TWI859039B - Pile joint structure - Google Patents
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- TWI859039B TWI859039B TW112149862A TW112149862A TWI859039B TW I859039 B TWI859039 B TW I859039B TW 112149862 A TW112149862 A TW 112149862A TW 112149862 A TW112149862 A TW 112149862A TW I859039 B TWI859039 B TW I859039B
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Abstract
本發明基樁對接結構用以結合二基樁,並包含二端板、複數接合卡榫及至少一定位柱,每一端板具有複數接合槽及至少一定位孔,接合槽於端板的外環繞面形成一圓形開口並朝向內部凹陷,接合卡榫具有二相連接的固定柱,該二端板分別設置於二基樁,當二基樁對接時,透過端板之定位孔及定位件能將所述二基樁初步定位,同時,二端板的接合槽會相連通,再將該複數接合卡榫分別設置於該二端板的接合槽連通形成的複數接合部,就能夠固定所述二基樁的位置,因此無須透過點焊固定所述二基樁,有效提升作業便利性及縮短作業時間,及減少耗費之能源成本。The base pile docking structure of the present invention is used to connect two base piles, and includes two end plates, a plurality of engaging tenons and at least one positioning column, each end plate has a plurality of engaging grooves and at least one positioning hole, the engaging groove forms a circular opening on the outer circumferential surface of the end plate and is recessed toward the inside, the engaging tenon has two connected fixing columns, the two end plates are respectively arranged on the two base piles, when the two base piles are docked, the two base piles can be initially positioned through the positioning holes and positioning members of the end plates, at the same time, the engaging grooves of the two end plates will be connected, and then the plurality of engaging tenons are respectively arranged in the plurality of connecting parts formed by the connecting grooves of the two end plates, so that the positions of the two base piles can be fixed, so there is no need to fix the two base piles through spot welding, which effectively improves the convenience of operation, shortens the operation time, and reduces the energy cost.
Description
本發明係提供一種基樁對接結構,尤指用於建築結構工法,並用以同軸連接二基樁的一種對接結構。 The present invention provides a foundation pile butt joint structure, in particular a butt joint structure used in building structure construction methods and used to coaxially connect two foundation piles.
於建築的基礎工法中有一種係於欲興建建築物的地面下方植入基樁,以承載建築物的重量並提升建築物的穩固性,其中,植入地面的基樁長度會依據地質及建築設計而有不同的營建需求,例如當地盤強度較弱時,會需要設置長度較長的基樁以確保安全性。 One of the construction foundation methods is to implant foundation piles under the ground where the building is to be built to bear the weight of the building and improve the stability of the building. The length of the foundation piles implanted in the ground will have different construction requirements depending on the geology and building design. For example, when the site strength is weak, longer foundation piles will be required to ensure safety.
其中,為了便於運輸,通常工廠預鑄的基樁會有固定的尺寸及長度,因此為了使基樁的長度達到營建需求,現今會將兩基樁同軸對接,以增加整體基樁設置的長度。當進行基樁對接作業時,會先將一基樁垂直地植入地面,再將另一基樁懸吊於其上,使二基樁之端部相接觸,工作人員會於所述基樁之端部周圍點焊以將二基樁的相對位置固定,再將基樁之端部周圍完整焊接,以使二基樁同軸對接。 Among them, for the convenience of transportation, the pre-cast foundation piles in the factory usually have fixed sizes and lengths. Therefore, in order to make the length of the foundation pile meet the construction requirements, two foundation piles are now coaxially connected to increase the length of the overall foundation pile setting. When the foundation pile connection operation is carried out, one foundation pile will be vertically planted in the ground first, and then the other foundation pile will be hung on it, so that the ends of the two foundation piles touch each other. The staff will spot weld around the ends of the foundation piles to fix the relative positions of the two foundation piles, and then completely weld around the ends of the foundation piles to make the two foundation piles coaxially connected.
然而,由於焊接作業本就較為費時,加以位在上方的基樁僅是懸吊在空中,因此所述基樁會有隨風擺動或因機具移動而有晃動的情形,導致工作人員於進行點焊時須特別謹慎小心,以避免危害自身安全,造成花費較多作業時間且工作安全性較低,而當天候不佳時,風雨會導致難以進行基樁對接作業,而會導致延宕整體工程,而仍有改善的空間。 However, since welding work is time-consuming, and the foundation piles located above are only suspended in the air, the foundation piles may sway with the wind or due to the movement of machinery, which requires workers to be particularly cautious when spot welding to avoid endangering their own safety, resulting in more time spent on work and lower work safety. When the weather is bad, wind and rain will make it difficult to carry out foundation pile docking work, which will delay the overall project. There is still room for improvement.
本發明之主要目的在於提供一基樁對接結構,希藉此改善現今之基樁對接作業透過點焊使基樁的相對位置固定的方式較為費時,且工作安全性較低的問題。 The main purpose of the present invention is to provide a foundation pile joint structure, in order to improve the current foundation pile joint operation, which is time-consuming and has low work safety by fixing the relative position of the foundation pile through spot welding.
為達成前揭目的,本發明基樁對接結構係用以結合二基樁,所述基樁對接結構包含:二端板,每一所述端板對應設置於一所述基樁,每一所述端板包含:一本體,該本體呈板狀,該本體的相對兩面分別界定為一組裝面及一接合面,且該本體具有一外環繞面,該本體之該組裝面設置於所述基樁之端部;複數組裝部,該複數組裝部間隔地形成於該本體,並貫穿該本體的該組裝面及該接合面;複數接合槽,該複數接合槽間隔地形成於該本體,每一所述接合槽於該本體的外環繞面形成一圓形開口,並由該圓形開口朝向該本體的內部凹陷,且於該本體的接合面形成矩形的一連通口,該連通口與該圓形開口相連接;及至少一定位孔,該至少一定位孔形成於該本體,並連通該本體之接合面而朝該本體之組裝面凹陷;其中,該二端板的接合面相接觸,且該二端板的該複數接合槽的位置分別對應,位於對應位置的二所述接合槽的連通口相連通,使位於對應位置的二所述接合槽形成一接合部,該二端板的該至少一定位孔的位置相對應;複數接合卡榫,每一所述接合卡榫設置於所述接合部,每一所述接合卡榫具有二相連接的固定柱,該二固定柱分別伸入形成所述接合部的二所述接合槽中,且該二固定柱分別呈圓柱狀,其中,每一所述接合卡榫的二固定柱的直徑 係非相等,其中一所述固定柱的直徑與該複數接合槽之圓形開口的直徑相等,另一所述固定柱的直徑小於該複數接合槽之圓形開口的直徑;及至少一定位件,該至少一定位件設置於該二端板之位置相對應的該至少一定位孔。 To achieve the above-mentioned purpose, the foundation pile joint structure of the present invention is used to connect two foundation piles, and the foundation pile joint structure includes: two end plates, each of which is correspondingly arranged on one foundation pile, and each of which includes: a body, the body is in a plate shape, and the two opposite sides of the body are respectively defined as an assembly surface and a joint surface, and the body has an outer ring surrounding surface, and the assembly surface of the body is arranged at the end of the foundation pile; a plurality of assembly parts, the plurality of assembly parts are formed at intervals on the body body, and penetrates the assembly surface and the joint surface of the body; a plurality of joint grooves, the plurality of joint grooves are formed at intervals on the body, each of the joint grooves forms a circular opening on the outer circumferential surface of the body, and is recessed from the circular opening toward the inside of the body, and a rectangular communication opening is formed on the joint surface of the body, and the communication opening is connected to the circular opening; and at least one positioning hole, the at least one positioning hole is formed on the body, and is connected to the joint surface of the body and is recessed toward the inside of the body. The assembly surface of the body is concave; wherein the joint surfaces of the two end plates are in contact with each other, and the positions of the plurality of joint grooves of the two end plates correspond to each other, and the communication ports of the two joint grooves located at the corresponding positions are connected, so that the two joint grooves located at the corresponding positions form a joint portion, and the positions of the at least one positioning hole of the two end plates correspond to each other; a plurality of joint tenons, each of the joint tenons is arranged at the joint portion, and each of the joint tenons has two connected fixing columns, and the two fixing columns The two fixing posts are respectively extended into the two said joint grooves forming the said joint part, and the two fixing posts are respectively cylindrical, wherein the diameters of the two fixing posts of each said joint tenon are not equal, wherein the diameter of one said fixing post is equal to the diameter of the circular opening of the plurality of joint grooves, and the diameter of the other said fixing post is smaller than the diameter of the circular opening of the plurality of joint grooves; and at least one positioning member, the at least one positioning member is arranged in the at least one positioning hole corresponding to the position of the two end plates.
本發明基樁對接結構係用以結合所述二基樁,該二端板分別預先設置於所述二基樁的端部,當進行基樁對接作業時,於位在下方的所述基樁之端板的定位孔放置所述定位件,再使所述二基樁上的該二端板的接合面相接觸,透過所述定位件伸入位在上方的所述基樁之端板的定位孔以將所述二基樁初步定位,該二端板的該複數接合槽就會一對一地相連通並形成複數個所述接合部,工作人員再將該複數接合卡榫分別設置於該複數接合部,就能夠固定所述二基樁的位置。 The foundation pile joint structure of the present invention is used to join the two foundation piles. The two end plates are respectively pre-set at the ends of the two foundation piles. When the foundation pile joint operation is performed, the positioning piece is placed in the positioning hole of the end plate of the foundation pile located below, and then the joint surfaces of the two end plates on the two foundation piles are brought into contact. The positioning piece is inserted into the positioning hole of the end plate of the foundation pile located above to preliminarily position the two foundation piles. The multiple joint grooves of the two end plates will be connected one-to-one to form multiple joint parts. The staff will then respectively set the multiple joint tenons on the multiple joint parts to fix the positions of the two foundation piles.
因此,透過本發明基樁對接結構結合所述二基樁,就無須透過點焊的方式固定所述二基樁的位置,而能夠有效提升作業便利性及縮短作業時間,又能夠減少機具運轉之能源成本及免去點焊所耗費之能源成本,再者,藉由圓柱狀的該複數接合卡榫之固定柱配合所述接合部之圓形開口,使得所述接合卡榫能夠輕易地伸入對應之接合部的接合槽,藉此能夠使基樁對接作業更加便利,且所述接合槽更容易加工成型,而所述接合卡榫的加工製造更為便利,因此還能夠降低加工成本及所耗費之能源,符合節能減碳的環保趨勢。 Therefore, by combining the two base piles through the base pile joint structure of the present invention, it is not necessary to fix the positions of the two base piles by spot welding, which can effectively improve the convenience of operation and shorten the operation time, and can also reduce the energy cost of machine operation and the energy cost consumed by spot welding. Furthermore, by matching the cylindrical fixing column of the multiple joint tenons with the circular opening of the joint part, the joint tenons can easily extend into the joint groove of the corresponding joint part, thereby making the base pile joint operation more convenient, and the joint groove is easier to process and shape, and the processing and manufacturing of the joint tenons is more convenient, so it can also reduce the processing cost and the energy consumed, which is in line with the environmental protection trend of energy saving and carbon reduction.
10:端板 10: End plate
11:本體 11: Body
111:組裝面 111: Assembly surface
112:接合面 112: Joint surface
113:外環繞面 113: Outer ring surround
12:組裝部 12: Assembly Department
13:接合槽 13:Joint groove
131:圓形開口 131: Round opening
132:連通口 132: Connecting port
14:定位孔 14: Positioning hole
15:接合部 15: Joint
20:接合卡榫 20:Joining the tenon
21:固定柱 21: Fixed column
30:定位件 30: Positioning piece
40:基樁 40: Foundation pile
41:拉桿 41: Pull rod
R1,R2,R3:直徑 R1, R2, R3: Diameter
圖1:為本發明基樁對接結構之一種較佳實施例之二端板之立體示意圖。 Figure 1: A three-dimensional schematic diagram of two end plates of a preferred embodiment of the foundation pile butt joint structure of the present invention.
圖2:為本發明基樁對接結構之端板之俯視平面示意圖。 Figure 2: A schematic top view of the end plate of the foundation pile joint structure of the present invention.
圖3:為本發明基樁對接結構設置於基樁之立體分解示意圖。 Figure 3: A three-dimensional exploded schematic diagram of the foundation pile joint structure of the present invention being set on the foundation pile.
圖4:為本發明基樁對接結構之接合卡榫設置於接合部之立體示意圖。 Figure 4: A three-dimensional schematic diagram of the joint tenon of the foundation pile joint structure of the present invention being arranged at the joint portion.
圖5:為本發明基樁對接結構將基樁結合之立體示意圖。 Figure 5: A three-dimensional schematic diagram of the foundation pile joint structure of the present invention.
圖6:為二基樁對接之平面示意圖。 Figure 6: A schematic diagram of the plane of the connection between two foundation piles.
圖7:為二基樁之端部的端板相接觸之平面示意圖。 Figure 7: A schematic plan view of the contact between the end plates of the two foundation piles.
圖8:為圖7之局部放大示意圖。 Figure 8: A partial enlarged schematic diagram of Figure 7.
圖9:為接合卡榫設置於接合部之剖面示意圖。 Figure 9: A cross-sectional diagram showing the joint latch being arranged at the joint portion.
請參閱圖1至圖4,為本發明基樁對接結構之一種較佳實施例,所述基樁對接結構用以結合二基樁40,並包含二端板10、複數接合卡榫20及至少一定位件30。
Please refer to Figures 1 to 4, which are a preferred embodiment of the foundation pile joint structure of the present invention. The foundation pile joint structure is used to connect two
如圖1至圖3所示,每一所述端板10對應設置於一所述基樁40,每一所述端板10包含一本體11、複數組裝部12、複數接合槽13及至少一定位孔14。
As shown in Figures 1 to 3, each of the
如圖1至圖3所示,每一所述端板10之本體11呈板狀,該本體11的相對兩面分別界定為一組裝面111及一接合面112,且該本體11具有一外環繞面113,該本體11之該組裝面111設置於所述基樁40之端部,該複數組裝部12間隔地形成於該本體11,並貫穿該本體11的該組裝面111及該接合面112。
As shown in Figures 1 to 3, the
如圖1至圖3所示,該複數接合槽13間隔地形成於該本體11,每一所述接合槽13於該本體11的外環繞面113形成一圓形開口131,並由該圓形開口131朝向該本體11的內部凹陷,該圓形開口131的外輪廓與該本體11的接合面112相割,每一所述接合槽13於該本體11的接合面112形成矩形的一連通口132,該連通口132與該圓形開口131相連接,該至少一定位孔14形成於該本體11,並連通該本體11之接合面112而朝該本體11之組裝面111凹陷。
As shown in Figures 1 to 3, the plurality of
其中,如圖3及圖4所示,該二端板10的接合面112相接觸,且該二端板10的該複數接合槽13的位置分別對應,位於對應位置的二所述接合槽13的連通口132相連通,使位於對應位置的二所述接合槽13形成一接合部15,該二端板10的該至少一定位孔14的位置相對應。
As shown in FIG. 3 and FIG. 4 , the
如圖4及圖5所示,每一所述接合卡榫20設置於所述接合部15,每一所述接合卡榫20具有二相連接的固定柱21,該二固定柱21分別伸入形成所述接合部15的二所述接合槽13中,且該二固定柱21分別呈圓柱狀。
As shown in Figures 4 and 5, each of the
如圖3所示,該至少一定位件30設置於該二端板10之位置相對應的該至少一定位孔14。
As shown in FIG. 3 , the at least one
如圖3所示,本發明基樁對接結構係用以結合所述二基樁40,每一所述端板10分別以該複數組裝部12及複數拉桿41預先設置於一所述基樁40的端部,如圖6所示,當進行基樁對接作業時,於位在下方的所述基樁40之端板10的定位孔14放置所述定位件30,再使所述二基樁40上的該二端板10的接合面112相接觸,透過所述定位件30伸入位在上方的所述基樁40之端板10的定位孔14以將所述二基樁40初步定位,如圖7至圖9所示,該二端板10的該複數接合槽13就會一對一地相連通並形成複數個所述接合部15,工作人員再將該複數接合卡榫20分別設置於該複數接合部15,就能夠固定所述二基樁40的位置。
As shown in FIG. 3 , the foundation pile joint structure of the present invention is used to join the two
因此,透過本發明基樁對接結構結合所述二基樁40,就無須透過點焊的方式固定所述二基樁40的位置,而能夠有效提升作業便利性及縮短作業時間,又能夠減少機具運轉之能源成本及免去點焊所耗費之能源成本。 Therefore, by combining the two foundation piles 40 through the foundation pile docking structure of the present invention, it is not necessary to fix the positions of the two foundation piles 40 by spot welding, which can effectively improve the convenience of operation and shorten the operation time, and can also reduce the energy cost of machine operation and eliminate the energy cost consumed by spot welding.
此外,如圖1及圖2所示,於每一所述端板10上,該複數接合槽13分別位於所述端板10中相鄰的二所述組裝部12之間,僅避開所述端板10上形成該至少一定位孔14的位置,藉此,透過數量較多的接合槽13能使該二端板10
形成較多個所述接合部15,搭配該複數接合卡榫20,而提升該二端板10的結合穩定性。
In addition, as shown in FIG. 1 and FIG. 2 , on each of the
另外,每一所述端板10的該本體11呈環形,每一所述接合槽13的長度與該本體11由該外環繞面113至該本體11之內環面的長度之間的比例介於1:2至1:3之間,所述接合槽13的長度設計能在維持所述端板10之結構強度的情況下,提供該二端板10之間足夠的結合強度。
In addition, the
再者,如圖4所示,藉由圓柱狀的該複數接合卡榫20之固定柱21配合所述接合部15之接合槽13的圓形開口131,使得所述接合卡榫20能夠輕易地伸入對應之接合部15的接合槽13,藉此能夠使基樁對接作業更加便利,且所述接合槽13更容易加工成型,而所述接合卡榫20僅須透過擠壓成型並裁切成段即可,而無須費時車削所述接合卡榫20的外輪廓,故所述接合卡榫20的加工製造更為便利,因此還能夠降低加工成本及所耗費之能源,符合節能減碳的環保趨勢。
Furthermore, as shown in FIG. 4 , by cooperating with the
如圖9所示,每一所述接合卡榫20的該二固定柱21的直徑R1,R2係非相等,藉由所述接合卡榫20之該二固定柱21的直徑R1,R2不相等的設計,使得工作人員能更輕易地將所述接合卡榫20穿過其對應的接合部15的二所述接合槽13的圓形開口131,而提升所述接合卡榫20與對應的接合部15之間的結合便利性,因此提升作業便利性。
As shown in FIG. 9 , the diameters R1 and R2 of the two fixing
較佳地,如圖8及圖9所示,所述接合卡榫20之其中一所述固定柱21的直徑R1與該複數接合槽13之圓形開口131的直徑R3相等,另一所述固定柱21的直徑R2小於該複數接合槽13之圓形開口131的直徑R3,由於所述接合卡榫20之固定柱21的直徑R1與該複數接合槽13之圓形開口131的直徑R3相等,因此能夠提升所述接合卡榫20對應的接合部15之間的結合穩定性,進而提升該二
端板10之間的結合穩定性,及提升設有該二端板10的所述二基樁40之間的結合穩定性。
Preferably, as shown in FIG8 and FIG9, the diameter R1 of one of the fixing
另外,每一所述接合槽13由所述圓形開口131平行於該本體11的接合面112朝向該本體11的內部凹陷,使所述接合槽13呈圓筒槽狀,藉由所述接合槽13呈圓筒槽狀的設計,使得所述接合槽13之加工成型更為便利,且提升所述接合卡榫20與對應的接合部15之間的結合便利性。
In addition, each of the
綜上所述,本發明基樁對接結構係用以結合所述二基樁40,透過該至少一定位孔14及該至少一定位件30能將所述二基樁40初步定位,再將該複數接合卡榫20分別設置於該二端板10的該複數接合槽13連通形成的接合部15,就能夠固定所述二基樁40的位置,因此無須透過點焊固定所述二基樁40,有效提升作業便利性及縮短作業時間,及能夠減少耗費之能源成本。
In summary, the foundation pile joint structure of the present invention is used to combine the two foundation piles 40. The two foundation piles 40 can be initially positioned through the at least one
10:端板 10: End plate
11:本體 11: Body
111:組裝面 111: Assembly surface
112:接合面 112: Joint surface
113:外環繞面 113: Outer ring surround
12:組裝部 12: Assembly Department
13:接合槽 13:Joint groove
14:定位孔 14: Positioning hole
30:定位件 30: Positioning piece
40:基樁 40: Foundation pile
41:拉桿 41: Pull rod
Claims (5)
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| TW112149862A TWI859039B (en) | 2023-12-20 | 2023-12-20 | Pile joint structure |
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| TW112149862A TWI859039B (en) | 2023-12-20 | 2023-12-20 | Pile joint structure |
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| TWI859039B true TWI859039B (en) | 2024-10-11 |
| TW202526145A TW202526145A (en) | 2025-07-01 |
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| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104612146A (en) * | 2015-03-03 | 2015-05-13 | 中淳高科桩业股份有限公司 | End plate used for manufacturing pre-tensioning-method prestress pre-formed pile and rapid connecting method of end plate used for manufacturing pre-tensioning-method prestress pre-formed pile |
| CN111501736A (en) * | 2020-05-13 | 2020-08-07 | 广东毅马集团有限公司 | Lock catch type connecting welding-free tubular pile end plate |
| CN111535311A (en) * | 2020-05-13 | 2020-08-14 | 广东毅马集团有限公司 | A bayonet type connection welding-free pipe pile end plate |
| CN115324045A (en) * | 2022-09-15 | 2022-11-11 | 郑州大学 | A hybrid reinforced prestressed pipe pile connecting pile assembly |
| CN116240881A (en) * | 2023-02-15 | 2023-06-09 | 温州强宏建材有限公司 | Tensile end plate, pipe pile component and assembly device |
| TWM642674U (en) * | 2023-03-30 | 2023-06-11 | 旌智企業股份有限公司 | Slotted end plate and foundation pile butt joint structure |
| TWM655841U (en) * | 2023-12-20 | 2024-05-21 | 旌智企業股份有限公司 | Foundation pile butt joint structure |
-
2023
- 2023-12-20 TW TW112149862A patent/TWI859039B/en active
Patent Citations (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104612146A (en) * | 2015-03-03 | 2015-05-13 | 中淳高科桩业股份有限公司 | End plate used for manufacturing pre-tensioning-method prestress pre-formed pile and rapid connecting method of end plate used for manufacturing pre-tensioning-method prestress pre-formed pile |
| CN111501736A (en) * | 2020-05-13 | 2020-08-07 | 广东毅马集团有限公司 | Lock catch type connecting welding-free tubular pile end plate |
| CN111535311A (en) * | 2020-05-13 | 2020-08-14 | 广东毅马集团有限公司 | A bayonet type connection welding-free pipe pile end plate |
| CN115324045A (en) * | 2022-09-15 | 2022-11-11 | 郑州大学 | A hybrid reinforced prestressed pipe pile connecting pile assembly |
| CN116240881A (en) * | 2023-02-15 | 2023-06-09 | 温州强宏建材有限公司 | Tensile end plate, pipe pile component and assembly device |
| TWM642674U (en) * | 2023-03-30 | 2023-06-11 | 旌智企業股份有限公司 | Slotted end plate and foundation pile butt joint structure |
| TWM655841U (en) * | 2023-12-20 | 2024-05-21 | 旌智企業股份有限公司 | Foundation pile butt joint structure |
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| Publication number | Publication date |
|---|---|
| TW202526145A (en) | 2025-07-01 |
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