TWI650466B - Earthquake resistant base and its manufacturing method - Google Patents

Earthquake resistant base and its manufacturing method Download PDF

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Publication number
TWI650466B
TWI650466B TW106122008A TW106122008A TWI650466B TW I650466 B TWI650466 B TW I650466B TW 106122008 A TW106122008 A TW 106122008A TW 106122008 A TW106122008 A TW 106122008A TW I650466 B TWI650466 B TW I650466B
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base
plate portion
plate
support frame
holes
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TW106122008A
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TW201905288A (en
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許芳瑜
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鴻達集成工程有限公司
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  • Vibration Prevention Devices (AREA)

Abstract

本發明係一種耐震基礎座及其製程工法,該耐震基礎座係提供基座設置並包含多數間隔佈設的支撐架,且在支撐架的底板的下方設置水平調整單元,於耐震基礎座製程工法中,先佈設支撐架於固定面上,將基座放置於支撐座的頂板,並以鎖固件鎖組支撐座的銜接角板與基座,再將水平調整單元的墊片組放入底板與固定面之間,調整水平後再填膠至底板與固定面之間,於基座拆離又組裝時,水平調整單元不受影響而不需再次調整水平,故省時且便利性佳,且基座與支撐架的底板、銜接角板接觸,可增加地震力,進而提升防震效果與安全性。The invention relates to a seismic base base and a manufacturing method thereof. The seismic base base provides a pedestal setting and comprises a plurality of spaced-apart support frames, and a horizontal adjusting unit is arranged below the bottom plate of the support frame, in the seismic base block manufacturing method Firstly, the support frame is arranged on the fixing surface, the base is placed on the top plate of the support base, and the connecting angle plate and the base of the support seat are locked by the lock, and the spacer group of the horizontal adjustment unit is placed on the bottom plate and fixed. Between the faces, adjust the level and then fill the glue between the bottom plate and the fixed surface. When the base is detached and assembled, the horizontal adjustment unit is not affected and the level is not adjusted again, so it is time-saving and convenient. The seat is in contact with the bottom plate of the support frame and the connecting gusset to increase the seismic force, thereby improving the anti-vibration effect and safety.

Description

耐震基礎座及其製程工法Earthquake resistant base and its manufacturing method

本發明係一種耐震基礎座及其製程工法,尤指可提高水平調整便利性的耐震基礎座及其製程工法。The invention relates to a seismic base base and a manufacturing method thereof, in particular to a seismic base seat and a manufacturing method thereof, which can improve the convenience of horizontal adjustment.

如圖6至圖8、圖10所示,現有耐震基礎座係提供一基座80設置,該耐震基礎座包含多數支撐架90及多數水平調整單元91,每一支撐架90包含一底板92、一中空的立柱93及一頂板94,該底板92上設置複數穿孔95,該立柱93設於該底板92的頂面,該頂板94設於該立柱93的頂端,且該頂板94上設置複數貫孔96,所述水平調整單元91係分別設置於所述支撐架90的頂板94的頂面,其中,所述支撐架90間隔佈設於如地面等固定面81上,以固定件82通過所述底板92的穿孔95並伸入固定面81,將底板92固定於固定面81上,該基座80放置於佈設的支撐架90上,並將水平調整單元91放入基座80與頂板94之間,以調整基座80的水平,待調整好基座80的水平後,以鎖固件83通過所述頂板94的貫孔96,進而鎖組所述頂板94與基座80。As shown in FIG. 6 to FIG. 8 and FIG. 10 , the existing seismic base system provides a base 80. The seismic base includes a plurality of support frames 90 and a plurality of horizontal adjustment units 91. Each support frame 90 includes a bottom plate 92. a hollow column 93 and a top plate 94. The bottom plate 92 is provided with a plurality of perforations 95. The column 93 is disposed on the top surface of the bottom plate 92. The top plate 94 is disposed at the top end of the column 93, and the top plate 94 is provided with a plurality of top plates 94. a hole 96, the horizontal adjustment unit 91 is respectively disposed on a top surface of the top plate 94 of the support frame 90, wherein the support frame 90 is disposed on a fixing surface 81 such as a ground, and the fixing member 82 passes through the fixing member 82. The through hole 95 of the bottom plate 92 extends into the fixing surface 81, and the bottom plate 92 is fixed on the fixing surface 81. The base 80 is placed on the supported support frame 90, and the horizontal adjustment unit 91 is placed in the base 80 and the top plate 94. In order to adjust the level of the base 80, after the level of the base 80 is adjusted, the locking member 83 passes through the through hole 96 of the top plate 94, thereby locking the top plate 94 and the base 80.

如圖9所示,若基座80要進行二次施工時,可將鎖固件83取下,接著將基座80取下並進行施工,施工後的基座80再次放上耐震基礎座時,需要再次透過水平調整單元91調整基座80的水平,待水平調整好後,再以鎖固件83鎖組所述頂板94與施工後的基座80。As shown in FIG. 9, when the base 80 is to be subjected to secondary construction, the lock 83 can be removed, and then the base 80 is removed and constructed. When the base 80 after construction is placed on the seismic base again, The level of the base 80 needs to be adjusted again through the level adjusting unit 91. After the horizontal adjustment is completed, the top plate 94 and the constructed base 80 are locked by the locking member 83.

然而,基座80僅與耐震基礎座的水平調整單元91接觸,並透過鎖固件83鎖組基座80與頂板94,且頂板94與基座80不會直接接觸,所以基座80與耐震基礎座之間的結合強度與穩定性不佳,具有地震力不足的情形,另外,基座80取下施工後再組設於耐震基礎座時,都需要調整水平,相當耗費時間且不便利。However, the base 80 only contacts the horizontal adjustment unit 91 of the seismic base, and locks the base 80 and the top plate 94 through the lock 83, and the top plate 94 does not directly contact the base 80, so the base 80 and the seismic base The joint strength and stability between the seats are not good, and there is a situation in which the seismic force is insufficient. In addition, when the base 80 is removed and then assembled in the seismic base, the level needs to be adjusted, which is quite time consuming and inconvenient.

本發明之主要目的在於提供一種耐震基礎座及其製程工法,藉此改善現有耐震基礎座與基座的地震力不足的問題,以及改善基座再次組裝於現有耐震基礎座時都需要調整水平,造成耗時、不便利的問題。The main object of the present invention is to provide a seismic base and a manufacturing method thereof, thereby improving the problem of insufficient seismic force of the existing seismic base and the base, and improving the level of adjustment when the base is reassembled in the existing seismic base. A problem that is time consuming and inconvenient.

為達成前揭目的,本發明耐震基礎座係提供一基座設置並包含:   多數間隔佈設的支撐架,每一支撐架包含一立柱、一底板、一頂板及二銜接角板,該底板設於該立柱的底端,該頂板設於該立柱的頂端,該二銜接角板設於該立柱的外側並鄰近該頂板,其中,該基座抵靠所述支撐架的頂板並與所述銜接角板組接;以及   多數水平調整單元,其係分別設於所述支撐架的底板的下方,每一水平調整單元包含一墊片組及一黏膠層,該墊片組係設置於對應的底板的下方,且該黏膠層外覆該墊片組並黏接對應的底板。In order to achieve the foregoing object, the seismic base of the present invention provides a pedestal arrangement and includes: a plurality of spaced apart support frames, each support frame comprising a column, a bottom plate, a top plate and two connecting gussets, the bottom plate being disposed on a bottom end of the column, the top plate is disposed at a top end of the column, the two connecting gussets are disposed on an outer side of the column and adjacent to the top plate, wherein the base abuts against the top plate of the support frame and the connecting angle a plurality of horizontal adjustment units are respectively disposed under the bottom plate of the support frame, each horizontal adjustment unit includes a gasket group and an adhesive layer, and the gasket assembly is disposed on the corresponding bottom plate Below the layer, the adhesive layer covers the spacer group and adheres to the corresponding bottom plate.

為達成前揭目的,本發明耐震基礎座製程工法包含:   將耐震基礎座的支撐架間隔佈設於固定面上,並以鎖固件將支撐架的銜接角板鎖設於立柱的外側;   將待組裝的基座放置於所述支撐架的頂板上,且以鎖固件鎖組銜接角板與基座;   將水平調整單元的墊片組放入支撐架的底板與固定面之間,透過墊片組的厚度的調整而調整該基座的水平;   待基座的水平調整好,以固定件將支撐架的底板與固定面固定,並將黏膠填入至底板與固定面之間,讓黏膠外覆於墊片組並黏固底板、墊片組與固定面;   其中,基座可拆下並進行再次施工,於再次施工完成後,基座可再次被設置於支撐架上,直接以鎖固件鎖組銜接角板,且不用再調整基座的水平。In order to achieve the foregoing object, the method for manufacturing the seismic base of the present invention comprises: arranging the support frame of the seismic base on the fixed surface, and locking the connecting angle plate of the support frame to the outer side of the column with a lock; The pedestal is placed on the top plate of the support frame, and the gusset and the base are connected by the lock lock group; the spacer group of the horizontal adjustment unit is placed between the bottom plate and the fixed surface of the support frame, and the shims are passed through the shims The thickness of the base is adjusted to adjust the level of the base; when the level of the base is adjusted, the bottom plate of the support frame and the fixing surface are fixed by the fixing member, and the adhesive is filled between the bottom plate and the fixed surface to allow the adhesive to be glued. Covering the gasket group and adhering the bottom plate, the gasket group and the fixing surface; wherein the base can be removed and re-constructed, after the construction is completed again, the base can be set again on the support frame, directly locked The firmware lock set connects the gussets and eliminates the need to adjust the level of the pedestal.

上述中,該耐震基礎座提供基座設置,且基座係直接與支撐架的頂板、銜接角板接觸,並以鎖固件將基座與銜接角板鎖組,增加基座與耐震基礎座的接觸面積,並提高結合強度與穩定性,進而增加地震力而提高防震效果與安全性,其中,該耐震基礎座的水平調整單元設置於支撐架的底板的下方並採用黏膠層固定,於基座拆下並再次組裝時,不需要重覆調整基座的水平,可省下重覆調整水平的時間,並可提高基座再次組設於耐震基礎座的便利性。In the above, the seismic base base provides a pedestal setting, and the pedestal directly contacts the top plate of the support frame and the gusset plate, and locks the pedestal and the gusset plate with a lock to increase the pedestal and the seismic base. Contact area, and improve the joint strength and stability, thereby increasing the seismic force and improving the anti-vibration effect and safety. The horizontal adjustment unit of the seismic base is disposed under the bottom plate of the support frame and fixed by an adhesive layer. When the seat is removed and assembled again, it is not necessary to repeatedly adjust the level of the base, which saves time for repeated adjustment of the level, and improves the convenience of the base being reassembled in the seismic base.

參閱圖3至圖4,為本發明耐震基礎座之一較佳實施例,其係提供一基座30設置並包含多數間隔佈設的支撐架10與多數水平調整單元20。Referring to FIG. 3 to FIG. 4, a preferred embodiment of the seismic base of the present invention is provided with a base 30 and including a plurality of spaced-apart support frames 10 and a plurality of horizontal adjustment units 20.

如圖1、圖2與圖4所示,每一支撐架10包含一立柱11、一底板12、一頂板13及二銜接角板14,該底板12設於該立柱11的底端,該頂板13設於該立柱11的頂端,該二銜接角板14設於該立柱11的外側並鄰近該頂板13,其中,該基座30抵靠所述支撐架10的頂板13並與所述銜接角板14組接。As shown in FIG. 1 , FIG. 2 and FIG. 4 , each support frame 10 includes a column 11 , a bottom plate 12 , a top plate 13 and two connecting gussets 14 . The bottom plate 12 is disposed at the bottom end of the column 11 . 13 is disposed at a top end of the column 11 , and the two connecting gussets 14 are disposed on the outer side of the column 11 adjacent to the top plate 13 , wherein the pedestal 30 abuts against the top plate 13 of the support frame 10 and the connecting angle The plates 14 are assembled.

如圖4所示,所述水平調整單元20係分別設於所述支撐架10的底板12的下方,每一水平調整單元20包含一墊片組21及一黏膠層22,該墊片組21係設置於對應的底板12的下方,且該黏膠層22外覆該墊片組21並黏接對應的底板12,其中,所述墊片組21具有至少一墊片,所述墊片組21具有複數墊片時,該些墊片相互疊設。As shown in FIG. 4 , the horizontal adjustment unit 20 is respectively disposed under the bottom plate 12 of the support frame 10 , and each horizontal adjustment unit 20 includes a gasket group 21 and an adhesive layer 22 . The gasket is disposed on the bottom of the corresponding bottom plate 12, and the adhesive layer 22 is covered with the gasket group 21 and bonded to the corresponding bottom plate 12, wherein the gasket group 21 has at least one gasket, and the gasket When the group 21 has a plurality of spacers, the spacers are stacked one on another.

如圖1所示,每一立柱11係呈H型的構件,且具有一立板部111,於該立板部111的兩側端緣分別形成一側向延伸的側板部112,所述側板部112設置複數通孔113,所述通孔113鄰近該頂板13,該底板12設有複數穿孔121,該些穿孔121位於該立板部111的兩側,所述頂板13設有複數貫孔131,該些貫孔131位於該立板部111的兩側。As shown in FIG. 1 , each of the pillars 11 is an H-shaped member, and has a vertical plate portion 111 . The side edges of the vertical plate portion 111 are respectively formed on the opposite side edges of the vertical plate portion 111 . The portion 112 is provided with a plurality of through holes 113. The through hole 113 is adjacent to the top plate 13. The bottom plate 12 is provided with a plurality of through holes 121. The through holes 121 are located at two sides of the vertical plate portion 111, and the top plate 13 is provided with a plurality of through holes. 131. The through holes 131 are located at two sides of the vertical plate portion 111.

如圖3、圖4所示,於部分的支撐架10中,所述支撐架10包含一輔助板部15,該輔助板部15位於該立柱11的外側,且該輔助板部15的兩側端緣分別連接該二側板部112,該輔助板部15的頂端連接該頂板13,該輔助板部15的底緣位於該底板12的上方且不連接該底板12,以及該輔助板部15具有複數組裝孔。As shown in FIG. 3 and FIG. 4, in a part of the support frame 10, the support frame 10 includes an auxiliary plate portion 15, which is located outside the column 11, and both sides of the auxiliary plate portion 15 The end edges are respectively connected to the two side plate portions 112. The top end of the auxiliary plate portion 15 is connected to the top plate 13. The bottom edge of the auxiliary plate portion 15 is located above the bottom plate 12 and is not connected to the bottom plate 12, and the auxiliary plate portion 15 has Multiple assembly holes.

如圖2所示,每一銜接角板14包含一第一板部141及一第二板部142,該第一板部141垂直連接該第二板部142,該第一板部141上設置複數第一組接孔143,該第二板部142上設置複數第二組接孔144,如圖3、圖4所示,於所述支撐架10中,該二銜接角板14分別組設於該立柱11的側板部112,該二銜接角板14以第一板部141面向該立柱11的側板部112,另於部分支撐架10中,其中一銜接角板14組設於其中一側板部112,另一銜接角板14組設於該輔助板部15,即該二銜接角板14分別以第一板部141面向側板部112與輔助板部15。As shown in FIG. 2, each of the connecting gussets 14 includes a first plate portion 141 and a second plate portion 142. The first plate portion 141 is perpendicularly connected to the second plate portion 142. The first plate portion 141 is disposed on the first plate portion 141. A plurality of first holes 143 are disposed on the second plate portion 142, and a plurality of second holes 144 are disposed on the second plate portion 142. As shown in FIG. 3 and FIG. 4, the two connecting gussets 14 are respectively assembled in the support frame 10. In the side plate portion 112 of the column 11, the two connecting gussets 14 face the side plate portion 112 of the column 11 with the first plate portion 141, and in the partial support frame 10, one of the engaging gussets 14 is assembled on one side plate. The other connecting gussets 14 are disposed on the auxiliary plate portion 15, that is, the two engaging gussets 14 face the side plate portion 112 and the auxiliary plate portion 15 with the first plate portion 141, respectively.

上述中,所述第一組接孔143與第二組接孔144皆為長型孔,可以微調並增加組裝對位的便利性。In the above, the first set of holes 143 and the second set of holes 144 are all long holes, which can be finely adjusted and increase the convenience of assembly alignment.

本發明耐震基礎座製程工法中,係先將耐震基礎座的支撐架10間隔佈設於固定面40上,並以鎖固件31將支撐架10的銜接角板14鎖設於立柱11的外側,接著將待組裝的基座30放置於所述支撐架10的頂板13上,且以鎖固件31鎖組銜接角板14與基座30,待基座30組設固定於支撐架10後,將水平調整單元20的墊片組21放入支撐架10的底板12與固定面40之間,透過調整墊片組21的厚度,進而調整該基座30的水平,待基座30的水平調整好,以固定件41將支撐架10的底板12與固定面40固定,並將黏膠填入至底板12與固定面40之間,讓黏膠外覆於墊片組21並黏固底板12、墊片組21與固定面40,如圖5所示,基座30可拆下並進行再次施工,於再次施工完成後,基座30可再次被設置於支撐架10上,直接以鎖固件31鎖組銜接角板14,且不用再調整基座30的水平。In the method for manufacturing the seismic base of the present invention, the support frame 10 of the seismic base is first laid on the fixed surface 40, and the connecting angle plate 14 of the support frame 10 is locked to the outside of the column 11 by the fastener 31, and then The pedestal 30 to be assembled is placed on the top plate 13 of the support frame 10, and the gusset 14 and the pedestal 30 are locked by the locking member 31. After the pedestal 30 is assembled and fixed to the support frame 10, the level will be horizontal. The spacer group 21 of the adjusting unit 20 is placed between the bottom plate 12 of the support frame 10 and the fixing surface 40, and the thickness of the base 30 is adjusted by adjusting the thickness of the spacer group 21, and the level of the base 30 is adjusted. The bottom plate 12 of the support frame 10 and the fixing surface 40 are fixed by the fixing member 41, and the adhesive is filled between the bottom plate 12 and the fixing surface 40, and the adhesive is applied to the gasket group 21 and the bottom plate 12 and the pad are adhered. The film set 21 and the fixing surface 40, as shown in FIG. 5, the base 30 can be detached and re-constructed. After the re-construction is completed, the base 30 can be placed on the support frame 10 again, directly locked by the lock 31. The set engages the gusset 14 without the need to adjust the level of the base 30.

綜上所述,該耐震基礎座係以頂板13與銜接角板14接觸,透過鎖固件31將基座30與銜接角板14鎖組,透過接觸面積的增加並配合鎖組結合方式,可提高結合強度與穩定性,並使基座30與支撐架10結合時可視為一整體,進而增加耐震基礎座與基座30的地震力,以提高防震效果與安全性,另外,該耐震基礎座的水平調整單元20設置在支撐架10的底板12的下方,讓水平調整單元20不會與基座30接觸,且水平調整單元20的墊片組21透過黏膠層22與底板12、固定面40固定,因此基座30於拆離後並再次組裝時,都不會影響水平調整單元20的厚度,所以不需要再次調整水平,達到省時並提高再次組裝便利性的目的。In summary, the shock-resistant base seat is in contact with the engaging gusset 14 by the top plate 13, and the base 30 and the engaging gusset 14 are locked by the locking member 31, and the contact area is increased and the lock combination is combined to improve the height. The combination of strength and stability, and the base 30 and the support frame 10 can be combined as a whole, thereby increasing the seismic force of the seismic base and the base 30 to improve the anti-vibration effect and safety, and in addition, the seismic base The horizontal adjustment unit 20 is disposed under the bottom plate 12 of the support frame 10 so that the horizontal adjustment unit 20 does not contact the base 30, and the spacer group 21 of the horizontal adjustment unit 20 passes through the adhesive layer 22 and the bottom plate 12 and the fixing surface 40. Since the base 30 is detached and assembled again, the thickness of the level adjusting unit 20 is not affected, so that it is not necessary to adjust the level again, which saves time and improves the convenience of reassembly.

10 支撐架 11 立柱 111 立板部 112 側板部 113 通孔 12 底板 121 穿孔 13 頂板 131 貫孔 14 銜接角板 141 第一板部 142 第二板部 143 第一組接孔 144 第二組接孔 15 輔助板部 20 水平調整單元 21 墊片組 22 黏膠層 30 基座 31 鎖固件 40 固定面 41 固定件 80 基座 81 固定面 82 固定件 83 鎖固件 90 支撐架 91 水平調整單元 92 底板 93 立柱 94 頂板 95 穿孔 96 貫孔10 Support frame 11 Column 111 Vertical plate portion 112 Side plate portion 113 Through hole 12 Base plate 121 Perforation 13 Top plate 131 Through hole 14 Connecting angle plate 141 First plate portion 142 Second plate portion 143 First group of holes 144 Second group of holes 15 Auxiliary plate 20 Horizontal adjustment unit 21 Gasket group 22 Adhesive layer 30 Base 31 Locking member 40 Fixing surface 41 Fixing member 80 Base 81 Fixing surface 82 Fixing member 83 Locking 90 Supporting frame 91 Horizontal adjustment unit 92 Base plate 93 Column 94 top plate 95 perforations 96 through holes

圖1:為本發明耐震基礎座之一較佳實施例之立柱的立體示意圖。 圖2:為本發明耐震基礎座之一較佳實施例之銜接角板的立體示意圖。 圖3:為本發明耐震基礎座之一較佳實施例之使用狀態的俯視局部示意圖。 圖4:為本發明耐震基礎座之一較佳實施例之使用狀態的側視局部示意圖。 圖5:為圖4之基座可拆組的側視局部示意圖。 圖6:為現有耐震基礎座之一較佳實施例之支撐架的立體示意圖。 圖7:為現有耐震基礎座之一較佳實施例之使用狀態俯視局部示意圖。 圖8:為現有耐震基礎座之一較佳實施例之使用狀態側視局部示意圖。 圖9:為圖8之基座可拆組的側視局部示意圖。 圖10:為圖7的局部放大示意圖。Figure 1 is a perspective view of a column of a preferred embodiment of the seismic base of the present invention. 2 is a perspective view of a connecting gusset of a preferred embodiment of the seismic base of the present invention. Fig. 3 is a top plan view showing the state of use of a preferred embodiment of the seismic base of the present invention. Figure 4 is a side elevational view, partially in perspective, of the preferred embodiment of the seismic base of the present invention. Figure 5 is a side elevational view, partially in elevation, of the detachable set of the base of Figure 4. Figure 6 is a perspective view of a support frame of a preferred embodiment of an existing seismic base. Fig. 7 is a top plan view showing the state of use of a preferred embodiment of the conventional seismic base. Fig. 8 is a side elevational view showing the state of use of a preferred embodiment of the conventional seismic base. Figure 9 is a side elevational partial view of the detachable set of the base of Figure 8. Figure 10 is a partial enlarged view of Figure 7.

Claims (6)

一種耐震基礎座,其係提供一基座設置並包含:多數間隔佈設的支撐架,每一支撐架包含一立柱、一底板、一頂板及二銜接角板,該底板設於該立柱的底端,該頂板設於該立柱的頂端,該二銜接角板設於該立柱的外側並鄰近該頂板,其中,該基座抵靠所述支撐架的頂板並與所述銜接角板組接,每一立柱係呈H型的構件,且具有一立板部,於該立板部的兩側端緣分別形成一側向延伸的側板部,所述側板部設置複數通孔,所述通孔鄰近該頂板,該底板設有複數穿孔,該些穿孔位於該立板部的兩側,所述頂板設有複數貫孔,該些貫孔位於該立板部的兩側;以及多數水平調整單元,其係分別設於所述支撐架的底板的下方,每一水平調整單元包含一墊片組及一黏膠層,該墊片組係設置於對應的底板的下方,且該黏膠層外覆該墊片組並黏接對應的底板。 The utility model relates to a seismic base base, which is provided with a base and comprises: a plurality of spaced apart support frames, each support frame comprises a column, a bottom plate, a top plate and two connecting angle plates, the bottom plate is arranged at the bottom end of the column The top plate is disposed at a top end of the column, and the two connecting angle plates are disposed on an outer side of the column and adjacent to the top plate, wherein the base abuts against the top plate of the support frame and is assembled with the engaging gusset, each A column is an H-shaped member, and has a vertical plate portion, and side plates extending laterally are formed on both side edges of the vertical plate portion, and the side plate portion is provided with a plurality of through holes, the through holes are adjacent to each other The top plate is provided with a plurality of perforations, the perforations are located at two sides of the vertical plate portion, the top plate is provided with a plurality of through holes, the through holes are located at two sides of the vertical plate portion; and a plurality of horizontal adjustment units, Each of the horizontal adjustment units includes a gasket group and an adhesive layer, and the gasket assembly is disposed under the corresponding bottom plate, and the adhesive layer is covered. The spacer group is bonded to the corresponding bottom plate. 如請求項1所述之耐震基礎座,其中,於部分的支撐架中,所述支撐架包含一輔助板部,該輔助板部位於該立柱的外側,且該輔助板部的兩側端緣分別連接該二側板部,該輔助板部的頂端連接該頂板,該輔助板部的底緣位於該底板的上方且不連接該底板,以及該輔助板部具有複數組裝孔。 The seismic base of claim 1, wherein in the part of the support frame, the support frame comprises an auxiliary plate portion, the auxiliary plate portion is located outside the column, and the edge edges of the auxiliary plate portion are divided The two side plate portions are connected, the top end of the auxiliary plate portion is connected to the top plate, the bottom edge of the auxiliary plate portion is located above the bottom plate and is not connected to the bottom plate, and the auxiliary plate portion has a plurality of assembly holes. 如請求項1所述之耐震基礎座,其中,每一銜接角板包含一第一板部及一第二板部,該第一板部垂直連接該第二板部,該第一板部上設置複數第一組接孔,該第二板部上設置複數第二組接孔,於所述支撐架中,該二銜接角板分別組設於該立柱的側板部。 The seismic base of claim 1, wherein each of the engaging gussets comprises a first plate portion and a second plate portion, the first plate portion being perpendicularly connected to the second plate portion, the first plate portion being A plurality of first holes are disposed, and the second plate portion is provided with a plurality of second holes. In the support frame, the two connecting angle plates are respectively disposed on the side plate portions of the column. 如請求項2所述之耐震基礎座,其中,每一銜接角板包含一第一板部及一第二板部,該第一板部垂直連接該第二板部,該第一板部上設置複數第一組接孔,該第二板部上設置複數第二組接孔,於部分支撐架中,其中一銜接角板組設於其中一側板部,另一銜接角板組設於該輔助板部。 The seismic base of claim 2, wherein each of the engaging gussets comprises a first plate portion and a second plate portion, the first plate portion being perpendicularly connected to the second plate portion, the first plate portion being a plurality of first holes are disposed, and a plurality of second holes are disposed on the second plate portion. In the partial support frame, one of the engaging gussets is disposed on one of the side plates, and the other connecting gusset is disposed on the Auxiliary board. 如請求項3或4所述之耐震基礎座,其中,所述第一組接孔與第二組接孔皆為長型孔。 The seismic base of claim 3, wherein the first set of holes and the second set of holes are elongated holes. 一種耐震基礎座製程工法,其包含:將耐震基礎座的支撐架間隔佈設於固定面上,並以鎖固件將支撐架的銜接角板鎖設於立柱的外側;將待組裝的基座放置於所述支撐架的頂板上,且以鎖固件鎖組銜接角板與基座;將水平調整單元的墊片組放入支撐架的底板與固定面之間,透過墊片組的厚度的調整而調整該基座的水平;待基座的水平調整好,以固定件將支撐架的底板與固定面固定,並將黏膠填入至底板與固定面之間,讓黏膠外覆於墊片組並黏固底板、墊片組與固定面;其中,基座可拆下並進行再次施工,於再次施工完成後,基座可再次被設置於支撐架上,直接以鎖固件鎖組銜接角板,且不用再調整基座的水平。 The utility model relates to a seismic base block manufacturing method, which comprises: spacing a support frame of a seismic base block on a fixed surface, and locking the connecting angle plate of the support frame to the outer side of the column with a lock; placing the base to be assembled on the base The top plate of the support frame is connected with the gusset plate and the base by a lock lock group; the gasket group of the horizontal adjustment unit is placed between the bottom plate and the fixed surface of the support frame, and the thickness of the spacer group is adjusted Adjust the level of the base; after the level of the base is adjusted, fix the bottom plate of the support frame and the fixing surface with the fixing member, and fill the adhesive between the bottom plate and the fixing surface to allow the adhesive to cover the gasket. And fixing the bottom plate, the gasket group and the fixing surface; wherein the base can be removed and re-constructed, after the re-construction is completed, the base can be set again on the support frame, directly connecting the angle with the lock lock group Board, and no need to adjust the level of the base.
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Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
TWI794964B (en) * 2021-09-09 2023-03-01 協崑股份有限公司 High precision base of extreme ultraviolet lithography (euv) and implementation thereof

Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
TW201311982A (en) * 2011-09-14 2013-03-16 Wen-Chang Lo Combination structure of raised movable floor base and floor
CN206090852U (en) * 2016-08-31 2017-04-12 上海公路桥梁(集团)有限公司 Supporting member for prefabricated building
CN206267167U (en) * 2016-10-31 2017-06-20 沈阳远大瑞福工程技术有限公司 Wallboard house assembly type basis
TWM550371U (en) * 2017-06-30 2017-10-11 Hong Da Integrated Engineering Co Ltd Earthquake-resistant base

Patent Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
TW201311982A (en) * 2011-09-14 2013-03-16 Wen-Chang Lo Combination structure of raised movable floor base and floor
CN206090852U (en) * 2016-08-31 2017-04-12 上海公路桥梁(集团)有限公司 Supporting member for prefabricated building
CN206267167U (en) * 2016-10-31 2017-06-20 沈阳远大瑞福工程技术有限公司 Wallboard house assembly type basis
TWM550371U (en) * 2017-06-30 2017-10-11 Hong Da Integrated Engineering Co Ltd Earthquake-resistant base

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
TWI794964B (en) * 2021-09-09 2023-03-01 協崑股份有限公司 High precision base of extreme ultraviolet lithography (euv) and implementation thereof

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