TWI674349B - Positioning apparatus and method for installing a pre-casting column structure on a column - Google Patents

Positioning apparatus and method for installing a pre-casting column structure on a column Download PDF

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Publication number
TWI674349B
TWI674349B TW107133292A TW107133292A TWI674349B TW I674349 B TWI674349 B TW I674349B TW 107133292 A TW107133292 A TW 107133292A TW 107133292 A TW107133292 A TW 107133292A TW I674349 B TWI674349 B TW I674349B
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Taiwan
Prior art keywords
pillar
screw
post
fixing member
adjustment mechanism
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TW107133292A
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Chinese (zh)
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TW202012761A (en
Inventor
尹衍樑
Samuel Yin
王瑞禎
Jui-Chen Wang
徐坤榮
Kun-Jung Shu
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潤弘精密工程事業股份有限公司
Ruentex Engineering & Construction Co., Ltd.
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Priority to TW107133292A priority Critical patent/TWI674349B/en
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Publication of TWI674349B publication Critical patent/TWI674349B/en
Publication of TW202012761A publication Critical patent/TW202012761A/en

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Abstract

本發明提供一種預鑄柱結構安裝至一柱體上之定位裝置及定位方法,定位裝置包括一水平調整機構及一推抵件。水平調整機構包括一定位件,其以可拆卸的方式固定於柱體。推抵件以可拆卸的方式穿設於定位件中並經構形以受驅動後朝向並推抵預鑄柱結構之第一柱面。The invention provides a positioning device and a positioning method for mounting a post structure on a column. The positioning device includes a level adjustment mechanism and a pushing member. The level adjustment mechanism includes a positioning member which is detachably fixed to the post. The pushing member is detachably inserted into the positioning member and is configured to be driven to face and push against the first cylindrical surface of the post structure after being driven.

Description

用於將一預鑄柱結構安裝至一柱體上之定位裝置及定位方法Positioning device and positioning method for mounting a post structure on a post

本發明係有關於一種定位裝置及定位方法,特別是關於一種用於將一預鑄柱結構安裝至一柱體上之定位裝置及定位方法。 The invention relates to a positioning device and a positioning method, in particular to a positioning device and a positioning method for mounting a post structure on a post.

以合理的成本快速建構精密高品質的大型建築,長久以來是建築產業所追尋的目標。在眾多的施工方法中,預鑄工法因具有結構品質優異、施工安全迅速、營建成本經濟合理等優點,已成功應用於各種營造工程建設中。預鑄工法係於預鑄廠或工地周邊,以標準化的作業流程及模組化的模具,製作鋼筋結構並澆置混凝土,快速大量生產精密的柱體、梁體、板體等的預鑄構件。藉由精確的搬運管理及組裝作業,將在預鑄廠內或工地周邊生產完成之預鑄構件於工地現場組合。藉此,工地現場中的工作量可以降至最低、減少人力及施工時間,進而有效縮短工期,並確保施工品質。此外,預鑄施工法亦可減少或避免在外牆鷹架上施工,大幅提高了施工安全性。 The rapid construction of high-precision large-scale buildings at a reasonable cost has long been a goal pursued by the construction industry. Among the many construction methods, the masonry method has been successfully applied to various construction projects because of its advantages such as excellent structural quality, rapid and safe construction, and economical and reasonable construction costs. The masonry method is based on the masonry factory or the construction site. With standardized operating procedures and modular molds, the reinforced structure is made and the concrete is poured, and rapid mass production of precise concrete members such as columns, beams, and plates . Through accurate handling management and assembly operations, the concrete components produced in the concrete factory or around the construction site will be assembled at the construction site. In this way, the workload on the construction site can be minimized, manpower and construction time are reduced, thereby effectively shortening the construction period and ensuring construction quality. In addition, the concrete construction method can also reduce or avoid construction on the scaffolding of the external wall, which greatly improves the construction safety.

習知預鑄工法係以逐層方式向上建構結構體,因此在施工速度方面仍受到侷限,如果預鑄結構體可以以多層的方式進行將可大幅縮短工時。此種多層預鑄施工方式需將多層之預鑄柱置放並固定至設置於地 面上的柱體上。由於多層預鑄柱的長度較長,兩者接合時不易精準對齊連接,並易生預鑄柱體歪斜的問題。為此,如何在製造多層預鑄結構體的同時可以克服上述問題是業界所企盼的。 The conventional masonry method system constructs the structure in a layer-by-layer manner, so the construction speed is still limited. If the masonry structure can be carried out in multiple layers, the man-hour can be greatly reduced. This multi-layer concrete construction method requires placing and fixing the multi-layer concrete pillars on the ground. On a cylinder on the face. Due to the long length of the multi-layered pillars, it is not easy to precisely align and connect the two when they are joined, and it is easy to cause the skewed pillars. For this reason, how to overcome the above problems while manufacturing a multi-layered concrete structure is what the industry is looking forward to.

緣是,為達上述目的,本發明一實施例提供一種定位裝置,用於將一預鑄柱結構安裝至一柱體上,其包括一水平調整機構及一推抵件。水平調整機構包括一定位件以及一推抵件,定位件以可拆卸的方式固定於柱體,而推抵件以可拆卸的方式穿設於定位件中並經構形以受驅動後可朝向並推抵預鑄柱結構之一第一柱面以水平些微移動預鑄柱結構,進而調整預鑄柱結構在柱體上的水平位置。 The reason is that, in order to achieve the above object, an embodiment of the present invention provides a positioning device for mounting a post structure on a post, which includes a level adjustment mechanism and a pushing member. The level adjustment mechanism includes a positioning member and a pushing member. The positioning member is detachably fixed to the post body, and the pushing member is detachably inserted in the positioning member and configured to be driven after being shaped. And push the first column surface of the pillar structure to move the pillar structure slightly, and then adjust the horizontal position of the pillar structure on the pillar.

於另一實施例中,上述定位裝置更包括一第一固定件、一第二固定件及一傾斜調整機構。第一固定件以可拆卸的方式固定於預鑄柱結構之一第一柱面上。第二固定件以可拆卸的方式固定於柱體之一第二柱面上。傾斜調整機構之兩端分別連接第一固定件以及第二固定件,傾斜調整機構經構形以調整預鑄柱結構相對於柱體之傾斜角度。於一實施例中,傾斜調整機構包括一第一螺桿、一第二螺桿及一驅動件。第一螺桿之一端固定於第一固定件。第二螺桿之一端固定於第二固定件。驅動件之兩端分別套設於第一螺桿以及第二螺桿。其中,驅動件經構形帶動第一螺桿以及第二螺桿相對地線性移動,以調整預鑄柱結構相對於柱體之傾斜角度。於一實施例中,驅動件具有一多邊型外表結構,且驅動件內部具有一螺紋,其分別與第一螺桿以及第二螺桿嚙合。於一實施例中,第一固定件包括一第一抵靠板以及一第一延伸板。第一抵靠板貼附於第一柱面上,第一延伸板連接於第一抵靠板之一端,且自第一柱面向外延伸。其中第二固定件包 括一第二抵靠板以及一第二延伸板,第二抵靠板貼附於第二柱面上,第二延伸板連接於第二抵靠板之一端,且自柱體之第二柱面向外延伸。於一實施例中,第一固定件更包括第一螺帽,設置於第一延伸板中,並與第一螺桿之另一端相嚙合,且第二固定件更包括第二螺帽,設置於第二延伸板中,並與第二螺桿之另一端相嚙合。於一實施例中,水平調整機構更包括一抵壓件,以可拆卸的方式設置於推抵件以及預鑄柱結構之第一柱面之間。於一實施例中,傾斜調整機構係以樞設的方式固定於第一固定件及第二固定件上。於一實施例中,傾斜調整機構係以樞設的方式固定於第一固定件及第二固定件上。於一實施例中,其中傾斜調整機構包括一第一螺桿,其一端樞設於第一固定件;一第二螺桿,其一端樞設於第二固定件;及一驅動件,其兩端分別套設於第一螺桿以及第二螺桿,其中驅動件經構形帶動第一螺桿以及第二螺桿相對地移動,以調整預鑄柱結構相對於柱體之傾斜角度。於一實施例中,定位件更包括一底座、一板件及一卡勾。板件固定於底座上且具有一穿孔,供推抵件穿設。卡勾自底座之一端水平延伸,且以可拆卸的方式卡合於柱體之一頂面上之一鋼筋之自由端。於一實施例中,板件之穿孔中設有螺紋,且推抵件外部設有螺紋,其中當推抵件穿設於穿孔中時,穿孔中的螺紋與推抵件的螺紋嚙合。於一實施例中,定位裝置更包括複數個傾斜支撐件,其一端樞設於第一柱面上,其另一端樞設於一地面上。 In another embodiment, the positioning device further includes a first fixing member, a second fixing member, and a tilt adjusting mechanism. The first fixing member is detachably fixed on a first cylindrical surface of the stern pillar structure. The second fixing member is detachably fixed to a second cylindrical surface of the cylindrical body. The two ends of the tilt adjusting mechanism are respectively connected to the first fixing member and the second fixing member. The tilt adjusting mechanism is configured to adjust the tilt angle of the stilt structure relative to the column. In one embodiment, the tilt adjustment mechanism includes a first screw, a second screw and a driving member. One end of the first screw is fixed to the first fixing member. One end of the second screw is fixed to the second fixing member. The two ends of the driving member are respectively sleeved on the first screw and the second screw. Wherein, the driving member drives the first screw and the second screw to relatively linearly move through the configuration, so as to adjust the inclination angle of the column structure relative to the column. In an embodiment, the driving member has a polygonal appearance structure, and the driving member has a thread inside which is engaged with the first screw and the second screw, respectively. In one embodiment, the first fixing member includes a first abutting plate and a first extending plate. The first abutting plate is attached to the first pillar surface, and the first extension plate is connected to one end of the first abutting plate and extends outward from the first pillar surface. Wherein the second fixture package It includes a second abutment plate and a second extension plate. The second abutment plate is attached to the second cylindrical surface. The second extension plate is connected to one end of the second abutment plate and is from the second pillar of the cylinder. Extend outward. In an embodiment, the first fixing member further includes a first nut, which is disposed in the first extension plate, and is engaged with the other end of the first screw, and the second fixing member further includes a second nut, which is disposed on The second extension plate is engaged with the other end of the second screw. In an embodiment, the level adjustment mechanism further includes a pressing member, which is detachably disposed between the pressing member and the first cylindrical surface of the stern pillar structure. In one embodiment, the tilt adjustment mechanism is fixed on the first fixing member and the second fixing member in a pivoting manner. In one embodiment, the tilt adjustment mechanism is fixed on the first fixing member and the second fixing member in a pivoting manner. In one embodiment, the tilt adjusting mechanism includes a first screw, one end of which is pivotally connected to the first fixing member; a second screw, one end of which is pivotally connected to the second fixing member; and a driving member, whose two ends are respectively It is sleeved on the first screw and the second screw, wherein the driving member drives the first screw and the second screw to move relatively according to the configuration, so as to adjust the inclination angle of the column structure relative to the column. In one embodiment, the positioning member further includes a base, a plate, and a hook. The plate is fixed on the base and has a perforation for the pushing member to pass through. The hook extends horizontally from one end of the base and is detachably engaged with a free end of a steel bar on a top surface of the pillar. In one embodiment, a thread is provided in the perforation of the plate, and a thread is provided on the outside of the pushing member, wherein when the pushing member passes through the hole, the thread in the hole is engaged with the screw of the pushing member. In one embodiment, the positioning device further includes a plurality of inclined support members, one end of which is pivotally disposed on the first cylindrical surface, and the other end of which is pivotally disposed on a ground.

本發明之一實施例揭露一種定位方法,用以將一預鑄柱結構安裝至一柱體上,其包括以下步驟:分別提供如前述之定位裝置於預鑄柱結構以及柱體的四個面上;驅動水平調整機構,以使水平調整機構朝向預鑄柱結構推抵,進而使預鑄柱結構相對於柱體水平移動使得預鑄柱結構 與柱體的側面對齊;拆卸水平調整機構;驅動傾斜調整機構,以調整預鑄柱結構相對於柱體之傾斜角度使得預鑄柱結構與柱體在垂直方向上對齊;以水泥砂漿填充預鑄柱結構與柱體之間的空隙;以及拆卸傾斜調整機構。 An embodiment of the present invention discloses a positioning method for mounting a pillar structure on a pillar, which includes the following steps: providing the positioning device as described above on the pillar structure and the four sides of the pillar, respectively. Up; driving the level adjustment mechanism so that the level adjustment mechanism is pushed toward the stern pillar structure, so that the stern pillar structure moves horizontally relative to the column so that the stern pillar structure Align with the side of the pillar; remove the level adjustment mechanism; drive the tilt adjustment mechanism to adjust the tilt angle of the pillar structure relative to the pillar so that the pillar structure is aligned with the pillar in the vertical direction; fill the concrete with cement mortar The gap between the column structure and the column body; and the disassembly of the tilt adjustment mechanism.

1‧‧‧定位裝置 1‧‧‧ positioning device

6‧‧‧預鑄柱結構 6‧‧‧ post structure

8‧‧‧柱體 8‧‧‧ cylinder

9‧‧‧水泥砂漿 9‧‧‧ cement mortar

10‧‧‧第一固定件 10‧‧‧First Fixing

12‧‧‧第一抵靠板 12‧‧‧ the first abutment board

13‧‧‧第一樞轉座 13‧‧‧The first pivot seat

14‧‧‧第一延伸板 14‧‧‧The first extension board

15‧‧‧第一開槽 15‧‧‧The first slot

16‧‧‧第一螺帽 16‧‧‧First nut

17‧‧‧墊片 17‧‧‧ Gasket

18‧‧‧第一側板 18‧‧‧ the first side plate

19‧‧‧第一轉軸 19‧‧‧ the first shaft

20‧‧‧第二固定件 20‧‧‧Second Fixing

22‧‧‧第二抵靠板 22‧‧‧Second abutment plate

23‧‧‧第二樞轉座 23‧‧‧Second pivot seat

24‧‧‧第二延伸板 24‧‧‧Second Extension Board

25‧‧‧第二開槽 25‧‧‧Second slot

26‧‧‧第二螺帽 26‧‧‧Second nut

27‧‧‧墊片 27‧‧‧ Gasket

28‧‧‧第二側板 28‧‧‧Second side plate

29‧‧‧第二轉軸 29‧‧‧ second shaft

30‧‧‧傾斜調整機構 30‧‧‧Tilt adjustment mechanism

32‧‧‧第一螺桿 32‧‧‧first screw

33‧‧‧第一樞接頭 33‧‧‧First pivot joint

34‧‧‧第二螺桿 34‧‧‧Second screw

35‧‧‧第二樞接頭 35‧‧‧Second pivot joint

36‧‧‧驅動件 36‧‧‧Driver

40‧‧‧水平調整機構 40‧‧‧ Level Adjustment Agency

42‧‧‧定位件 42‧‧‧ Positioning piece

44‧‧‧抵壓件 44‧‧‧Pressure piece

46‧‧‧底座 46‧‧‧base

47‧‧‧第三延伸版 47‧‧‧ Third Extended Edition

48‧‧‧板件 48‧‧‧ plates

49‧‧‧卡勾 49‧‧‧ card hook

50‧‧‧推抵件 50‧‧‧Pushing

52‧‧‧螺紋 52‧‧‧Thread

62‧‧‧第一柱面 62‧‧‧first cylinder

64‧‧‧預留管道 64‧‧‧Reserved pipeline

66‧‧‧第三柱面 66‧‧‧ third cylinder

67‧‧‧長槽 67‧‧‧long slot

68‧‧‧底面 68‧‧‧ underside

70‧‧‧傾斜支撐件 70‧‧‧Tilt support

71‧‧‧頂座 71‧‧‧Top Block

72‧‧‧底座 72‧‧‧ base

80‧‧‧第二柱面 80‧‧‧ second cylinder

82‧‧‧頂面 82‧‧‧Top

84‧‧‧鋼筋 84‧‧‧ Rebar

86‧‧‧第四柱面 86‧‧‧ Fourth cylinder

90‧‧‧模板 90‧‧‧Template

482‧‧‧穿孔 482‧‧‧perforation

G‧‧‧空隙 G‧‧‧Gap

V‧‧‧垂直方向 V‧‧‧ vertical

圖1係為根據本發明一實施例之一用於將一預鑄柱結構安裝至一柱體上之定位裝置的分解示意圖;圖2A係為運用圖1之用於將預鑄柱結構安裝至柱體上之定位裝置的示意圖之一;圖2B係為圖2A之定位裝置的局部放大示意圖;圖3係為運用圖1之用於將預鑄柱結構安裝至柱體上之定位裝置的示意圖之二;圖4係為運用圖1之用於將預鑄柱結構安裝至柱體上之定位裝置的示意圖之三;圖5係為運用圖1之用於將預鑄柱結構安裝至柱體上之定位裝置的示意圖之四;圖6係為運用圖1之用於將預鑄柱結構安裝至柱體上之定位裝置的示意圖之五;圖7係為根據本發明另一實施例之一用於將一預鑄柱結構安裝至一柱體上之定位裝置的分解示意圖;圖8A係為運用圖7之用於將預鑄柱結構安裝至柱體上之定位裝置的示意圖之一;圖8B係為圖8A之定位裝置的局部放大示意圖; 圖9係為運用圖7之用於將預鑄柱結構安裝至柱體上之定位裝置的示意圖之二;圖10係為運用圖7之用於將預鑄柱結構安裝至柱體上之定位裝置的示意圖之三;圖11係為運用圖7之用於將預鑄柱結構安裝至柱體上之定位裝置的示意圖之四;圖12係為運用圖7之用於將預鑄柱結構安裝至柱體上之定位裝置的示意圖之五;及圖13係為運用圖7之用於將預鑄柱結構安裝至柱體上之定位裝置安裝完成之預鑄柱結構及柱體上的立體示意圖。 FIG. 1 is an exploded view of a positioning device for mounting a pillar structure on a pillar according to an embodiment of the present invention; FIG. 2A is a diagram for mounting the pillar structure to FIG. 1 using FIG. 1. One of the schematic diagrams of the positioning device on the pillar; Figure 2B is a partially enlarged schematic diagram of the positioning device of Figure 2A; Figure 3 is a schematic diagram of the positioning device used to install the stern pillar structure on the pillar using Figure 1 2; FIG. 4 is the third schematic diagram of the positioning device for mounting the stern post structure on the column using FIG. 1; FIG. 5 is the third using the positioning device of FIG. 1 for mounting the stern post structure to the column The fourth schematic diagram of the positioning device on the top; FIG. 6 is the fifth schematic diagram of the positioning device for mounting the stern post structure on the column using FIG. 1; and FIG. 7 is one of the other embodiments of the present invention An exploded view of a positioning device for mounting a post structure on a column; FIG. 8A is one of the schematic diagrams of the positioning device for installing a post structure on a column using FIG. 7; FIG. 8B is a partially enlarged schematic diagram of the positioning device of FIG. 8A; FIG. 9 is the second schematic diagram of the positioning device for mounting the stern post structure on the column using FIG. 7; FIG. 10 is the positioning for the stern post structure being mounted on the column using FIG. 7 The third schematic diagram of the device; FIG. 11 is the fourth schematic diagram of the positioning device for installing the stern post structure on the column using FIG. 7; and the 12 is the schematic diagram of the stern post structure using FIG. 7 Part 5 of the schematic diagram of the positioning device on the column; and FIG. 13 is a perspective view of the column structure and the column on the column using the positioning device for installing the column structure on the column using FIG. 7 .

為更清楚了解本創作之特徵、內容與優點及其所能達成之功效,茲將本創作配合附圖,並以實施例之表達形式詳細說明如下,而其中所使用之圖式,其主旨僅為示意及輔助說明書之用,故不應就所附之圖式的比例與配置關係解讀、侷限本創作的申請專利範圍。 In order to better understand the characteristics, content and advantages of this creation and the effect that it can achieve, we will combine this creation with the accompanying drawings and explain it in the form of examples in detail below. The main purpose of the drawings used is only For the purpose of illustrating and assisting the description, the scale and configuration of the attached drawings should not be interpreted, and the scope of patent application for this creation should not be limited.

請參考圖1,其為根據本發明一實施例之一用於將一預鑄柱結構6安裝至一柱體8上之定位裝置1的分解示意圖。在本實施例中,柱體8可為另一預鑄柱結構6或一現場澆置完成之混凝土柱體,而預鑄柱結構6係搭設於此柱體8之頂面82上,以形成至少一樓層之柱體結構。更詳細來說,柱體8更具有多條預留鋼筋84,自柱體8之頂面82向上延伸,而預鑄柱結構6底面68具有多個長槽67(僅繪示一個長槽67示意),當預鑄柱結構6設置於柱體8上時,鋼筋84可以插入於長槽67中,可實現預鑄柱結構6及柱體8之大致的連接和定位。另,其他實施例中,預鑄柱結構6亦可為一預 鑄梁柱結構,預鑄柱結構6即包括一體成型之預鑄柱以及複數個預鑄梁。此預鑄梁柱結構形式之預鑄柱結構6可作為多層樓之柱結構和局部之梁結構,例如高度為14至15公尺的三層樓梁柱。在施作時,將多個預鑄柱結構6同時豎立預先設置的多個柱體上,再連接其他相鄰的梁結構,以同時形成多個樓層結構,可加快於工地現場的施作速度,大幅提昇效率。 Please refer to FIG. 1, which is an exploded view of a positioning device 1 for mounting a post structure 6 on a post 8 according to an embodiment of the present invention. In this embodiment, the pillar 8 may be another pillar structure 6 or a concrete pillar which is cast on site, and the pillar structure 6 is laid on the top surface 82 of the pillar 8 to form Pillar structure for at least one floor. In more detail, the column 8 further has a plurality of reserved steel bars 84 extending upward from the top surface 82 of the column 8 and the bottom surface 68 of the column structure 6 has a plurality of long grooves 67 (only one long groove 67 is shown) (Schematic) When the pillar structure 6 is arranged on the pillar body 8, the reinforcing bar 84 can be inserted into the long groove 67 to realize the approximate connection and positioning of the pillar structure 6 and the pillar body 8. In addition, in other embodiments, the pillar structure 6 may be a preliminary structure. The cast-column structure, the post structure 6 includes an integrally formed post and a plurality of post beams. The pillar structure 6 in the form of a pillar structure can be used as a pillar structure of a multi-story building and a partial beam structure, for example, a three-story building beam and column with a height of 14 to 15 meters. During the construction, a plurality of pillar structures 6 are simultaneously erected on a plurality of pre-set columns at the same time, and then connected to other adjacent beam structures to form a plurality of floor structures at the same time, which can accelerate the application speed on the construction site. Greatly improve efficiency.

在本實施例中,定位裝置1包括一第一固定件10、一第二固定件20及一傾斜調整機構30。第一固定件10以可拆卸的方式固定於預鑄柱結構6之一第一柱面62上。第二固定件20以可拆卸的方式固定於柱體8之一第二柱面80上。傾斜調整機構30之兩端分別連接第一固定件10以及第二固定件20。傾斜調整機構30經構形以調整預鑄柱結構6相對於柱體8之垂直度(傾斜角度)。在本實施例中,預鑄柱結構6以及柱體8皆為四邊形之柱狀結構,即分別具有四個柱面。而各柱面上皆設有對應之第一固定件10、第二固定件20及傾斜調整機構30。然而,在其他實施例中,預鑄柱結構6以及柱體8可為圓柱體8,或具有其他數目之柱面的柱狀結構,例如三、五或六。且可根據實際需求,在所指定之柱面上設置定位裝置1。 In this embodiment, the positioning device 1 includes a first fixing member 10, a second fixing member 20, and a tilt adjusting mechanism 30. The first fixing member 10 is detachably fixed to a first cylindrical surface 62 of the post structure 6. The second fixing member 20 is detachably fixed to a second cylindrical surface 80 of the pillar 8. The two ends of the tilt adjustment mechanism 30 are respectively connected to the first fixing member 10 and the second fixing member 20. The tilt adjustment mechanism 30 is configured to adjust the verticality (tilt angle) of the stern pillar structure 6 relative to the pillar 8. In this embodiment, the pillar structure 6 and the pillar body 8 are both quadrangular pillar-shaped structures, that is, each has four cylindrical surfaces. A corresponding first fixing member 10, a second fixing member 20 and a tilt adjusting mechanism 30 are provided on each cylindrical surface. However, in other embodiments, the pillar structure 6 and the pillar 8 may be a cylinder 8 or a pillar structure having other numbers of cylindrical surfaces, such as three, five, or six. And according to actual needs, a positioning device 1 can be provided on the designated cylinder surface.

請同時參照圖2A及圖2B,其中圖2A為運用圖1之用於將預鑄柱結構6安裝至柱體8上之定位裝置1的示意圖之一,而圖2B為圖2A之定位裝置1的局部放大示意圖。當預鑄柱結構6暫時設置於柱體8上時,可先預留一空隙G。於一實施例中,傾斜調整機構30更包括一第一螺桿32、一第二螺桿34及一驅動件36。第一螺桿32之一端系固定於第一固定件10,而第二螺桿34之一端固定於第二固定件20。驅動件36之兩端分別套設於第一螺桿32以及第二螺桿34。其中,驅動件36經構形帶動第一螺桿32以及第二螺桿34相對地線性移動,調整傾斜調整機構30之總長,使第一固 定件10可相對於第二固定件20移動,即推動預鑄柱結構6,以調整預鑄柱結構6相對於柱體8之傾斜角度。於一實施例中,驅動件36具有一多邊型外表結構,且驅動件36內部具有一螺紋,其分別與第一螺桿32以及第二螺桿34之外螺紋嚙合。 Please refer to FIG. 2A and FIG. 2B at the same time, wherein FIG. 2A is one of the schematic diagrams of the positioning device 1 for mounting the post structure 6 on the pillar 8 using FIG. 1, and FIG. 2B is the positioning device 1 of FIG. 2A A partially enlarged schematic diagram. When the pillar structure 6 is temporarily disposed on the pillar 8, a gap G may be reserved first. In one embodiment, the tilt adjustment mechanism 30 further includes a first screw 32, a second screw 34 and a driving member 36. One end of the first screw 32 is fixed to the first fixing member 10, and one end of the second screw 34 is fixed to the second fixing member 20. The two ends of the driving member 36 are respectively sleeved on the first screw 32 and the second screw 34. Among them, the driving member 36 drives the first screw 32 and the second screw 34 to relatively linearly move through the configuration, and adjusts the total length of the tilt adjustment mechanism 30 to make the first fixed The fixing member 10 can move relative to the second fixing member 20, that is, push the pillar structure 6 to adjust the inclination angle of the pillar structure 6 relative to the pillar 8. In an embodiment, the driving member 36 has a polygonal appearance structure, and the driving member 36 has a thread inside, which is engaged with the external threads of the first screw 32 and the second screw 34, respectively.

於一實施例中,第一固定件10包括一第一抵靠板12以及一第一延伸板14。第一抵靠板12貼附於預鑄柱結構6之第一柱面62上,第一延伸板14連接於第一抵靠板12之一端,且自第一柱面62懸臂向外延伸。第二固定件20包括一第二抵靠板22以及一第二延伸板24,第二抵靠板22貼附於第二柱面80上,第二延伸板24連接於第二抵靠板22之一端,且自柱體8之第二柱面80懸臂向外延伸。在本實施例中,第一抵靠板12以及第二抵靠板22係藉由固定元件(例如螺絲)而分別固定於第一柱面62以及第二柱面80上,以使第一固定件10以及第二固定件20可固定於第一柱面62以及第二柱面80上。而傾斜調整機構30的第一螺桿32及第二螺桿34係可分別固定於第一延伸板14以及第二延伸板24上。在本實施例中,第一延伸板14具有一第一開槽15,第二延伸板24分別具有一第二開槽25。第一固定件10更包括第一螺帽16,設置於第一延伸板14中,並與第一螺桿32之另一端相嚙合。且第二固定件20更包括第二螺帽26,設置於第二延伸板24中,並與第二螺桿34之另一端相嚙合。詳言之,在本實施例中,第一螺桿32係先穿設於第一延伸板14之第一開槽15,再藉由第一螺帽16而鎖附於第一延伸板14。類似地,第二螺桿34係先穿設於第二延伸板24之第二開槽25,再藉由第二螺帽26而鎖附於第二延伸板24。 In one embodiment, the first fixing member 10 includes a first abutting plate 12 and a first extending plate 14. The first abutment plate 12 is attached to the first cylindrical surface 62 of the post structure 6. The first extension plate 14 is connected to one end of the first abutment plate 12 and cantilevered outwardly from the first cylindrical surface 62. The second fixing member 20 includes a second abutting plate 22 and a second extension plate 24. The second abutting plate 22 is attached to the second cylindrical surface 80, and the second extension plate 24 is connected to the second abutting plate 22. One end, and cantilever extends outward from the second cylindrical surface 80 of the cylinder 8. In this embodiment, the first abutting plate 12 and the second abutting plate 22 are respectively fixed on the first cylindrical surface 62 and the second cylindrical surface 80 by fixing elements (such as screws), so that the first fixing The component 10 and the second fixing component 20 can be fixed on the first cylindrical surface 62 and the second cylindrical surface 80. The first screw 32 and the second screw 34 of the tilt adjustment mechanism 30 can be fixed on the first extension plate 14 and the second extension plate 24, respectively. In this embodiment, the first extension plate 14 has a first slot 15, and the second extension plate 24 has a second slot 25, respectively. The first fixing member 10 further includes a first nut 16 disposed in the first extension plate 14 and engaged with the other end of the first screw 32. The second fixing member 20 further includes a second nut 26 disposed in the second extension plate 24 and engaging with the other end of the second screw 34. Specifically, in this embodiment, the first screw 32 is first penetrated through the first slot 15 of the first extension plate 14, and then is locked to the first extension plate 14 by the first nut 16. Similarly, the second screw 34 is first penetrated through the second slot 25 of the second extension plate 24, and then locked to the second extension plate 24 by the second nut 26.

另外,在本實施例中,第一固定件10以及第二固定件20更可分別包含墊片17、27,分別夾設於第一螺帽16及第一延伸板14之間與第二螺帽26及第二延伸板24之間。墊片17、27之設置係用以增加第一螺帽16及第二螺帽26與第一延伸板14及第一延伸板14之間的接觸面積,進 而加強其固定強度。 In addition, in this embodiment, the first fixing member 10 and the second fixing member 20 may further include gaskets 17 and 27 respectively, which are sandwiched between the first nut 16 and the first extension plate 14 and the second screw, respectively. Between the cap 26 and the second extension plate 24. The spacers 17 and 27 are provided to increase the contact area between the first nut 16 and the second nut 26 and the first extension plate 14 and the first extension plate 14. And strengthen its fixing strength.

再者,在本實施例中,第一固定件10更可包含二第一側板18,第二固定件20更可包含二第二側板28。第一側板18以及第二側板28分別位於第一抵靠板12及第二抵靠板22的兩側並向外延伸,且各第一側板18以及第二側板28的側邊連接於第一延伸板14及第二延伸板24。在本實施例中,第一側板18以及第二側板28的形狀為三角形,且其寬度自第一延伸板14及第二延伸板24朝向另一側漸縮。第一側板18以及第二側板28之設置係用以加強第一固定件10以及第二固定件20的結構強度。 Furthermore, in this embodiment, the first fixing member 10 may further include two first side plates 18, and the second fixing member 20 may further include two second side plates 28. The first side plate 18 and the second side plate 28 are respectively located on two sides of the first abutment plate 12 and the second abutment plate 22 and extend outward, and the sides of each of the first side plate 18 and the second side plate 28 are connected to the first The extension plate 14 and the second extension plate 24. In this embodiment, the shapes of the first side plate 18 and the second side plate 28 are triangular, and their widths gradually decrease from the first extension plate 14 and the second extension plate 24 toward the other side. The first side plate 18 and the second side plate 28 are provided to strengthen the structural strength of the first fixing member 10 and the second fixing member 20.

請參閱圖2B。根據本發明之一實施例中,定位裝置1更包括一水平調整機構40及一推抵件50。且水平調整機構40之一部分可插設於預鑄柱結構6及柱體8之間的空隙G內。水平調整機構40包括一定位件42。定位件42以可拆卸的方式固定於柱體8之上方。而推抵件50以可拆卸的方式穿設於定位件42中並經構形以受驅動後可朝向並推抵預鑄柱結構6之第一柱面62,以微調預鑄柱結構6沿推抵件50運動方向之水平位置。 See Figure 2B. According to an embodiment of the present invention, the positioning device 1 further includes a level adjustment mechanism 40 and a pushing member 50. A part of the horizontal adjustment mechanism 40 can be inserted into the gap G between the pillar structure 6 and the pillar 8. The level adjustment mechanism 40 includes a positioning member 42. The positioning member 42 is detachably fixed above the pillar 8. The pushing member 50 is detachably inserted into the positioning member 42 and is configured to be driven and pushed toward the first cylindrical surface 62 of the pillar structure 6 after being driven to fine-tune the pillar structure 6 along The horizontal position of the pushing member 50 in the moving direction.

定位件42更包括一底座46、一板件48及一卡勾49。板件48固定於底座46上且具有一穿孔482,供推抵件50穿設。卡勾49自底座46之一端水平延伸,且以可拆卸的方式卡合於柱體8之頂面82上突伸之鋼筋84之自由端。如此,可使定位件42以可拆卸的方式固定於柱體8上方。於一實施例中,板件48之穿孔482中設有螺紋,且推抵件50外部設有螺紋52。操作者可施扭力於推抵件50,以使推抵件50旋轉,以直接朝向預鑄柱結構6推動。其中,當推抵件50穿設於穿孔482中時,穿孔482中的螺紋與推抵件50的螺紋52嚙合。於一實施例中,水平調整機構40更包括一抵壓件 44,以可拆卸的方式設置於推抵件50以及預鑄柱結構6之第一柱面62之間。在本實施例中,定位件42更包括二個第三延伸版47,分別連接於底座46以及板件48的相對兩側。第三延伸版47的形狀為三角形且用以增加定位件42之結構強度。 The positioning member 42 further includes a base 46, a plate 48, and a hook 49. The plate 48 is fixed on the base 46 and has a perforation 482 for the pushing member 50 to pass through. The hook 49 extends horizontally from one end of the base 46 and is detachably engaged with the free end of the protruding steel bar 84 on the top surface 82 of the pillar 8. In this way, the positioning member 42 can be detachably fixed above the pillar 8. In one embodiment, a thread is provided in the through hole 482 of the plate 48, and a thread 52 is provided outside the pushing member 50. The operator can apply a torque to the pushing member 50 to rotate the pushing member 50 to push directly toward the stern post structure 6. Wherein, when the pushing member 50 is disposed in the through hole 482, the thread in the through hole 482 is engaged with the thread 52 of the pushing member 50. In an embodiment, the level adjustment mechanism 40 further includes a pressing member. 44 is detachably disposed between the pushing member 50 and the first cylindrical surface 62 of the stern pillar structure 6. In this embodiment, the positioning member 42 further includes two third extension plates 47, which are respectively connected to the base 46 and the opposite sides of the plate 48. The third extended version 47 has a triangular shape and is used to increase the structural strength of the positioning member 42.

在使用本發明所提供之傾斜調整機構30以及水平調整機構40調整預鑄柱結構6之水平和傾斜角度時,在確認所調整之角度是否正確時,可使用中華民國專利公告I456166號之標定器及靶件及其量測方法。詳言之,標定器包含可調整射出的光沿鉛直方向行進的光源。靶件具有相背向的正面與反面,於正面標示有標靶。將標定器設置靠近柱體8的下面,將靶件設置靠近預鑄柱結構6的上面。當光源沿鉛直方向射出的光射於標靶中心時,預鑄柱結構6係鉛直立於建設面。 When using the tilt adjustment mechanism 30 and the horizontal adjustment mechanism 40 provided by the present invention to adjust the level and tilt angle of the pillar structure 6, when confirming whether the adjusted angle is correct, a calibration instrument of the Republic of China Patent Publication No. I456166 may be used. And target and its measuring method. In detail, the calibrator includes a light source that can adjust the emitted light to travel in a vertical direction. The target has opposite front and back sides, and a target is marked on the front. The calibrator is placed near the lower surface of the pillar 8, and the target is placed near the upper surface of the post structure 6. When the light emitted by the light source in the vertical direction hits the center of the target, the 6 series lead of the stern pillar structure stands upright on the construction surface.

以下介紹本發明之一實施例揭露一種定位方法,其使用圖1之定位裝置1,以將預鑄柱結構6安裝至柱體8上。請參照圖1和圖2B,首先,將預鑄柱結構6安裝至柱體8上,同時透過預留管道64與鋼筋暫時性的接合,以預留一空隙G於預鑄柱結構6及柱體8之間。接著,分別將如前述之定位裝置1之傾斜調整機構30提供於預鑄柱結構6以及柱體8的各四個面(例如圖2B所示之預鑄柱結構6之第一柱面62以及第三柱面66及柱體8之第二柱面80以及第三柱面86)上。此時,傾斜調整機構30之相對兩端分別連接於第一固定件10以及第二固定件20上,且水平調整機構40之定位件42之卡勾49係卡合於於柱體8之鋼筋84之自由端。 An embodiment of the present invention is described below to disclose a positioning method, which uses the positioning device 1 of FIG. 1 to mount the post structure 6 to the post 8. Please refer to FIG. 1 and FIG. 2B. First, install the pillar structure 6 on the pillar body 8 and temporarily join the steel bar through the reserved pipe 64 to reserve a gap G between the pillar structure 6 and the pillar. Body 8 between. Next, the inclination adjustment mechanism 30 of the positioning device 1 is provided on each of the four surfaces of the pillar structure 6 and the pillar 8 (for example, the first cylinder surface 62 of the pillar structure 6 shown in FIG. 2B and The third cylindrical surface 66 and the second cylindrical surface 80 and the third cylindrical surface 86) of the cylinder 8. At this time, the opposite ends of the tilt adjustment mechanism 30 are respectively connected to the first fixing member 10 and the second fixing member 20, and the hooks 49 of the positioning member 42 of the horizontal adjustment mechanism 40 are engaged with the steel bars of the column 8. The free end of 84.

請參照圖3,其為運用圖1之用於將預鑄柱結構6安裝至柱體8上之定位裝置1的示意圖之二。接著,驅動水平調整機構40,以使水平調整機構40朝向並推抵預鑄柱結構6,進而使預鑄柱結構6相對於柱體8些 微水平移動使得預鑄柱結構6與柱體8的側面對齊。在本實施例中,操作者施一扭力於調整推抵件50,使推抵件50朝向第一柱面62運動,進而推動預鑄柱結構6移動,以使預鑄柱結構6與柱體8的相對外表面對齊。在本實施例中,第一柱面62上設有二個水平調整機構40,可同時或依序運用此二水平調整機構40調整預鑄柱結構6之水平位置。再者,當藉由二個水平調整機構40調整完第一柱面62之水平位置時,可二個水平調整機構40移至預鑄柱結構6之其他側面(例如預鑄柱結構6之第三柱面66),操作者可依照實際預鑄柱相對於柱體8之位置依序移動水平調整機構40之設置位置並使用此複數個水平調整機構40調整,以調整預鑄柱結構6與柱體8的水平方向之位置。 Please refer to FIG. 3, which is the second schematic diagram of the positioning device 1 for mounting the post structure 6 on the post 8 in FIG. 1. Next, the horizontal adjustment mechanism 40 is driven so that the horizontal adjustment mechanism 40 faces and pushes against the stern post structure 6, so that the stern post structure 6 is relatively relative to the post 8. The micro-horizontal movement aligns the stern pillar structure 6 with the side of the pillar 8. In this embodiment, the operator applies a torsion force to adjust the pushing member 50 to move the pushing member 50 toward the first cylindrical surface 62, and then pushes the stern post structure 6 to move the stern post structure 6 and the column body. The opposite outer surfaces of 8 are aligned. In this embodiment, two horizontal adjustment mechanisms 40 are provided on the first cylindrical surface 62, and the two horizontal adjustment mechanisms 40 can be used simultaneously or sequentially to adjust the horizontal position of the columnar structure 6. Furthermore, when the horizontal position of the first cylindrical surface 62 is adjusted by the two horizontal adjustment mechanisms 40, the two horizontal adjustment mechanisms 40 can be moved to other sides of the pillar structure 6 (for example, the second pillar structure 6). Three-cylinder surface 66), the operator can sequentially move the setting position of the horizontal adjustment mechanism 40 according to the actual position of the pillar with respect to the cylinder 8 and use this plurality of level adjustment mechanisms 40 to adjust to adjust the pillar structure 6 and The horizontal position of the cylinder 8.

請參照圖4,其係為運用圖1之用於將預鑄柱結構6安裝至柱體8上之定位裝置1的示意圖之三。操作者拆卸水平調整機構40,然後再驅動傾斜調整機構30,以調整預鑄柱結構6相對於柱體8之傾斜角度使得預鑄柱結構6與柱體8在垂直方向上對齊。在本實施例中,操作者施以一扭力於驅動件36,使驅動件36旋轉,進而帶動第一螺桿32及第二螺桿34移動。由於第一螺桿32係抵押於第一固定件10之第一延伸板14上,當第一螺桿32移動時,可推抵第一延伸板14並調整其傾斜度,進而使預鑄柱結構6對齊於柱體8。此外,可於預鑄柱結構6以及柱體8之四面設置傾斜調整機構30,使用者可依照實際預鑄柱結構6相對於柱體8之位置依序使用此複數個傾斜調整機構30進行調整。 Please refer to FIG. 4, which is the third schematic diagram of the positioning device 1 for mounting the post structure 6 on the post 8 in FIG. 1. The operator disassembles the horizontal adjustment mechanism 40 and then drives the tilt adjustment mechanism 30 to adjust the inclination angle of the pillar structure 6 with respect to the pillar 8 so that the pillar structure 6 and the pillar 8 are vertically aligned. In this embodiment, the operator applies a torque to the driving member 36 to rotate the driving member 36, thereby driving the first screw 32 and the second screw 34 to move. Since the first screw 32 is secured on the first extension plate 14 of the first fixing member 10, when the first screw 32 moves, it can push against the first extension plate 14 and adjust its inclination, so as to make the post structure 6 Align to post 8. In addition, tilt adjustment mechanisms 30 can be provided on the four sides of the pillar structure 6 and the pillar 8. The user can sequentially use the plurality of tilt adjustment mechanisms 30 to adjust according to the actual position of the pillar structure 6 relative to the pillar 8. .

於上述運用傾斜調整機構30以及水平調整機構40以進行調整時,可同步運用前述標定器及靶件及其量測方法進行量測,以得知預鑄柱結構6是否對齊於相對於柱體8。 When the tilt adjustment mechanism 30 and the level adjustment mechanism 40 are used for adjustment, the aforementioned calibrator and target and the measurement method can be used for measurement to know whether the pillar structure 6 is aligned with respect to the cylinder. 8.

此外,驅動傾斜調整機構30以及驅動水平調整機構40之步驟順序可依據實際需求改變。舉例來說,於前述實施例中,可先驅動水平調整機構40,完成後拆卸水平調整機構40,而後再驅動傾斜調整機構30。於一實施例中,可先驅動傾斜調整機構30,而後再裝設並驅動水平調整機構40,接著完成調整後拆卸水平調整機構40。或是,可先裝設傾斜調整機構30以及水平調整機構40,驅動傾斜調整機構30,而後再驅動水平調整機構40,並於對齊後再拆卸水平調整機構40。於另一實施例中,亦可同時驅動水平調整機構40以及傾斜調整機構30。 In addition, the order of the steps of driving the tilt adjustment mechanism 30 and the driving level adjustment mechanism 40 can be changed according to actual needs. For example, in the foregoing embodiment, the level adjustment mechanism 40 may be driven first, the level adjustment mechanism 40 may be removed after completion, and then the tilt adjustment mechanism 30 may be driven. In one embodiment, the tilt adjustment mechanism 30 can be driven first, and then the horizontal adjustment mechanism 40 can be installed and driven, and then the horizontal adjustment mechanism 40 can be removed after the adjustment is completed. Alternatively, the tilt adjustment mechanism 30 and the horizontal adjustment mechanism 40 may be installed first to drive the tilt adjustment mechanism 30, and then drive the horizontal adjustment mechanism 40, and then detach the horizontal adjustment mechanism 40 after being aligned. In another embodiment, the horizontal adjustment mechanism 40 and the tilt adjustment mechanism 30 may be driven simultaneously.

請參照圖5,其係為運用圖1之用於將預鑄柱結構6安裝至柱體8上之定位裝置1的示意圖之四。在此步驟中,操作者裝設模板90於圖2A所示之預鑄柱結構6與柱體8的四面之間以封閉空隙G,接著再以水泥砂漿9填充預鑄柱結構6與柱體8之間的空隙G。詳細來說,複數個預留管道64預先提供於預鑄柱結構6中,其中每一複數個預留管道64之一端設置於預鑄柱結構6的一側面(例如第一柱面62)中,其另一端設置於預鑄柱結構6的一底面68(如圖1所示)。接著自預留管道64於預鑄柱結構6的側面(例如第一柱面62)中的端以壓力注入水泥砂漿9至預鑄柱結構6與柱體8之間的空隙。如此,藉由水泥砂漿9凝固於預鑄柱結構6與柱體8之間的空隙,可有效固定預鑄柱結構6於柱體8上。 Please refer to FIG. 5, which is the fourth schematic diagram of the positioning device 1 for mounting the stern post structure 6 on the post 8 in FIG. 1. In this step, the operator sets up a template 90 between the pillar structure 6 and the four sides of the pillar 8 shown in FIG. 2A to close the gap G, and then fills the pillar structure 6 and the pillar with cement mortar 9 The gap G between 8. In detail, a plurality of reserved pipes 64 are provided in the pillar structure 6 in advance, and one end of each of the plurality of reserved pipes 64 is provided in a side surface (for example, the first pillar surface 62) of the pillar structure 6. The other end is disposed on a bottom surface 68 of the pillar structure 6 (as shown in FIG. 1). Then, the cement mortar 9 is injected into the gap between the pillar structure 6 and the pillar 8 with pressure from the end of the reserved pipe 64 on the side of the pillar structure 6 (for example, the first pillar surface 62). In this way, the cement mortar 9 is solidified in the gap between the pillar structure 6 and the pillar 8, so that the pillar structure 6 can be effectively fixed on the pillar 8.

請參照圖6,其係為運用圖1之用於將預鑄柱結構6安裝至柱體8上之定位裝置1的示意圖之五拆卸傾斜調整機構30。當水泥砂漿9凝固於預鑄柱結構6與柱體8之間的空隙後,可拆卸圖5之模板90。如此,即完成設置預鑄柱結構6設置於柱體8上之步驟。此外,亦可拆卸第一固定件10、第二固定件20以及傾斜調整機構30,而得以重複利用。 Please refer to FIG. 6, which is the fifth disassembly of the tilt adjustment mechanism 30 using the positioning device 1 of FIG. 1 for mounting the post structure 6 on the post 8. After the cement mortar 9 is solidified in the space between the pillar structure 6 and the pillar 8, the template 90 of FIG. 5 can be removed. In this way, the step of setting the pillar structure 6 on the pillar 8 is completed. In addition, the first fixing member 10, the second fixing member 20, and the tilt adjusting mechanism 30 can be disassembled and reused.

以下介紹另一實施例之定位裝置1,請參照圖7、圖8A及圖8B,圖7係為根據本發明另一實施例之一用於將一預鑄柱結構6安裝至一柱體8上之定位裝置1的分解示意圖,圖8A係為運用圖7之用於將預鑄柱結構6安裝至柱體8上之定位裝置1的示意圖之一,圖8B係為圖8A之定位裝置1的局部放大示意圖。本實施例與前述實施例之定位位置結構類似。然,其差別在於傾斜調整機構30係以樞設的方式固定於第一固定件10及第二固定件20上。詳細來說,第一螺桿32具有一第一樞接頭33,第二螺桿34具有第二樞接頭35,第一固定件10具有一第一樞轉座13,而第二固定件20具有一第二樞轉座23。第一樞接頭33以及第二樞接頭35藉由一第一轉軸19以及一第二轉軸29固定樞設於第一樞轉座13以及第二樞轉座23上。第一轉軸19及第二轉軸29之軸線係實質上垂直於預鑄柱結構6之延伸方向。是以,當施以一外力旋轉驅動件36時,驅動件36帶動第一螺桿32移動,由於第一螺桿32係樞設於第一固定件10,第一螺桿32係可樞轉以帶動預鑄柱結構6些微旋轉,進而使預鑄柱結構6對齊於柱體8上。 The following describes the positioning device 1 of another embodiment. Please refer to FIG. 7, FIG. 8A and FIG. 8B. FIG. 7 is a diagram for mounting a post structure 6 to a post 8 according to another embodiment of the present invention. FIG. 8A is one of the schematic diagrams of the positioning device 1 for mounting the post structure 6 on the pillar 8 using FIG. 7, and FIG. 8B is the positioning device 1 of FIG. 8A A partially enlarged schematic diagram. This embodiment is similar to the positioning position structure of the previous embodiment. However, the difference lies in that the tilt adjustment mechanism 30 is pivotally fixed to the first fixing member 10 and the second fixing member 20. In detail, the first screw 32 has a first pivot joint 33, the second screw 34 has a second pivot joint 35, the first fixing member 10 has a first pivot base 13, and the second fixing member 20 has a first二 pivoting seat 23. The first pivot joint 33 and the second pivot joint 35 are fixedly pivoted on the first pivot base 13 and the second pivot base 23 through a first pivot shaft 19 and a second pivot shaft 29. The axes of the first rotating shaft 19 and the second rotating shaft 29 are substantially perpendicular to the extending direction of the pillar structure 6. Therefore, when an external force is applied to rotate the driving member 36, the driving member 36 drives the first screw 32 to move. Since the first screw 32 is pivoted to the first fixing member 10, the first screw 32 is pivotable to drive the The cast column structure 6 is slightly rotated, so that the stilt column structure 6 is aligned on the column body 8.

以下介紹本發明之一實施例揭露一種定位方法,其使用圖7之定位裝置1,以將預鑄柱結構6安裝至柱體8上。請參照圖7、圖8A和圖8B。首先,分別提供定位裝置1於預鑄柱結構6以及柱體8的四個面上。接著,請參照圖9,其係為運用圖7之用於將預鑄柱結構6安裝至柱體8上之定位裝置1的示意圖之二。驅動水平調整機構40,以使水平調整機構40之推抵件50朝向預鑄柱結構6推抵,進而使預鑄柱結構6相對於柱體8水平移動使得預鑄柱結構6與該柱體8的側面對齊。請參照圖10,其係為運用圖7之用於將預鑄柱結構6安裝至柱體8上之定位裝置1的示意圖之三。拆卸水平調整機構40,並驅動傾斜調整機構30,以調整預鑄柱結構6相對於柱體 8之傾斜角度使得預鑄柱結構6與柱體8在垂直方向上對齊。請參照圖11,其係為運用圖7之用於將預鑄柱結構6安裝至柱體8上之定位裝置1的示意圖之四。操作者裝設模板90於結構6與柱體8之間的空隙,然後,再以水泥砂漿9填充預鑄柱結構6與柱體8之間的空隙。請參照圖12以及圖13,圖12為運用圖7之用於將預鑄柱結構6安裝至柱體8上之定位裝置1的示意圖之五,圖13為運用圖7之用於將預鑄柱結構6安裝至柱體8上之定位裝置1安裝完成後之預鑄柱結構6及柱體8上的立體示意圖。當水泥砂漿9凝固後,即可拆卸模板90。如此,即完成安裝預鑄柱結構6至柱體8上之步驟。之後,亦可拆卸該傾斜調整機構30,以供未來重複使用。 An embodiment of the present invention is described below to disclose a positioning method, which uses the positioning device 1 of FIG. 7 to mount the pillar structure 6 to the pillar 8. Please refer to FIGS. 7, 8A and 8B. First, the positioning devices 1 are provided on the four faces of the pillar structure 6 and the pillar 8 respectively. Next, please refer to FIG. 9, which is the second schematic diagram of the positioning device 1 for mounting the stern post structure 6 on the post 8 using FIG. 7. The level adjustment mechanism 40 is driven so that the pushing member 50 of the level adjustment mechanism 40 pushes toward the stern post structure 6, so that the stern post structure 6 moves horizontally relative to the post 8 so that the stern post structure 6 and the post 8's sides are aligned. Please refer to FIG. 10, which is the third schematic diagram of the positioning device 1 for mounting the stern post structure 6 on the post 8 in FIG. 7. Remove the level adjustment mechanism 40 and drive the tilt adjustment mechanism 30 to adjust the post structure 6 relative to the column The inclination angle of 8 makes the post structure 6 and the post 8 align in the vertical direction. Please refer to FIG. 11, which is the fourth schematic diagram of the positioning device 1 for mounting the stern post structure 6 on the post 8 in FIG. 7. The operator installs the formwork 90 in the space between the structure 6 and the pillar 8, and then fills the space between the concrete pillar structure 6 and the pillar 8 with cement mortar 9. Please refer to FIG. 12 and FIG. 13. FIG. 12 is a fifth schematic diagram of the positioning device 1 for mounting the stern post structure 6 on the post 8 using FIG. 7. The three-dimensional schematic diagram of the post structure 6 and the post 8 after the pillar structure 6 is mounted to the positioning device 1 on the post 8. When the cement mortar 9 is solidified, the formwork 90 can be removed. In this way, the steps of installing the post structure 6 to the post 8 are completed. After that, the tilt adjustment mechanism 30 can also be disassembled for future reuse.

請繼續參照圖13。在完成安裝預鑄柱結構6後,可再設置複數個傾斜支撐件70於第一柱面62、第三柱面66以及其他預鑄柱結構6的柱面上,以在拆卸傾斜調整機構30及水平調整機構40後,提升預鑄柱結構6的固定性。例如,當設置四傾斜支撐件70於預鑄柱結構6之四面上時,可有效在工程製造時,預鑄柱結構6得以接收三軸向之作用力以避免預鑄柱結構6產生位移。詳言之,在本實施例中,定位裝置10更包括一頂座71以及一底座72,頂座71固定於第一柱面62上並位於第一固定件10上方,底座72設置於地面上。傾斜支撐件70之一端係樞設於第一固定件10上方之頂座71,而傾斜支撐件70之相對另一端可樞設於地面上之底座72。如此,傾斜支撐件70的設置得以提升預鑄柱結構6安裝的穩定性。 Please continue to refer to FIG. 13. After the installation of the pillar structure 6, a plurality of inclined support members 70 may be further provided on the first cylinder surface 62, the third cylinder surface 66, and other cylinder surfaces of the pillar structure 6 to remove the tilt adjustment mechanism 30. After the level adjustment mechanism 40 is fixed, the fixation of the pillar structure 6 is improved. For example, when the four inclined support members 70 are provided on the four sides of the pillar structure 6, it is effective in engineering manufacture that the pillar structure 6 can receive the triaxial force to avoid displacement of the pillar structure 6. In detail, in this embodiment, the positioning device 10 further includes a top base 71 and a base 72. The top base 71 is fixed on the first cylindrical surface 62 and above the first fixing member 10, and the base 72 is disposed on the ground. . One end of the inclined support member 70 is pivoted on the top base 71 above the first fixing member 10, and the other end of the inclined support member 70 can be pivoted on the base 72 on the ground. In this way, the installation of the inclined support 70 can improve the installation stability of the pillar structure 6.

當完成各梁柱的組裝後,由於梁柱間的結構已固定,即可拆卸各傾斜支撐件7,再進行其他組裝工程。 After the assembly of each beam and column is completed, since the structure between the beams and columns is fixed, the inclined support members 7 can be disassembled, and then other assembly works can be performed.

綜合上述,根據本發明所揭露之用於安裝預鑄柱結構至柱體上之定位裝置及其方法,其利用至少一水平調整機構以直接朝向預鑄柱 結構之柱面推抵,可簡單有效水平地移動預鑄柱結構相對於柱體之水平位置。再者,利用至少一傾斜調整機構,亦可簡單有效地調整預鑄柱結構相對於柱體之傾斜角度,以使預鑄柱結構對齊於柱體。其中,當傾斜調整機構之驅動件旋轉時,可帶動第一螺桿直線或樞轉移動,進而推抵以旋轉預鑄柱結構,進而使預鑄柱結構及柱體之柱面彼此對齊。是以,本發明所揭露之定位裝置之結構簡單,且操作容易,可快速正確地將預鑄柱結構安裝於柱體上,進而達到有效降低成本以及提昇製造效率之功效。 To sum up, according to the positioning device and method for mounting a pillar structure on a pillar disclosed in the present invention, at least one level adjustment mechanism is used to directly face the pillar. By pushing the cylindrical surface of the structure, the horizontal position of the column structure relative to the column can be moved simply and effectively horizontally. Furthermore, by using at least one tilt adjustment mechanism, the tilt angle of the stilt column structure relative to the column can be adjusted simply and effectively, so that the stilt column structure is aligned with the column. Wherein, when the driving member of the tilt adjustment mechanism rotates, the first screw can be driven to move linearly or pivotally, and then pushed to rotate the column structure, thereby aligning the column structure and the cylindrical surface of the column with each other. Therefore, the positioning device disclosed in the present invention has a simple structure and easy operation, and can quickly and correctly install the post structure on the post, thereby achieving the effect of effectively reducing costs and improving manufacturing efficiency.

本文中的用語「一」或「一種」係用以敘述本創作之元件及成分。此術語僅為了敘述方便及給予本創作之基本觀念。此敘述應被理解為包括一種或至少一種,且除非明顯地另有所指,表示單數時亦包括複數。於申請專利範圍中和「包含」一詞一起使用時,該用語「一」可意謂一個或超過一個。此外,本文中的用語「或」其意同「及/或」。 The terms "a" or "an" in this article are used to describe the elements and components of this creation. This term is only for the convenience of narrative and the basic ideas given to this creation. This description should be understood to include one or at least one, and unless explicitly stated otherwise, the singular also includes the plural. When used with the term "comprising" in the scope of a patent application, the term "a" may mean one or more than one. In addition, the term "or" in this text means "and / or".

除非另外規定,否則諸如「上方」、「下方」、「向上」、「左邊」、「右邊」、「向下」、「本體」、「底座」、「垂直」、「水平」、「側」、「較高」、「下部」、「上部」、「上方」、「下面」等空間描述係關於圖中所展示之方向加以指示。應理解,本文中所使用之空間描述僅出於說明之目的,且本文中所描述之結構之實際實施可以任何相對方向在空間上配置,此限制條件不會改變本發明實施例之優點。舉例來說,在一些實施例之描述中,提供「在」另一元件「上」之一元件可涵蓋前一元件直接在後一元件上(例如,與後一元件實體接觸)的狀況以及一或複數個介入元件位於前一元件與後一元件之間的狀況。 Unless otherwise specified, such as "above", "below", "up", "left", "right", "down", "body", "pedestal", "vertical", "horizontal", "side" , "Higher", "lower", "upper", "upper", "lower" and other spatial descriptions indicate the directions shown in the figure. It should be understood that the spatial description used herein is for illustration purposes only, and the actual implementation of the structure described herein can be spatially configured in any relative direction, and this limitation does not change the advantages of the embodiments of the present invention. For example, in the description of some embodiments, providing one element "on" another element may cover the situation where the former element is directly on the latter element (e.g., in physical contact with the latter element) and a Or a condition where a plurality of intervening elements are located between a previous element and a subsequent element.

如本文中所使用,術語「大致」、「實質上」、「實質的」及「約」用以描述及考慮微小之變化。當與事件或情形結合使用時,該些術 語可意指事件或情形明確發生之情況以及事件或情形極近似於發生之情況。 As used herein, the terms "substantially", "substantially", "substantially" and "about" are used to describe and consider minor variations. These techniques, when used in conjunction with events or situations, Words can mean situations where an event or situation occurs explicitly and situations where the event or situation closely resembles.

以上所述之實施例僅係為說明本創作之技術思想及特點,其目的在使熟習此項技藝之人士能夠瞭解本創作之內容並據以實施,當不能以之限定本創作之專利範圍,依本創作所揭示之精神所作之均等變化或修飾,仍應涵蓋在本創作之專利範圍內。 The above-mentioned embodiments are only for explaining the technical ideas and characteristics of this creation. The purpose is to enable those who are familiar with this technique to understand the content of this creation and implement it accordingly. When the scope of the patent of this creation cannot be limited, Equal changes or modifications made in accordance with the spirit revealed in this work shall still be covered by the patent of this work.

Claims (13)

一種定位裝置,用於調整一預鑄柱結構於一柱體上之位置,其包括:一水平調整機構,包括:一定位件,以可拆卸的方式固定於該柱體,該定位件更包括:一底座;一板件,固定於該底座上且具有一穿孔;及一卡勾,自該底座之一端水平延伸,且以可拆卸的方式卡合於該柱體之一鋼筋之自由端;及一推抵件,以可拆卸的方式穿設於該定位件之該穿孔中,並經構形以受驅動後朝向並推抵該預鑄柱結構之一第一柱面,以調整該預鑄柱結構相對於該柱體之水平位置。 A positioning device is used for adjusting the position of a post structure on a post. The post includes a level adjustment mechanism including a positioning member detachably fixed to the post. The positioning member further includes: : A base; a plate fixed to the base with a perforation; and a hook that extends horizontally from one end of the base and is detachably engaged with a free end of a steel bar of the column; And a pushing member, which is detachably inserted in the perforation of the positioning member, and is configured to be driven and pushed to a first cylindrical surface of the post structure to be driven to adjust the preliminarily The horizontal position of the cast pillar structure relative to the pillar. 如請求項1之定位裝置,更包括:一第一固定件,以可拆卸的方式固定於該預鑄柱結構之該第一柱面上;一第二固定件,以可拆卸的方式固定於該柱體之一第二柱面上;以及一傾斜調整機構,其兩端分別連接該第一固定件以及該第二固定件,該傾斜調整機構經構形以調整其總長,使該第一固定件可相對於該第二固定件移動,進而該預鑄柱結構相對於該柱體之傾斜角度。 For example, the positioning device of claim 1 further includes: a first fixing member, which is detachably fixed to the first column surface of the post structure; a second fixing member, which is detachably fixed to A second cylindrical surface of the column; and an inclination adjusting mechanism, the two ends of which are respectively connected to the first fixing member and the second fixing member, and the inclination adjusting mechanism is configured to adjust its total length so that the first The fixing member is movable relative to the second fixing member, and the inclination angle of the stilt post structure relative to the post body is further improved. 如請求項2之定位裝置,其中該傾斜調整機構包括: 一第一螺桿,其一端固定於該第一固定件;一第二螺桿,其一端固定於該第二固定件;及一驅動件,其兩端分別套設於該第一螺桿以及該第二螺桿,其中該驅動件經構形帶動該第一螺桿以及該第二螺桿相對地線性移動,使該第一固定件可相對於該第二固定件移動,進而調整該預鑄柱結構相對於該柱體之傾斜角度。 The positioning device as claimed in claim 2, wherein the tilt adjustment mechanism includes: A first screw having one end fixed to the first fixing member; a second screw having one end fixed to the second fixing member; and a driving member having two ends respectively sleeved on the first screw and the second screw A screw, wherein the driving member drives the first screw and the second screw to linearly move relative to each other through the configuration, so that the first fixing member can move relative to the second fixing member, thereby adjusting the post structure relative to the Tilt angle of the cylinder. 如請求項3之定位裝置,其中該驅動件具有一多邊型外表結構,且該驅動件內部具有一螺紋,其分別與該第一螺桿以及該第二螺桿嚙合。 According to the positioning device of claim 3, wherein the driving member has a polygonal appearance structure, and the driving member has a thread inside, which is engaged with the first screw and the second screw, respectively. 如請求項3之定位裝置,其中該第一固定件包括一第一抵靠板以及一第一延伸板,該第一抵靠板貼附於該第一柱面上,該第一延伸板連接於該第一抵靠板之一端,且自該第一柱面向外延伸,及其中該第二固定件包括一第二抵靠板以及一第二延伸板,該第二抵靠板貼附於該第二柱面上,該第二延伸板連接於該第二抵靠板之一端,且自該柱體之該第二柱面向外延伸。 The positioning device of claim 3, wherein the first fixing member includes a first abutment plate and a first extension plate, the first abutment plate is attached to the first cylindrical surface, and the first extension plate is connected At one end of the first abutment plate and extending outward from the first pillar surface, and wherein the second fixing member includes a second abutment plate and a second extension plate, the second abutment plate is attached to On the second column surface, the second extension plate is connected to one end of the second abutment plate, and extends outward from the second column surface of the column body. 如請求項5之定位裝置,其中該第一固定件更包括一第一螺帽,設置於該第一延伸板中,並與該第一螺桿之另一端相嚙合,且該第二固定件更包括一第二螺帽,設置於該第二延伸板中,並與該第二螺桿之另一端相嚙合。 The positioning device as claimed in claim 5, wherein the first fixing member further includes a first nut, which is disposed in the first extension plate and is engaged with the other end of the first screw, and the second fixing member is more It includes a second screw cap, which is arranged in the second extension plate and engages with the other end of the second screw. 如請求項6之定位裝置,其中該水平調整機構更包括: 一抵壓件,以可拆卸的方式設置於該推抵件以及該預鑄柱結構之該第一柱面之間。 If the positioning device of claim 6, the level adjustment mechanism further includes: A pressing member is detachably disposed between the pushing member and the first cylindrical surface of the stilt structure. 如請求項2之定位裝置,其中該傾斜調整機構包括:一第一螺桿,其一端樞設於該第一固定件;一第二螺桿,其一端樞設於該第二固定件;及一驅動件,其兩端分別套設於該第一螺桿以及該第二螺桿,其中該驅動件經構形帶動該第一螺桿以及該第二螺桿相對地移動,以調整該預鑄柱結構相對於該柱體之傾斜角度。 The positioning device as claimed in claim 2, wherein the tilt adjustment mechanism includes: a first screw, one end of which is pivoted to the first fixing member; a second screw, one end of which is pivoted to the second fixing member; and a drive Two ends of which are respectively sleeved on the first screw and the second screw, wherein the driving member drives the first screw and the second screw to move relative to each other to adjust the stern post structure relative to the Tilt angle of the cylinder. 如請求項1之定位裝置,其中該板件之該穿孔中設有螺紋,且該推抵件外部設有螺紋,其中當該推抵件穿設於該穿孔中時,該穿孔中的螺紋與該推抵件的螺紋嚙合。 For example, the positioning device of claim 1, wherein a thread is provided in the perforation of the plate, and a thread is provided on the outside of the pushing member, and when the pushing member passes through the hole, the thread in the hole and The threads of the pushing member engage. 如請求項8之定位裝置,更包括:複數個傾斜支撐件,其一端樞設於該第一柱面上,其另一端樞設於一地面上。 The positioning device according to claim 8, further comprising: a plurality of inclined supports, one end of which is pivotally mounted on the first cylindrical surface, and the other end of which is pivotally mounted on a ground. 一種定位方法,用以將一預鑄柱結構安裝至一柱體上,該預鑄柱結構與該柱體之間具有一空隙,其包括:分別提供如請求項2至10任一之定位裝置於該預鑄柱結構以及該柱體的四個面上;驅動該水平調整機構,以使該水平調整機構朝向該預鑄柱結構推 抵,進而使該預鑄柱結構相對於該柱體水平移動使得該預鑄柱結構與該柱體的側面對齊;拆卸該水平調整機構;驅動該傾斜調整機構,以調整該預鑄柱結構相對於該柱體之傾斜角度使得該預鑄柱結構與該柱體在垂直方向上對齊;以水泥砂漿填充該預鑄柱結構與該柱體之間的該空隙;及拆卸該傾斜調整機構。 A positioning method for mounting a post structure on a post body with a gap between the post structure and the post body, comprising: providing a positioning device as in any one of claims 2 to 10 On the pillar structure and the four sides of the pillar body; driving the level adjustment mechanism to push the level adjustment mechanism toward the pillar structure Against, thereby horizontally moving the pillar structure relative to the pillar so that the pillar structure is aligned with the side of the pillar; disassembling the level adjustment mechanism; driving the tilt adjustment mechanism to adjust the pillar structure relative The tilt angle of the pillar makes the pillar structure aligned with the pillar in a vertical direction; fills the gap between the pillar structure and the pillar with cement mortar; and disassembles the tilt adjustment mechanism. 如請求項11之定位方法,其中該以水泥砂漿填充該該預鑄柱結構與該柱體之間的該空隙之步驟包括:提供複數個預留管道於在該預鑄柱結構中,其中每一該複數個預留管道之一端設置於該預鑄柱結構的一側面中,其另一端設置於該預鑄柱結構的一底面;以模板封住該預鑄柱結構與該柱體之間的該空隙的四周;以及自位該留管道於該預鑄柱結構的該側面中的該端以壓力注入水泥砂漿至該預鑄柱結構與該柱體之間的該空隙。 The positioning method as claimed in claim 11, wherein the step of filling the gap between the pillar structure and the pillar with cement mortar comprises: providing a plurality of reserved pipes in the pillar structure, wherein each One end of the plurality of reserved pipes is disposed on one side of the post structure, and the other end is disposed on a bottom surface of the post structure; a template is used to seal the space between the post structure and the post. Around the gap; and injecting cement mortar under pressure to the gap between the pillar structure and the pillar from the end of the retaining pipe on the side of the pillar structure. 如請求項11之定位方法,更包括:設置四個傾斜支撐件,其一端樞設於該四個面上,其另一端分別樞設於一地面上。 According to the positioning method of claim 11, the method further includes: providing four inclined support members, one end of which is pivotally mounted on the four faces, and the other end of which is pivotally mounted on a ground.
TW107133292A 2018-09-21 2018-09-21 Positioning apparatus and method for installing a pre-casting column structure on a column TWI674349B (en)

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TWM241448U (en) * 2003-07-23 2004-08-21 Runhorn Pretech Eng Co Ltd Joint iron used in precast wall panel
CN2663585Y (en) * 2003-10-31 2004-12-15 润弘精密工程事业股份有限公司 Ancillary shoring component for adjusting height of precast floorslab
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* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
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