TWM566736U - Support column mechanism - Google Patents
Support column mechanism Download PDFInfo
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- TWM566736U TWM566736U TW107206771U TW107206771U TWM566736U TW M566736 U TWM566736 U TW M566736U TW 107206771 U TW107206771 U TW 107206771U TW 107206771 U TW107206771 U TW 107206771U TW M566736 U TWM566736 U TW M566736U
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- rod
- support column
- column mechanism
- support
- positioning member
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- 239000000945 filler Substances 0.000 claims abstract description 18
- 229910000831 Steel Inorganic materials 0.000 claims description 3
- 239000004568 cement Substances 0.000 claims description 3
- 239000010959 steel Substances 0.000 claims description 3
- 238000004891 communication Methods 0.000 claims description 2
- 230000007423 decrease Effects 0.000 claims description 2
- 239000011347 resin Substances 0.000 claims description 2
- 229920005989 resin Polymers 0.000 claims description 2
- 239000004575 stone Substances 0.000 claims description 2
- 238000003466 welding Methods 0.000 description 5
- 238000003780 insertion Methods 0.000 description 2
- 230000037431 insertion Effects 0.000 description 2
- 238000000034 method Methods 0.000 description 2
- 239000000126 substance Substances 0.000 description 2
- 238000013461 design Methods 0.000 description 1
- 238000000605 extraction Methods 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
- 239000002184 metal Substances 0.000 description 1
- 239000007769 metal material Substances 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 239000002689 soil Substances 0.000 description 1
- 125000006850 spacer group Chemical group 0.000 description 1
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- Conveying And Assembling Of Building Elements In Situ (AREA)
Abstract
一種支撐柱機構包含一固定桿、一定位件、一支撐桿,及一固化性填充物。該固定桿用以插設固定於地面,且頂面凹設有一沿其長度方向往下延伸的容室。該定位件安裝定位於該容室,而將該容室分隔為分別位於其上方與下方的一上區間及一下區間。該支撐桿可相對該固定桿側向偏擺地插置於該上區間內,且底端是往下抵靠於該定位件,而頂端是位於該固定桿外。該固化性填充物填充固化於該上區間而包覆固定該支撐桿。藉由該支撐桿是可相對該固定桿側向偏擺的設計,能便於調整該支撐柱機構的架設角度。A support column mechanism includes a fixing rod, a positioning member, a support rod, and a curable filler. The fixing rod is inserted and fixed to the ground, and the top surface is recessed with a chamber extending downward along the length thereof. The positioning member is mounted and positioned in the chamber, and the chamber is divided into an upper interval and a lower interval respectively above and below. The support rod is laterally slanted into the upper section relative to the fixed rod, and the bottom end is abutted against the positioning member, and the top end is located outside the fixed rod. The curable filler is filled and cured in the upper section to cover and fix the support rod. The support rod is designed to be laterally yawed relative to the fixed rod, so that the erection angle of the support column mechanism can be easily adjusted.
Description
本新型是有關於一種支撐柱機構,特別是指一種適用於構築支架結構的支撐柱機構。The present invention relates to a support column mechanism, and more particularly to a support column mechanism suitable for constructing a support structure.
習知適用於構築支架結構的一支撐柱機構包含一用以插設固定於地面的固定桿、一固設於該固定桿頂端的連接座,及一固接於該連接座頂面且往上延伸的支撐桿。A supporting column mechanism suitable for constructing a bracket structure includes a fixing rod for inserting and fixing to the ground, a connecting seat fixed to the top end of the fixing rod, and a fixing to the top surface of the connecting seat and upwardly Extended support bar.
該支撐桿通常是以其底端焊接固定於該連接座頂面,因此,包括像是該支撐桿底端呈斜切狀等製程上的瑕疵,而導致焊上去後該支撐桿歪斜,或者人為疏失將該支撐桿焊歪,都會造成該支撐柱機構呈現傾斜的狀態,而導致支架結構中的其它桿件要安裝架設時難以配合。甚至若是該固定桿插設時就插歪,整個拔除重新插設是個大工程不說,在同一插設點反覆施作,還容易造成該處土體鬆動,影響往後該支撐柱機構乃至於整體支架結構的穩定性。The support rod is usually welded and fixed to the top surface of the connecting seat by the bottom end thereof, and thus includes a crucible on the process such as the bottom end of the support rod, which causes the support rod to be skewed after welding, or artificially If the support rod is welded, the support column mechanism will be tilted, and it will be difficult to match the other rods in the bracket structure when it is installed and erected. Even if the fixed rod is inserted, it is a big project, and it is easy to cause the soil to loosen at the same insertion point, which will affect the support column mechanism and even the future. The stability of the overall support structure.
此外,一般會因應不同的使用環境,而選擇所需規格的桿件來作為該支撐桿與該固定桿,因此,為使各種不同外徑與截面的桿件都可互相上下搭配設置,該支撐桿機構設計了該連接座在該支撐桿與該固定桿間進行銜接,但要用焊接的方式將該支撐桿固定於該連接座,該連接座必須為金屬材質,成本不低,而焊接工程亦是一筆花費,這些都是成本上的負擔。In addition, the rods of the required specifications are generally selected as the support rods and the fixing rods according to different use environments. Therefore, in order to allow various rods of different outer diameters and cross sections to be arranged up and down, the support is provided. The rod mechanism is designed to engage the connecting rod between the supporting rod and the fixing rod, but the supporting rod is fixed to the connecting seat by welding, the connecting seat must be made of metal material, the cost is not low, and the welding works It is also a cost, and these are the burden of cost.
因此,本新型之目的,即在提供一種方便調整架設角度且成本較低的支撐柱機構。Therefore, the purpose of the present invention is to provide a support column mechanism that is convenient for adjusting the erection angle and having a lower cost.
於是,本新型支撐柱機構包含一固定桿、一定位件、一支撐桿,及一固化性填充物。該固定桿用以插設固定於地面,且頂面凹設有一沿其長度方向往下延伸的容室。該定位件安裝定位於該容室,而將該容室分隔為分別位於其上方與下方的一上區間及一下區間。該支撐桿可相對該固定桿側向偏擺地插置於該上區間內,且底端是往下抵靠於該定位件,而頂端是位於該固定桿外。該固化性填充物填充固化於該上區間而包覆固定該支撐桿。Thus, the novel support column mechanism comprises a fixing rod, a positioning member, a supporting rod, and a curable filler. The fixing rod is inserted and fixed to the ground, and the top surface is recessed with a chamber extending downward along the length thereof. The positioning member is mounted and positioned in the chamber, and the chamber is divided into an upper interval and a lower interval respectively above and below. The support rod is laterally slanted into the upper section relative to the fixed rod, and the bottom end is abutted against the positioning member, and the top end is located outside the fixed rod. The curable filler is filled and cured in the upper section to cover and fix the support rod.
本新型之功效在於:藉由該支撐桿是可相對該固定桿側向偏擺的設計,只要調整好該支撐桿的偏擺角度,隨即填充入該固化性填充物加以固定,便可使該支撐柱機構呈現所需的架設角度,同時,架設過程中無須進行焊接,該支撐桿與該固定桿間也不用額外設置銜接構件,能有效降低成本。The utility model has the following advantages: the support rod is designed to be laterally yawed relative to the fixed rod, and the yaw angle of the support rod is adjusted, and then the curable filler is filled and fixed. The supporting column mechanism presents the required erection angle. At the same time, no welding is required during the erection process, and there is no need to additionally provide a connecting member between the supporting rod and the fixing rod, which can effectively reduce the cost.
參閱圖1、圖2與圖3,本新型支撐柱機構的一實施例,適用於多個一組地間隔插設於地面,而能用以與其它桿件相互配合來架設一支架結構,例如但不限於一太陽能板支架。該支撐柱機構包含一固定桿1、一定位件2、一支撐桿3,及一固化性填充物4。Referring to FIG. 1 , FIG. 2 and FIG. 3 , an embodiment of the novel support column mechanism is applicable to a plurality of sets of spacers that are interposed on the ground, and can be used to cooperate with other bars to erect a support structure, for example, But not limited to a solar panel bracket. The support column mechanism includes a fixing rod 1, a positioning member 2, a support rod 3, and a curable filler 4.
該固定桿1底端部呈外徑往下逐漸徑縮的錐狀,而便於往下插入地面,且該固定桿1頂面凹設有一沿其長度方向往下延伸的容室11。The bottom end portion of the fixing rod 1 has a tapered shape in which the outer diameter gradually decreases, and is easily inserted into the ground downward, and the top surface of the fixing rod 1 is recessed with a chamber 11 extending downward along the longitudinal direction thereof.
該定位件2可被擠壓形變且塞裝定位於該容室11,而將該容室11分為上下間隔且互不相通的一上區間111及一下區間112。在本實施例中,該定位件2為一沙包,但實施時,在本新型的另一實施態樣中,該定位件2也可以是石袋,且不以上述兩種物質為限,此外,該容室11被該定位件2所區隔成的該上區間111及該下區間112不以互不相通為必要。The positioning member 2 can be pressed and deformed and plugged and positioned in the chamber 11, and the chamber 11 is divided into an upper section 111 and a lower section 112 which are spaced apart from each other and are not in communication with each other. In this embodiment, the positioning member 2 is a sandbag, but in implementation, in another embodiment of the present invention, the positioning member 2 can also be a stone bag, and is not limited to the above two substances, The upper section 111 and the lower section 112 in which the chamber 11 is partitioned by the positioning member 2 are not necessarily incompatible with each other.
該支撐桿3是往下插置於該上區間111,而以其底端抵靠限位於該定位件2上,並往上延伸穿出該固定桿1頂端外。該支撐桿3的外徑小於該固定桿1的內徑,使該支撐桿3能以其抵靠限位於該定位件2上的底端為支點,相對該固定桿1側向偏擺。在本實施例中,該支撐桿3為一C型鋼樑,但實施時,該支撐桿3類型不以C型鋼樑為限,可為其它桿件。The support rod 3 is inserted into the upper section 111 downwardly, and is positioned on the positioning member 2 with its bottom end abutting, and extends upwardly beyond the top end of the fixing rod 1. The outer diameter of the support rod 3 is smaller than the inner diameter of the fixed rod 1, so that the support rod 3 can be yawed laterally with respect to the fixed rod 1 with its bottom end located on the positioning member 2 as a fulcrum. In this embodiment, the support rod 3 is a C-shaped steel beam, but in implementation, the type of the support rod 3 is not limited to the C-shaped steel beam, and may be other rods.
該固化性填充物4填充於該上區間111內,而包覆於該支撐桿3位於該上區間111的區段外,並於固化定型後將該支撐桿3固定於該固定桿1內,使該支撐桿3無法再相對該固定桿1側向偏擺。在本實施例中,該固化性填充物4為水泥,但實施時,在本新型的另一實施態樣中,該固化性填充物4也可以是樹脂,且不以上述兩種物質為限。The curable filler 4 is filled in the upper section 111, and the support rod 3 is disposed outside the section of the upper section 111, and the support rod 3 is fixed in the fixing rod 1 after curing and setting. The support rod 3 can no longer be laterally deflected relative to the fixed rod 1. In the present embodiment, the curable filler 4 is cement, but in practice, in another embodiment of the present invention, the curable filler 4 may also be a resin, and is not limited to the above two substances. .
本新型支撐柱機構架設使用時,首先,以該固定桿1的錐狀底端部朝下,就著這個方向將該固定桿1部分打入地下,使該固定桿1立設於地面。接著,將該定位件2由該固定桿1上方往下擠塞入該固定桿1的容室11,使該定位件2定位於該容室11內的預定高度位置。這裡所指的預定高度位置,是由預先決定好的該支撐柱機構頂端所欲達到的高度,去扣掉該支撐桿3的長度,得出該支撐桿3需距離地面的距離後,用該固定桿1露出地面的長度減掉該距離,而計算出該支撐桿3必須插入該固定桿1內的深度,以此為該定位件2的預定高度位置。When the novel support column mechanism is erected, first, the tapered bottom end portion of the fixing rod 1 faces downward, and the fixing rod 1 is partially driven into the ground in this direction, so that the fixing rod 1 is erected on the ground. Then, the positioning member 2 is pushed down from the upper side of the fixing rod 1 into the chamber 11 of the fixing rod 1, so that the positioning member 2 is positioned at a predetermined height position in the chamber 11. The predetermined height position referred to herein is the height to be reached by the tip of the support column mechanism determined in advance, and the length of the support rod 3 is buckled, and the distance between the support rod 3 and the ground is obtained. The length of the fixed rod 1 exposed to the ground is subtracted from the distance, and the depth at which the support rod 3 has to be inserted into the fixed rod 1 is calculated as the predetermined height position of the positioning member 2.
然後,將該支撐桿3往下插入該容室11的上區間111,直到該支撐桿3底端抵靠於該定位件2上,再使該支撐桿3以其底端為支點,相對該固定桿1側向偏擺至鉛直狀態。最後,將該固化性填充物4灌入該上區間111內,而包覆於該支撐桿3位於該上區間111的區段外,待該固化性填充物4固化定型後,便可使該支撐桿3被固定在鉛直狀態。Then, the support rod 3 is inserted downward into the upper section 111 of the chamber 11 until the bottom end of the support rod 3 abuts against the positioning member 2, and the support rod 3 is supported by the bottom end thereof. The fixed rod 1 is laterally biased to a vertical state. Finally, the curable filler 4 is poured into the upper section 111, and the support rod 3 is disposed outside the section of the upper section 111. After the curable filler 4 is solidified and shaped, the The support rod 3 is fixed in a vertical state.
參閱圖4,當該固定桿1不慎插歪,而使該固定桿1的中心軸線L1呈非鉛直時,在一定歪斜程度內,不需大費周章拔起重新插設,只要藉由調整該支撐桿3的偏擺角度,使該支撐桿3的中心軸線L2呈鉛直後,灌入該固化性填充物4加以固定,則該支撐柱機構頂端區段仍是鉛直狀態,不受該固定桿1歪斜而影響。同樣地,即使該支撐桿3底端呈斜切狀,亦可藉由該支撐桿3可相對該固定桿1側向偏擺的設計,調整該支撐桿3至鉛直,並以該固化性填充物4加以固定,就能使該支撐柱機構頂端區段呈現鉛直狀態。Referring to FIG. 4, when the fixing rod 1 is inadvertently inserted, and the center axis L1 of the fixing rod 1 is not vertical, within a certain degree of skew, it is not necessary to pull up and re-insert, as long as by adjusting The yaw angle of the support rod 3 is such that the central axis L2 of the support rod 3 is vertical and then filled into the curable filler 4 to be fixed, and the top end section of the support column mechanism is still in a vertical state, and is not fixed. The rod 1 is skewed and affected. Similarly, even if the bottom end of the support rod 3 is chamfered, the support rod 3 can be adjusted to be laterally slanted relative to the fixed rod 1 by the support rod 3, and the support rod 3 can be adjusted to be vertical and filled with the curability. The object 4 is fixed so that the top end section of the support column mechanism is in a vertical state.
在本實施例中,該支撐柱機構是以鉛直為架設角度,但實施時,在本新型的另一實施態樣中,該支撐柱機構的架設角度不以鉛直為限,而是可隨著使用環境來評估架設角度,再以調整該支撐柱3相對於該固定桿1的偏擺角度的方式,使該支撐柱機構頂端區段達到所需求的架設角度。In this embodiment, the support column mechanism is vertically erected, but in implementation, in another embodiment of the present invention, the erection angle of the support column mechanism is not limited to vertical, but may be followed The environment is used to evaluate the erection angle, and the apex angle of the support column 3 relative to the fixed rod 1 is adjusted to achieve the required erection angle of the top end section of the support column mechanism.
綜上所述,藉由該支撐桿3是可相對該固定桿1側向偏擺的設計,只要調整好該支撐桿3的偏擺角度,隨即填充入該固化性填充物4加以固定,便可使該支撐柱機構的頂端區段呈現所需的架設角度,即使該支撐桿3底端為斜切,或者該固定桿1傾斜,也不需要整個拔除重新施作,調整上十分方便;另一方面,該支撐桿3與該固定桿1間,是以該定位件2沙包及該固化性填充物4水泥來彼此連結固定,這樣的設計比起以焊接的方式或搭配其它銜接用的金屬元件,成本都要來得低,故確實能達成本新型之目的。In summary, the support rod 3 is designed to be laterally yawed relative to the fixed rod 1, and the yaw angle of the support rod 3 is adjusted, and then the curable filler 4 is filled and fixed. The top end section of the support column mechanism can be brought to a desired installation angle, even if the bottom end of the support rod 3 is chamfered, or the fixed rod 1 is inclined, the entire extraction is not required to be re-applied, and the adjustment is very convenient; On the one hand, between the support rod 3 and the fixing rod 1, the fixing member 2 sandbag and the curable filler 4 cement are connected and fixed to each other, and the design is compared with welding or other metal for connection. The components, the cost must come low, so it can achieve the purpose of this new type.
惟以上所述者,僅為本新型之實施例而已,當不能以此限定本新型實施之範圍,凡是依本新型申請專利範圍及專利說明書內容所作之簡單的等效變化與修飾,皆仍屬本新型專利涵蓋之範圍內。However, the above is only the embodiment of the present invention, and when it is not possible to limit the scope of the present invention, all the simple equivalent changes and modifications according to the scope of the patent application and the contents of the patent specification are still This new patent covers the scope.
1‧‧‧固定桿
11‧‧‧容室
111‧‧‧上區間
112‧‧‧下區間
2‧‧‧定位件
3‧‧‧支撐桿
4‧‧‧固化性填充物1‧‧‧Fixed rod
11‧‧ ‧ room
111‧‧‧ Upper interval
112‧‧‧ lower interval
2‧‧‧ Positioning parts
3‧‧‧Support rod
4‧‧‧Cure filler
本新型之其他的特徵及功效,將於參照圖式的實施方式中清楚地呈現,其中: 圖1是一立體圖,說明本新型支撐柱機構的一實施例; 圖2是該實施例的一立體分解圖; 圖3是一部分剖視圖,說明該實施例的使用情形;及 圖4是一類似於圖3的部分剖視圖,說明該實施例的一固定桿斜插時的使用情形。Other features and advantages of the present invention will be apparent from the embodiments of the drawings, wherein: Figure 1 is a perspective view illustrating an embodiment of the novel support column mechanism; Figure 2 is a perspective view of the embodiment 3 is a partial cross-sectional view illustrating the use of the embodiment; and FIG. 4 is a partial cross-sectional view similar to FIG. 3, illustrating a use case of a fixed rod oblique insertion of the embodiment.
Claims (8)
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
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TW107206771U TWM566736U (en) | 2018-05-23 | 2018-05-23 | Support column mechanism |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
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TW107206771U TWM566736U (en) | 2018-05-23 | 2018-05-23 | Support column mechanism |
Publications (1)
Publication Number | Publication Date |
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TWM566736U true TWM566736U (en) | 2018-09-11 |
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ID=64399216
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Application Number | Title | Priority Date | Filing Date |
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TW107206771U TWM566736U (en) | 2018-05-23 | 2018-05-23 | Support column mechanism |
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Country | Link |
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2018
- 2018-05-23 TW TW107206771U patent/TWM566736U/en not_active IP Right Cessation
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