TWI663378B - Reverse steel column vertical alignment device - Google Patents

Reverse steel column vertical alignment device Download PDF

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TWI663378B
TWI663378B TW107126192A TW107126192A TWI663378B TW I663378 B TWI663378 B TW I663378B TW 107126192 A TW107126192 A TW 107126192A TW 107126192 A TW107126192 A TW 107126192A TW I663378 B TWI663378 B TW I663378B
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steel column
reverse
base
module
alignment device
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TW107126192A
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TW202007936A (en
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鄭振廷
林慶雄
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鄭振廷
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Abstract

本發明之逆打鋼柱垂直校位裝置,基包括有:至少一乘載模組,以及至少一微調模組;各承載模組,係設有一平台,於平台上設有一供用以對逆打鋼柱提供垂直外力的千斤頂;各微調模組,係設有至少一供用以對逆打鋼柱提供水平外力的液壓缸;透過承載模組及微調模組之整合運作,有助於將逆打鋼柱調整至最佳的角度,不但能夠以相對更為積極、可靠之手段,維護逆打鋼柱吊放之吊放品質,更可藉以降低發生意外的風險。 The reverse-strength steel column vertical alignment device of the present invention comprises: at least one passenger module and at least one fine-tuning module; each carrying module is provided with a platform, and one platform is provided for counter-attacking The steel column provides a vertical external force jack; each fine-tuning module is provided with at least one hydraulic cylinder for providing horizontal external force to the reverse-strength steel column; through the integrated operation of the load bearing module and the fine-tuning module, it is helpful to counter-attack Adjusting the steel column to the best angle not only can maintain the hanging quality of the reverse steel column hoisting in a relatively more active and reliable way, but also reduce the risk of accidents.

Description

逆打鋼柱垂直校位裝置 Reverse steel column vertical alignment device

本發明係於建築工法有關,旨在提供一種能夠讓逆打鋼柱獲得有效支撐,以相對更為積極、可靠之手段,維護逆打鋼柱吊放品質的逆打鋼柱垂直校位裝置。 The invention is related to the construction method and aims to provide a reverse-strength steel column vertical alignment device capable of enabling the counter-strength steel column to obtain effective support and maintaining the quality of the reverse-strength steel column by means of a relatively more active and reliable means.

面對大面積、深開挖及地處都會區的施工環境下,地質條件與地下水位等處置方式與問題,開挖後的側向土壓不均勻且不穩定,基礎工事的施工所面臨的條件與環境因數相當的複雜且不可預測。 In the face of large-area, deep excavation and construction environments in the metropolitan area, geological conditions and groundwater level disposal methods and problems, the lateral soil pressure after excavation is uneven and unstable, and the construction of the foundation works is faced. Conditions and environmental factors are quite complex and unpredictable.

在國內外建築工法不斷的專研與精進下,逆打工法之相關專利技術已成為促使業界不斷精進努力的源動力,尤適用於都會區所設計採用的逆打建築工法或是地鐵捷運地下共構體等地下深開挖基礎工事。 Under the continuous special research and development of construction methods at home and abroad, the related patent technology of reverse construction method has become the source of power for the industry to continuously improve its efforts, especially for the reverse construction method used in the metropolitan area or underground subway MRT. Deep excavation of foundation works such as commissals.

在逆打工法領域中,關於逆打鋼柱吊放之垂直控制技術,攸關整個逆打工法工程成敗關鍵與後續施作品質,隨著基樁口徑的擴大及貫入深度的加深,而隨之植入的逆打鋼柱也跟著擴寬加長,等在非客觀環境下,其必須克服的技術問題在於如何觀測與調整置於深達數十公尺深之逆打鋼柱之柱體垂直度,並予以牢實定位。 In the field of reverse work method, the vertical control technology of the reverse steel column hoisting, the key to the success or failure of the entire reverse engineering method, and the subsequent application of the quality, with the expansion of the foundation pile diameter and the depth of penetration, The inverted steel column is also expanded and lengthened. In a non-objective environment, the technical problem that must be overcome is how to observe and adjust the verticality of the cylinder placed on the counter-stretched steel column deep to several tens of meters deep. And be firmly positioned.

因此,如何在逆打鋼柱吊放過程中,能夠讓逆打鋼柱獲得有效支撐,並且能夠穩固的旋轉或橫移,以相對更為積極、可靠之手段,維護逆打鋼柱吊放之垂直度,一直是產業界及學術界所亟欲解決之課題。 Therefore, how to make the counter-strength steel column obtain effective support during the reverse steel column hoisting process, and to stably rotate or traverse, to maintain the reverse-strength steel column hoisting in a relatively more active and reliable manner. Verticality has always been a topic that industry and academia want to solve.

本發明之主要目的,即在提供一種能夠讓逆打鋼柱獲得有效支撐,以相對更為積極、可靠之手段,維護逆打鋼柱吊放品質的逆打鋼柱垂直校位裝置。 The main object of the present invention is to provide a reverse-strength steel column vertical alignment device capable of providing an effective support for a reverse-strength steel column to maintain the quality of the reverse-strength steel column by means of a relatively more active and reliable means.

本發明之逆打鋼柱垂直校位裝置係供架設於一逆打鋼柱之周邊處;本發明第一種實施樣態下之逆打鋼柱垂直校位裝置,基本上包括:至少一乘載模組,以及至少一微調模組;其中:各該承載模組,係設有一平台,於該平台上設有一供用以對該逆打鋼柱提供垂直外力的千斤頂;各該微調模組,係設有至少一供用以對該逆打鋼柱提供水平外力的液壓缸。 The reverse struting steel column vertical aligning device of the present invention is provided at the periphery of a reverse striking steel column; the reverse striking steel column vertical aligning device in the first embodiment of the present invention basically comprises: at least one multiplication And the at least one fine-tuning module; wherein: each of the carrying modules is provided with a platform, and the platform is provided with a jack for providing vertical external force to the reverse steel column; each of the fine-tuning modules, There is at least one hydraulic cylinder for providing a horizontal external force to the reverse steel column.

本發明第二種實施樣態下之逆打鋼柱垂直校位裝置,基本上包括有:至少一乘載模組、至少一微調模組,以及至少一供橫跨於該逆打鋼柱周邊處的橫柱;其中:各該承載模組,係設有一平台、一供放置於該至少一橫柱上的定位座,該平台係以可與該定位座相對滑移的型態設於該定位座上,於該平台上設有一供用以對該逆打鋼柱提供垂直外力的千斤頂;各該微調模組,係設有一基座及一頂抵板,另有至少一連桿樞設於該基座與該頂抵板之間,且於該基座與該頂抵板之間連接有一液壓缸。 The reverse-strength steel column vertical alignment device of the second embodiment of the present invention basically comprises: at least one passenger module, at least one fine-tuning module, and at least one for spanning the periphery of the reverse steel column a horizontal column; wherein: each of the carrying modules is provided with a platform and a positioning seat for being placed on the at least one horizontal column, wherein the platform is disposed in a manner that is relatively slipable with the positioning seat. a positioning jack is provided on the platform for providing a vertical external force to the reverse steel column; each of the fine adjustment modules is provided with a base and a top plate, and at least one link is pivoted on the platform A hydraulic cylinder is connected between the base and the top abutting plate, and between the base and the top abutting plate.

本發明第三種實施樣態下之逆打鋼柱垂直校位裝置,基本上包括有:至少一乘載模組,以及至少一微調模組;其中:各該承載模組,係設有一平台,於該平台上設有一供用以對該逆打鋼柱提供垂直外力的千斤頂;各該微調模組,係具有一基座,另有一連桿及一液壓缸樞設於該基座上,該連桿及該液壓缸之尾端且相互樞接。 The reverse-strength steel column vertical alignment device of the third embodiment of the present invention basically includes: at least one passenger module, and at least one fine-tuning module; wherein: each of the carrier modules is provided with a platform a jack for providing a vertical external force to the reversed steel column is provided on the platform; each of the fine adjustment modules has a base, and a connecting rod and a hydraulic cylinder are pivotally mounted on the base. The connecting rod and the tail end of the hydraulic cylinder are pivotally connected to each other.

本發明之逆打鋼柱垂直校位裝置,於使用時,係可將微調模組置於樁口上方之橫柱處,另將微調模組置入樁口中;必要時,可由乘載模組之千斤頂對逆打鋼柱提供額外的垂直外力,以及可由微調模組之液壓缸對逆打鋼柱提供額外的水平外力,有助於將逆打鋼柱調整至最佳的角度,以相對更為積極、可 靠之手段,維護逆打鋼柱吊放之吊放品質。 The reverse-strength steel column vertical alignment device of the present invention can be used to place the fine-tuning module at the horizontal column above the pile mouth, and the fine-tuning module is placed in the pile mouth; if necessary, the load-carrying module can be The jack provides additional vertical external force to the counter-steel column, and the hydraulic cylinder of the fine-tuning module provides additional horizontal force to the counter-steel column, which helps to adjust the counter-steel column to the optimal angle, which is relatively more Active, can By means of this, the quality of the hanging of the steel column is maintained.

進一步,各該承載模組之定位座底面設有一供該至少一橫柱對應套入的定位部。 Further, a bottom surface of each of the positioning blocks of the carrying module is provided with a positioning portion for the at least one horizontal column to be nested.

各該承載模組之平台,係由至少兩個可相對轉動的轉盤疊置構成。 The platform of each of the carrying modules is formed by stacking at least two relatively rotatable turntables.

各該微調模組係於該頂抵板與該基座之間樞設有兩根呈平行配置的連桿。 Each of the fine adjustment modules is provided with two connecting rods arranged in parallel between the top abutting plate and the base.

各該微調模組之頂抵板兩端分別於該頂抵板相對背離該基座之側面處形成有一導角。 The two ends of the top plate of each of the fine adjustment modules respectively form a lead angle at a side of the top plate opposite to the base.

各該承載模組之平台,係由至少兩個可相對轉動的轉盤疊置構成;各該微調模組係於該頂抵板與該基座之間樞設有兩根呈平行配置的連桿。 The platform of each of the load bearing modules is formed by stacking at least two relatively rotatable rotary disks; each of the fine adjustment modules is provided with two parallel connecting links between the top abutting plate and the base .

各該承載模組之平台,係由至少兩個可相對轉動的轉盤疊置構成;各該微調模組之頂抵板兩端分別於該頂抵板相對背離該基座之側面處形成有一導角。 The platform of each of the load-bearing modules is formed by stacking at least two relatively rotatable turntables; and the two ends of the top-butting plate of each of the fine-tuning modules respectively form a guide at a side of the top-butting plate opposite to the base angle.

各該微調模組係於該頂抵板與該基座之間樞設有兩根呈平行配置的連桿,該頂抵板兩端分別於該頂抵板相對背離該基座之側面處形成有一導角。 Each of the fine adjustment modules is provided with two connecting rods arranged in parallel between the top abutting plate and the base, and the two ends of the top abutting plate are respectively formed at a side of the top abutting plate opposite to the base There is a leading angle.

各該承載模組之平台,係由至少兩個可相對轉動的轉盤疊置構成;各該微調模組係於該頂抵板與該基座之間樞設有兩根呈平行配置的連桿,該頂抵板兩端分別於該頂抵板相對背離該基座之側面處形成有一導角。 The platform of each of the load bearing modules is formed by stacking at least two relatively rotatable rotary disks; each of the fine adjustment modules is provided with two parallel connecting links between the top abutting plate and the base The two ends of the top plate are respectively formed with a lead angle at a side of the top plate opposite to the base.

本發明所揭露的逆打鋼柱垂直校位裝置,主要利用乘載模組及微調模組之設計,將至少一乘載模組置於樁口處,並且選擇性的將數量不等的微調模組置入樁口內,透過承載模組及微調模組之整合運作,有助於將逆打鋼柱調整至最佳的角度,不但能夠以相對更為積極、可靠之手段,維護逆打鋼柱吊放之吊放品質,更可藉以降低發生意外的風險。 The reverse-strength steel column vertical alignment device disclosed by the invention mainly uses the design of the passenger module and the fine-tuning module to place at least one passenger module at the pile mouth, and selectively adjusts the number of the unequal The module is placed in the pile, and the integrated operation of the load bearing module and the fine-tuning module helps to adjust the reverse steel column to the best angle. It can not only maintain the counter-attack with relatively more active and reliable means. The quality of the hanging of the steel column can be used to reduce the risk of accidents.

10‧‧‧乘載模組 10‧‧‧Loading module

11‧‧‧平台 11‧‧‧ platform

111‧‧‧轉盤 111‧‧‧ Turntable

12‧‧‧千斤頂 12‧‧‧ jack

13‧‧‧定位座 13‧‧‧ Positioning Block

131‧‧‧定位部 131‧‧‧ Positioning Department

20‧‧‧微調模組 20‧‧‧ fine-tuning module

21‧‧‧基座 21‧‧‧Base

22‧‧‧頂抵板 22‧‧‧Top board

221‧‧‧導角 221‧‧‧ lead angle

23‧‧‧連桿 23‧‧‧ Connecting rod

24‧‧‧液壓缸 24‧‧‧Hydraulic cylinder

30‧‧‧橫柱 30‧‧‧cross column

40‧‧‧樁口 40‧‧‧ Pile mouth

50‧‧‧逆打鋼柱 50‧‧‧Counter steel column

第1圖 係為本發明第一實施例之逆打鋼柱垂直校位裝置使用配置參考圖。 Fig. 1 is a configuration reference diagram of a vertical alignment device for a reverse-strength steel column according to a first embodiment of the present invention.

第2圖 係為本發明第一實施例之逆打鋼柱垂直校位裝置當中之乘載模組使用配置狀態平面示意圖。 Fig. 2 is a plan view showing the state of use of the riding module in the reverse strut vertical alignment device of the first embodiment of the present invention.

第3圖 係為本發明當中之乘載模組結構分解圖。 Figure 3 is an exploded view of the structure of the ride module in the present invention.

第4圖 係為本發明當中之乘載模組使用配置立體圖。 Fig. 4 is a perspective view showing the configuration of the use of the passenger module in the present invention.

第5圖 係為本發明當中之乘載模組使用配置狀態平面示意圖。 Figure 5 is a schematic plan view showing the state of use of the rider module in the present invention.

第6圖 係為本發明第二實施例之逆打鋼柱垂直校位裝置使用配置參考圖。 Figure 6 is a reference configuration diagram of the use of the reverse-strength steel column vertical alignment device of the second embodiment of the present invention.

第7圖 係為本發明第二實施例之逆打鋼柱垂直校位裝置當中之微調模組外觀立體圖。 Figure 7 is a perspective view showing the appearance of a fine adjustment module in a reverse-strength steel column vertical alignment device according to a second embodiment of the present invention.

第8圖 係為本發明第二實施例之逆打鋼柱垂直校位裝置當中之微調模組另一視角之外觀立體圖。 Figure 8 is a perspective view showing another perspective of the fine adjustment module of the reverse-strength steel column vertical alignment device according to the second embodiment of the present invention.

第9圖 係為本發明第二實施例之逆打鋼柱垂直校位裝置當中之微調模組使用配置狀態平面示意圖。 Fig. 9 is a plan view showing the configuration state of the fine adjustment module used in the vertical strut vertical alignment device of the second embodiment of the present invention.

第10圖 係為本發明第三實施例之逆打鋼柱垂直校位裝置當中之微調模組外觀立體圖。 Figure 10 is a perspective view showing the appearance of a fine adjustment module in a reverse-strength steel column vertical alignment device according to a third embodiment of the present invention.

本發明主要提供一種在進行逆打鋼柱之吊放作業時,能夠讓逆打鋼柱獲得有效支撐,以相對更為積極、可靠之手段,維護逆打鋼柱吊放品質的逆打鋼柱垂直校位裝置,如第1圖及第2圖所示,本發明之逆打鋼柱垂直校位裝置,係供架設於一逆打鋼柱50之周邊處;該逆打鋼柱垂直校位裝置,基本上包括有: 至少一乘載模組10,以及至少一微調模組20;其中: 各該承載模組10,係設有一平台11,於該平台11上設有一供用以對該逆打鋼柱50提供垂直外力的千斤頂12;於實施時,各該承載模組10之平台11,係可以由至少兩個可相對轉動的轉盤111疊置構成。 The invention mainly provides a reverse-strength steel column capable of allowing the counter-strength steel column to obtain effective support during the lifting operation of the reverse-strength steel column, and maintaining the quality of the reverse-strength steel column hanging by a relatively more active and reliable means. The vertical alignment device, as shown in FIG. 1 and FIG. 2, the reverse alignment steel column vertical alignment device of the present invention is provided at the periphery of a reverse steel column 50; the reverse alignment steel column vertical calibration position The device basically includes: At least one carrying module 10, and at least one fine tuning module 20; wherein: Each of the load bearing modules 10 is provided with a platform 11 on which a jack 12 for providing a vertical external force to the reverse steel column 50 is provided. In implementation, the platform 11 of each of the load bearing modules 10 is The system can be constructed by stacking at least two relatively rotatable turntables 111.

各該微調模組20,係設有至少一供用以對該逆打鋼柱50提供水平外力的液壓缸24。 Each of the fine adjustment modules 20 is provided with at least one hydraulic cylinder 24 for providing a horizontal external force to the reverse steel column 50.

請同時配合參照第1圖至第5圖所示,本發明之逆打鋼柱垂直校位裝置,於使用時,係可將微調模組10置於樁口40上方之橫柱30處,另將微調模組20置入樁口40中,除可利用乘載模組10之千斤頂12將吊放入樁口40至定位的逆打鋼柱50托撐之外;必要時,可由乘載模組10之千斤頂12對逆打鋼柱50提供額外的垂直外力,以及可由微調模組20之液壓缸24對逆打鋼柱50提供額外的水平外力,有助於將逆打鋼柱50調整至最佳的角度,以相對更為積極、可靠之手段,維護逆打鋼柱吊放之吊放品質。 Please refer to FIG. 1 to FIG. 5 at the same time, the reverse alignment steel column vertical alignment device of the present invention can be used to place the fine adjustment module 10 at the horizontal column 30 above the pile mouth 40, and The fine adjustment module 20 is placed in the pile mouth 40, except that the jack 12 of the passenger module 10 can be used to put the hoist into the pile mouth 40 to the positioning of the reversed steel column 50; if necessary, the load mode can be used. The jacks 10 of the group 10 provide additional vertical external force to the counter-stretch steel column 50, and the hydraulic cylinders 24 of the fine-tuning module 20 provide additional horizontal external force to the counter-stretch steel column 50, which helps to adjust the counter-stretch steel column 50 to At the best angle, the quality of the hanging steel column is maintained in a relatively more active and reliable manner.

尤其,在調整逆打鋼柱50角度之過程中,可在平台11之作用下,使逆打鋼柱50穩固轉動,有助於將逆打鋼柱50調整至最佳的角度,不但能夠以相對更為積極、可靠之手段,維護逆打鋼柱50吊放之吊放品質,更可藉以降低發生意外的風險。 In particular, in the process of adjusting the angle of the reversed steel column 50, the counter-stripping steel column 50 can be stably rotated under the action of the platform 11, which helps to adjust the reverse-strength steel column 50 to an optimum angle, not only can Relatively more active and reliable means, to maintain the hanging quality of the reverse steel column 50, can also reduce the risk of accidents.

如第6圖至第9圖所示,本發明之逆打鋼柱垂直校位裝置,於實施時,各該微調模組20,係可設有一基座21及一頂抵板22,另有至少一連桿23樞設於該基座21與該頂抵板22之間,且於該基座21與該頂抵板22之間連接有一液壓缸24;在本實施例中,各該微調模組20係於該頂抵板22與該基座21之間樞設有兩根呈平行配置的連桿23。 As shown in FIG. 6 to FIG. 9 , in the embodiment of the present invention, each of the fine adjustment modules 20 can be provided with a base 21 and a top abutment plate 22, and At least one connecting rod 23 is pivoted between the base 21 and the top abutting plate 22, and a hydraulic cylinder 24 is connected between the base 21 and the top abutting plate 22; in this embodiment, each of the fine adjustments The module 20 is provided with two connecting rods 23 arranged in parallel between the top abutting plate 22 and the base 21 .

在第6圖至第9圖所示之實施例中,係以微調模組20之頂抵板22與逆打鋼柱50側面接觸的方式,在液壓缸24之作用下,將逆打鋼柱50調整至合適的角度。 In the embodiment shown in FIG. 6 to FIG. 9, the top plate 22 of the fine adjustment module 20 is in contact with the side of the reverse steel column 50, and under the action of the hydraulic cylinder 24, the steel column is reversed. 50 adjust to the appropriate angle.

再者,本發明當中之各該微調模組20,亦可如第10圖所示具有一基座21,另有一連桿23及一液壓缸24樞設於該基座21上,該連桿23及該液壓缸24之尾端且相互樞接,於使用時,以連桿23及液壓缸24之尾端與逆打鋼柱(圖略)側面接觸,在液壓缸24之作用下,將逆打鋼柱50調整至合適的角度。 Furthermore, each of the fine adjustment modules 20 of the present invention may have a base 21 as shown in FIG. 10, and a connecting rod 23 and a hydraulic cylinder 24 are pivotally mounted on the base 21, the connecting rod 23 and the rear end of the hydraulic cylinder 24 are pivotally connected to each other. When in use, the tail end of the connecting rod 23 and the hydraulic cylinder 24 is in side contact with the counter-struck steel column (not shown), and under the action of the hydraulic cylinder 24, The counter-stretch steel column 50 is adjusted to a suitable angle.

本發明之逆打鋼柱垂直校位裝置,在上揭不同實施樣態下,該逆打鋼柱垂直校位裝置,係可進一步包括至少一供橫跨於該逆打鋼柱50周邊處的橫柱30,可透過將橫柱30橫跨與樁口40上方的方式,快速且穩固的將乘載模組10架設於定點。 In the reverse-strength steel column vertical alignment device of the present invention, the reverse-stroke steel column vertical alignment device may further include at least one for spanning the periphery of the counter-stroke steel column 50. The cross column 30 can quickly and stably mount the passenger module 10 at a fixed point by traversing the horizontal column 30 over the pile port 40.

本發明之逆打鋼柱垂直校位裝置,在上揭不同實施樣態下,各該承載模組10係可進一步設有一定位座13,該平台11係以可與該定位座13相對滑移的型態設於該定位座13上,使得以透過平台11與定位座13之間可相對滑移之設計,提升逆打鋼柱50之調整效果。 In the embodiment of the present invention, the carrier module 10 can further be provided with a positioning seat 13 which can be relatively slipped with the positioning seat 13 in the different embodiments. The type is disposed on the positioning seat 13, so that the adjustment effect of the reverse hitting steel column 50 is improved by the design of the relative sliding between the transmitting platform 11 and the positioning seat 13.

本發明之逆打鋼柱垂直校位裝置,在上揭不同實施樣態下,又以該逆打鋼柱垂直校位裝置,係進一步包括至少一橫柱30,各該承載模組10係設有一供放置於該至少一橫柱30上的定位座13,該平台11係以可與該定位座13相對滑移的型態設於該定位座13上之結構型態呈現為佳。 The reverse-strength steel column vertical alignment device of the present invention further comprises at least one horizontal column 30, and each of the load bearing modules 10 is provided with the reverse-strength steel column vertical alignment device in different embodiments. There is a positioning seat 13 for being placed on the at least one cross column 30. The platform 11 is preferably provided in a structural form in which the positioning seat 13 is relatively slidably disposed on the positioning seat 13.

本發明之逆打鋼柱垂直校位裝置,在各該微調模組20,係可設有一基座21及一頂抵板22,另有至少一連桿23樞設於該基座21與該頂抵板22之間,且於該基座21與該頂抵板22之間連接有一液壓缸24之實施樣態下,各該微調模組20之頂抵板22兩端分別於該頂抵板20相對背離該基座21之側面處形成有一導角221(如第7圖及第8圖所示),使得以增加微調模組20之活動靈敏度。 The reverse-strength steel column vertical alignment device of the present invention may be provided with a base 21 and a top abutment plate 22 in each of the fine adjustment modules 20, and at least one connecting rod 23 is pivoted on the base 21 and the Between the abutting plates 22 and the hydraulic cylinders 24 connected between the base 21 and the top abutting plate 22, the two ends of the topping plate 22 of each of the fine adjustment modules 20 are respectively respectively The plate 20 is formed with a lead angle 221 (shown in Figures 7 and 8) opposite the side facing away from the base 21 to increase the sensitivity of the fine tuning module 20.

尤其,本發明之逆打鋼柱垂直校位裝置,在進一步包括至少一橫柱30,各該承載模組10係設有一供放置於該至少一橫柱30上的定位座13,該平台11係以可與該定位座13相對滑移 的型態設於該定位座13上之結構型態下,該定位座13之底面係可進一步設有一供該至少一橫柱30對應套入的定位部131。 In particular, the reverse-strength steel column vertical alignment device of the present invention further includes at least one horizontal column 30, and each of the load bearing modules 10 is provided with a positioning seat 13 for being placed on the at least one horizontal column 30. The platform 11 So that it can slide relative to the positioning seat 13 The bottom surface of the positioning base 13 can be further provided with a positioning portion 131 for the corresponding insertion of the at least one horizontal column 30.

本發明之逆打鋼柱垂直校位裝置,在各該微調模組20,係可設有一基座21及一頂抵板22,另有複數根呈平行配置的連桿23樞設於該基座21與該頂抵板22之間,且於該基座21與該頂抵板22之間連接有一液壓缸24之實施樣態下,係能夠以各該承載模組10之平台11,係由至少兩個可相對轉動的轉盤11疊置構成;各該微調模組20係於該頂抵板22與該基座21之間樞設有兩根呈平行配置的連桿23之結構型態呈現。 In the reverse alignment steel column vertical alignment device of the present invention, in each of the fine adjustment modules 20, a base 21 and a top abutment plate 22 may be disposed, and a plurality of connecting rods 23 arranged in parallel are pivoted on the base. Between the seat 21 and the top abutment plate 22, and a hydraulic cylinder 24 connected between the base 21 and the top abutment plate 22, the platform 11 of each of the load bearing modules 10 can be The at least two relatively rotatable turntables 11 are stacked; each of the fine adjustment modules 20 is disposed between the top abutting plate 22 and the base 21; Presented.

或者,係以各該承載模組10之平台11,係由至少兩個可相對轉動的轉盤111疊置構成;各該微調模組20之頂抵板22兩端分別於該頂抵板22相對背離該基座21之側面處形成有一導角221之結構型態呈現。 Alternatively, the platform 11 of each of the carrying modules 10 is formed by stacking at least two relatively rotatable turntables 111. The two ends of the topping plate 22 of each of the fine tuning modules 20 are respectively opposite to the top abutting plate 22 A structural pattern of a guide angle 221 is formed away from the side of the base 21.

或者,係以各該微調模組20係於該頂抵板22與該基座21之間樞設有兩根呈平行配置的連桿23,該頂抵板22兩端分別於該頂抵板22相對背離該基座21之側面處形成有一導角221之結構型態呈現。 Alternatively, each of the fine adjustment modules 20 is disposed between the top abutting plate 22 and the base 21, and two connecting rods 23 arranged in parallel are disposed. The two ends of the top abutting plate 22 are respectively disposed on the top abutting plate. 22 is formed in a structural form with a lead angle 221 formed at a side facing away from the base 21.

當然,又以各該承載模組10之平台11,係由至少兩個可相對轉動的轉盤111疊置構成;各該微調模組20係於該頂抵板22與該基座21之間樞設有兩根呈平行配置的連桿23,該頂抵板22兩端分別於該頂抵板22相對背離該基座21之側面處形成有一導角221之結構型態呈現為佳。 Of course, the platform 11 of each of the carrying modules 10 is formed by stacking at least two relatively rotatable turntables 111; each of the fine tuning modules 20 is connected between the top abutting plate 22 and the base 21 Two connecting rods 23 are arranged in parallel, and the two ends of the top abutting plate 22 are preferably formed in a structural form in which the abutting plate 22 is formed with a lead angle 221 at a side facing away from the base 21.

具體而言,本發明所揭露的逆打鋼柱垂直校位裝置,主要利用乘載模組及微調模組之設計,將至少一乘載模組置於樁口處,並且選擇性的將數量不等的微調模組置入樁口內,透過承載模組及微調模組之整合運作,有助於將逆打鋼柱調整至最佳的角度,不但能夠以相對更為積極、可靠之手段,維護逆打鋼柱吊放之吊放品質,更可藉以降低發生意外的風險。 Specifically, the reverse-strength steel column vertical alignment device disclosed by the present invention mainly uses the design of the passenger module and the fine-tuning module to place at least one passenger module at the pile mouth, and selectively selects the quantity. The unequal fine-tuning module is placed in the pile, and the integrated operation of the load-bearing module and the fine-tuning module helps to adjust the reverse-strength steel column to the best angle, which can not only be a more active and reliable means. To maintain the quality of the lifting of the reversed steel column, and to reduce the risk of accidents.

本發明之技術內容及技術特點巳揭示如上,然而熟 悉本項技術之人士仍可能基於本發明之揭示而作各種不背離本案發明精神之替換及修飾。因此,本發明之保護範圍應不限於實施例所揭示者,而應包括各種不背離本發明之替換及修飾,並為以下之申請專利範圍所涵蓋。 The technical content and technical features of the present invention are disclosed above, but cooked Those skilled in the art will be able to make various substitutions and modifications without departing from the spirit of the invention. Therefore, the scope of the present invention should be construed as being limited by the scope of the appended claims

Claims (9)

一種逆打鋼柱垂直校位裝置,係供架設於一逆打鋼柱之周邊處;該逆打鋼柱垂直校位裝置,包括:至少一乘載模組、至少一微調模組,以及至少一供橫跨於該逆打鋼柱周邊處的橫柱;其中:各該承載模組,係設有一平台、一供放置於該至少一橫柱上的定位座,該平台係以可與該定位座相對滑移的型態設於該定位座上,於該平台上設有一供用以對該逆打鋼柱提供垂直外力的千斤頂;各該微調模組,係設有一基座及一頂抵板,另有至少一連桿樞設於該基座與該頂抵板之間,且於該基座與該頂抵板之間連接有一液壓缸。 The utility model relates to a reverse-strength steel column vertical calibration device, which is provided at a periphery of a reverse steel column; the reverse-strength steel column vertical calibration device comprises: at least one passenger module, at least one fine-tuning module, and at least a crossbar spanning the periphery of the reversed steel column; wherein: each of the load bearing modules is provided with a platform and a positioning seat for being placed on the at least one horizontal column, the platform is a positioning type of the positioning seat is disposed on the positioning seat, and a jack for providing a vertical external force to the reverse steel column is disposed on the platform; each of the fine adjustment modules is provided with a base and a top The plate has at least one connecting rod disposed between the base and the top abutting plate, and a hydraulic cylinder is connected between the base and the top abutting plate. 如請求項1所述之逆打鋼柱垂直校位裝置,其中,各該承載模組之定位座底面設有一供該至少一橫柱對應套入的定位部。 The reverse-strength steel column vertical alignment device according to claim 1, wherein a bottom surface of each of the positioning modules of the carrier module is provided with a positioning portion for the at least one horizontal column to be nested. 如請求項1或2所述之逆打鋼柱垂直校位裝置,其中,各該承載模組之平台,係由至少兩個可相對轉動的轉盤疊置構成。 The reverse strut steel vertical alignment device according to claim 1 or 2, wherein each of the platforms of the load bearing module is formed by stacking at least two relatively rotatable turntables. 如請求項1或2所述之逆打鋼柱垂直校位裝置,其中,各該微調模組係於該頂抵板與該基座之間樞設有兩根呈平行配置的連桿。 The reverse-strength steel column vertical alignment device according to claim 1 or 2, wherein each of the fine adjustment modules is provided with two connecting rods arranged in parallel between the top abutting plate and the base. 如請求項1或2所述之逆打鋼柱垂直校位裝置,其中,各該微調模組之頂抵板兩端分別於該頂抵板相對背離該基座之側面處形成有一導角。 The reverse-strength steel column vertical alignment device according to claim 1 or 2, wherein each of the two ends of the top plate of the fine adjustment module is formed with a lead angle at a side of the top plate opposite to the base. 如請求項1或2所述之逆打鋼柱垂直校位裝置,其中,各該承載模組之平台,係由至少兩個可相對轉動的轉盤疊置構成;各該微調模組係於該頂抵板與該基座之間樞設有兩根呈平行配置的連桿。 The reverse-strength steel column vertical alignment device according to claim 1 or 2, wherein each platform of the load bearing module is composed of at least two relatively rotatable rotary disks; each of the fine adjustment modules is Two connecting rods arranged in parallel are arranged between the top abutting plate and the base. 如請求項1或2所述之逆打鋼柱垂直校位裝置,其中,各該承載模組之平台,係由至少兩個可相對轉動的轉盤疊置構成;各該微調模組之頂抵板兩端分別於該頂抵板相對背離該基座之側面處形成有一導角。 The reverse-strength steel column vertical alignment device according to claim 1 or 2, wherein each platform of the load bearing module is composed of at least two relatively rotatable rotary disks; the top of each of the fine adjustment modules The two ends of the plate are respectively formed with a lead angle at a side of the top abutting plate opposite to the base. 如請求項1或2所述之逆打鋼柱垂直校位裝置,其中,各該微調模組係於該頂抵板與該基座之間樞設有兩根呈平行配置的連桿,該頂抵板兩端分別於該頂抵板相對背離該基座之側面處形成有一導角。 The reverse-strength steel column vertical alignment device according to claim 1 or 2, wherein each of the fine adjustment modules is provided with two connecting rods arranged in parallel between the top abutting plate and the base, The two ends of the top plate are respectively formed with a lead angle at a side of the top plate opposite to the base. 如請求項1或2所述之逆打鋼柱垂直校位裝置,其中,各該承載模組之平台,係由至少兩個可相對轉動的轉盤疊置構成;各該微調模組係於該頂抵板與該基座之間樞設有兩根呈平行配置的連桿,該頂抵板兩端分別於該頂抵板相對背離該基座之側面處形成有一導角。 The reverse-strength steel column vertical alignment device according to claim 1 or 2, wherein each platform of the load bearing module is composed of at least two relatively rotatable rotary disks; each of the fine adjustment modules is Two connecting rods are arranged in parallel between the top abutting plate and the base, and two ends of the top abutting plate are respectively formed with a guiding angle at a side of the top abutting plate opposite to the base.
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US3396944A (en) * 1964-05-08 1968-08-13 Costain Ltd Richard Jacking systems for use in the construction of buildings
TWI369433B (en) * 2009-05-27 2012-08-01 Harvest Engineering Consultants Inc
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