者,各榫件30於本實施例中呈圓柱狀,各榫孔21對應呈圓孔狀。所述預設高度並非固定,而是看承載件20所設之處的地質及所設深度而定,於此不作限制。A plurality of tenon members 30 are arranged at a predetermined height of the supporting member 20, and the plurality of tenon members 30 are radially projected on the wing plate 10, and the plurality of tenon members 30 are carried on the wing plate 10 and no longer under the ground Shen. In the present embodiment, there are three tenon members 30, the carrier 20 has three tenon holes 21 at the predetermined height, and the three tenon members 30 are connected in the three tenon holes 21. In addition, the three tenon members 30 are spaced 120 degrees apart on the carrier 20, but the number and spacing angle of the tenon members 30 are not limited to this. Furthermore, each tenon member 30 is cylindrical in this embodiment, and each tenon hole 21 is correspondingly a round hole. The preset height is not fixed, but depends on the geology and depth of the location where the bearing member 20 is located, and is not limited here.

因此,當有地上結構(例如太陽能發電系統的支架)需要支撐時,可將本創作之承載件20打入地下作為基礎結構,由施工人員將翼板10先做成而設置於承載件20欲設置的地面,接著再將承載件20穿過翼板10後,而將承載件20利用外力而往地下打入,並當承載件20打入地下至預定深度後,藉由榫件30設於承載件20而承載在翼板10上,藉由翼板10的面積大於承載件20的截面積,令承載件20在地面上受到翼板10的支撐,故承載件20不必打至深處而須觸及硬層區,即可利用翼板10提供承載件20穩固支撐的效果,以達到使基礎結構能穩固地提供所述地上結構支撐之功效。Therefore, when there is an above-ground structure (such as a bracket for a solar power generation system) that needs support, the carrier 20 of this creation can be driven into the ground as a basic structure, and the wing board 10 is first made by the constructor and installed on the carrier 20. Then, after the bearing member 20 is passed through the wing plate 10, the bearing member 20 is driven into the ground by external force, and when the bearing member 20 is driven into the ground to a predetermined depth, the tenon member 30 is set in The carrier 20 is carried on the wing panel 10. By the area of the wing panel 10 being larger than the cross-sectional area of the carrier 20, the carrier 20 is supported by the wing panel 10 on the ground, so the carrier 20 does not have to be driven deep. When the hard layer area is touched, the wing panel 10 can be used to provide a stable support for the bearing member 20, so that the basic structure can stably provide the above-ground structure support.

再請參閱圖4至圖5所示,本創作提供另一種翼板型基礎結構200之第二實施例,其包含翼板10、承載件20以及複數連結件,而和第一實施例之主要差異在於,第一實施例之翼板10為預先做好而已定型,即「先做型態」,而本實施例之翼板10則是屬於後做型態,其中連結件於本實施例中為鋼筋30A,而所述後做型態,係鋼筋30A植入承載件20於所述預設高度時,再以植筋、配筋、組模,以及灌漿等工序成型翼板10,令翼板10以「後做型態」定型在所述預設高度,而在翼板10定型的同時,鋼筋30A隨翼板10之成型而被結合於翼板10之中(鋼筋30A於實施例中偏翼板10下方),俾供承載件20以鋼筋30A承載在翼板10,藉此,同樣可達到和第一實施例使基礎結構能穩固地提供所述地上結構支撐之功效。Please refer to Figures 4 to 5 again. The present invention provides another wing plate type base structure 200 in a second embodiment, which includes a wing plate 10, a bearing member 20, and a plurality of connecting members, which are similar to those of the first embodiment. The difference is that the wing plate 10 of the first embodiment is pre-made and shaped, that is, the "first-made type", while the wing plate 10 of this embodiment is a post-made type, in which the connecting piece is in this embodiment It is a steel bar 30A, and the post-formation is that when the steel bar 30A is implanted into the bearing member 20 at the preset height, the wing plate 10 is formed by the processes of planting reinforcement, reinforcing steel, forming molds, and grouting to make the wings The plate 10 is shaped at the preset height in a "post-made form", and while the wing plate 10 is shaped, the steel bar 30A is combined with the wing plate 10 as the wing plate 10 is formed (the steel bar 30A is in the embodiment Below the deflector plate 10), the supporting member 20 is carried on the wing plate 10 with steel bars 30A, so that the same effect as the first embodiment can be achieved by the basic structure that can provide the above-ground structure support stably.

再請參閱圖6至圖7所示,本創作提供另一種翼板型基礎結構300之第三實施例,其包含翼板10、承載件20A以及複數連結件,此複數連結件和第一南貫施例同樣為榫件30,而和第一實施例之主要差異在於,承載件20A為墩座,其斷面輪廓呈方形,插孔11之內輪廓呈方孔狀,於本實施例中於承載件20A亦有榫孔21A供榫件30接設,藉以提供另一種翼板型基礎結構300,同樣可達到和第一實施例之功效。此外,本實施例之榫件30可以是第二實施例之後做型態所取代,亦可達到承載於翼板10之功效。Please refer to FIGS. 6 to 7 again. The present invention provides another wing plate type base structure 300 according to a third embodiment, which includes a wing plate 10, a bearing member 20A and a plurality of connecting members, the plurality of connecting members and the first south The embodiment example is also the tenon member 30, and the main difference from the first embodiment is that the bearing member 20A is a pier with a square cross-sectional profile, and the inner profile of the socket 11 is a square hole. In this embodiment The supporting member 20A also has a tenon hole 21A for the tenon member 30 to connect, so as to provide another wing-plate type basic structure 300, which can also achieve the same effect as the first embodiment. In addition, the tenon member 30 of this embodiment can be replaced by a post-second embodiment, and can also achieve the effect of being carried on the wing board 10.

以上所舉實施例僅用以說明本創作而已,非用以限制本創作之範圍。舉凡不違本創作精神所從事的種種修改或變化,俱屬本創作意欲保護之範疇。The above-mentioned embodiments are only used to illustrate the creation, and not to limit the scope of the creation. All modifications or changes that do not violate the spirit of this creation belong to the scope of this creation's intention to protect.

100:翼板型基礎結構 200:翼板型基礎結構 300:翼板型基礎結構 10:翼板 11:插孔 20:承載件 21:榫孔 30:榫件 20A:承載件 21A:榫孔 30A:鋼筋 100: Wing plate type base structure 200: Wing plate type base structure 300: Wing plate type basic structure 10: Wing board 11: jack 20: Carrier 21: Tenon hole 30: Tenon pieces 20A: Carrier 21A: Tenon hole 30A: Rebar

圖1係本創作之第一實施例之承載件承載於翼板之立體構造示意圖。 圖2係本創作之第一實施例之承載件以榫件承載於翼板之俯視示意圖。 圖3係本創作之第一實施例之翼板設於地面且有承載件穿經而打入地下之示意圖。 圖4係本創作之第二實施例之承載件承載於翼板之立體構造示意圖。 圖5係本創作之第二實施例之承載件承載於翼板之剖視構造示意圖。 圖6係本創作之第三實施例之承載件承載於翼板之立體構造示意圖。 圖7係本創作之第三實施例之承載件承載於翼板之剖視構造示意圖。 Fig. 1 is a schematic diagram of the three-dimensional structure of the carrier of the first embodiment of the present creation carried on the wing plate. Fig. 2 is a schematic top view of the supporting member of the first embodiment of the invention being carried on the wing plate by the tenon member. Fig. 3 is a schematic diagram of the wing plate of the first embodiment of this creation being set on the ground and having a bearing member penetrated into the ground. Fig. 4 is a schematic diagram of the three-dimensional structure of the carrier on the wing plate of the second embodiment of the invention. Figure 5 is a schematic cross-sectional view of the structure of the second embodiment of the present invention where the carrier is carried on the wing. Fig. 6 is a schematic diagram of the three-dimensional structure of the carrier of the third embodiment of the present creation carried on the wing plate. Fig. 7 is a schematic cross-sectional structure diagram of the carrier of the third embodiment of the invention carried on the wing plate.

100:翼板型基礎結構 100: Wing plate type base structure

10:翼板 10: Wing board

11:插孔 11: jack

20:承載件 20: Carrier

21:榫孔 21: Tenon hole

30:榫件 30: Tenon pieces

Claims (8)

一種翼板型基礎結構,其包含: 一承載件; 一連結件,設在該承載件之一預設高度,且於該承載件的周圍是凸伸於水平方向;以及 一翼板,其水平設置於地面,該承載件直立穿設於該翼板,且該承載件以該連結件至少在相對的兩側承載在該翼板,以該翼板提供該承載件載重時之穩定性。 A wing plate type basic structure, which comprises: A carrier A connecting member arranged at a predetermined height of the supporting member and protruding in a horizontal direction around the supporting member; and A wing plate is horizontally arranged on the ground, the bearing member is erected through the wing plate, and the bearing member is carried on the wing plate at least on opposite sides of the connecting member, and when the wing plate provides the load bearing member The stability. 如請求項1所述之翼板型基礎結構,其中,該翼板設有一插孔,該承載件之斷面輪廓和該插孔之內輪廓為形狀對應,且其寬度亦對應該插孔之孔徑,該承載件穿經該插孔而埋入地下。The wing plate type basic structure according to claim 1, wherein the wing plate is provided with a socket, the cross-sectional profile of the bearing member and the inner contour of the socket correspond in shape, and the width of the socket corresponds to Aperture, the load-bearing member penetrates the hole and is buried in the ground. 如請求項2所述之翼板型基礎結構,其中,該連結件為榫件,該承載件於所述預設高度具有對應該榫件之榫孔,該榫件接設於該榫孔中而承載在該翼板。The wing-plate basic structure according to claim 2, wherein the connecting member is a tenon member, the bearing member has a tenon hole corresponding to the tenon member at the predetermined height, and the tenon member is connected in the tenon hole And bear on the wing plate. 如請求項3所述之翼板型基礎結構,其中,該榫件呈圓柱狀,該榫孔呈圓孔狀。The wing plate type basic structure according to claim 3, wherein the tenon member is cylindrical, and the tenon hole is a round hole. 如請求項3所述之翼板型基礎結構,其中,所述榫件為複數個。The wing plate type basic structure according to claim 3, wherein the tenon pieces are plural. 如請求項1所述之翼板型基礎結構,其中,該連結件為鋼筋,其係植入該承載件於所述預設高度,再以植筋、配筋、組模,以及灌漿等工序成型該翼板在所述預設高度,同時該鋼筋隨該翼板之成型而被結合於該翼板之中,俾供該承載件以所述鋼筋承載在該翼板。The wing-plate-type basic structure according to claim 1, wherein the connecting member is a steel bar, which is implanted in the load-bearing member at the predetermined height, and then the steps of planting reinforcement, reinforcing reinforcement, forming molds, and grouting are performed The wing plate is formed at the predetermined height, and the steel bars are combined with the wing plate along with the forming of the wing plate, so that the bearing member is carried on the wing plate by the steel bars. 如請求項1所述之翼板型基礎結構,其中,該承載件為樁柱,其為鋼筋混凝土製成。The wing plate type foundation structure according to claim 1, wherein the bearing member is a pile column, which is made of reinforced concrete. 如請求項1所述之翼板型基礎結構,其中,該承載件為墩座,其為鋼筋混凝土製成。The wing plate type basic structure according to claim 1, wherein the bearing member is a pier, which is made of reinforced concrete.
TW108206548U 2019-05-24 2019-05-24 Wing plate type base structure TWM599056U (en)

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RU2020134058A RU2775925C2 (en) 2019-05-24 2019-12-10 Flange type plate for support structure
ARM200100527U AR120513A4 (en) 2019-05-24 2020-02-26 BASE STRUCTURE OF THE CLAMP PLATE TYPE

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Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
TWI767405B (en) * 2020-11-10 2022-06-11 賴政興 Precast pillar structure with combination component

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
TWI767405B (en) * 2020-11-10 2022-06-11 賴政興 Precast pillar structure with combination component

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