TW202031985A - Structure for fixing temporary support - Google Patents
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- TW202031985A TW202031985A TW109101447A TW109101447A TW202031985A TW 202031985 A TW202031985 A TW 202031985A TW 109101447 A TW109101447 A TW 109101447A TW 109101447 A TW109101447 A TW 109101447A TW 202031985 A TW202031985 A TW 202031985A
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Abstract
Description
本揭示,是有關於建設由內槽及外槽所構成的雙層殼槽桶時施工用的暫設支撐件固定於前述外槽用的暫設支撐件固定構造。The present disclosure relates to a temporary support fixing structure for the temporary support used in construction when a double-shell tank consisting of an inner tank and an outer tank is fixed to the aforementioned outer tank.
一般,具有內槽及外槽的雙層殼槽桶,是被使用在LNG(液化天然瓦斯)和LPG(液化石油瓦斯)等的低溫液體的貯藏。在建設這種的雙層殼槽桶時,為了縮短建設該槽桶所需要的工期,一般是同時施工金屬製的內槽及混凝土製的外槽。Generally, a double-shell tank with an inner tank and an outer tank is used for storage of cryogenic liquids such as LNG (liquefied natural gas) and LPG (liquefied petroleum gas). When constructing such a double-shell tank, in order to shorten the construction period required for the construction of the tank, generally, the metal inner tank and the concrete outer tank are simultaneously constructed.
更具體而言,外槽的側壁被組裝至某高度之後,將千斤頂上昇裝置透過暫設支撐件安裝在該側壁,一邊藉由該千斤頂上昇裝置將內槽屋簷階段地上昇,一邊將內槽側板從最上段者依序從下方增設在該內槽屋簷的下方。且,在前述內槽屋簷的上昇過程中,將外槽屋簷組裝在該內槽屋簷上。More specifically, after the side wall of the outer tank is assembled to a certain height, the jack raising device is installed on the side wall through temporary supports, and the inner tank eaves are gradually raised by the jack raising device, while the inner tank side plate Those from the uppermost section are sequentially added from the bottom below the eaves of the inner trough. And, during the ascending process of the inner trough eaves, the outer trough eaves are assembled on the inner trough eaves.
且對於這種雙層殼槽桶中的內槽及外槽的同時施工技術所相關的先前技術文獻資訊已具有如下述的專利文獻1等。
[先前技術文獻]
[專利文獻]In addition, the prior art literature information related to the simultaneous construction technology of the inner tank and the outer tank in this double-shell tank barrel already has the following
[專利文獻1]日本專利5732262號[Patent Document 1] Japanese Patent No. 5732262
[發明所欲解決之問題][The problem to be solved by the invention]
但是在習知中,將暫設支撐件由焊接的方式固定於被埋設在構成前述外槽的側壁的結構的混凝土內的埋設金屬件,由螺栓等將千斤頂上昇裝置結合在該暫設支撐件,如此的話,前述暫設支撐件會從前述外槽的側壁大幅地躥出。因此,前述暫設支撐件使用之後有必要在高處進行瓦斯(乙炔)切斷並拆除,而具有作業者的勞力負擔大的問題。However, in the prior art, the temporary support is fixed by welding to the embedded metal part embedded in the concrete constituting the structure of the side wall of the outer tank, and the jack lifting device is connected to the temporary support by bolts or the like. , In this case, the temporary support member will protrude greatly from the side wall of the outer groove. Therefore, it is necessary to cut and remove the gas (acetylene) at a high place after the use of the aforementioned temporary support, which has a problem that the labor burden of the operator is large.
在此,本揭示的暫設支撐件固定構造,是有鑑於這種實情,可以使高處中的暫設支撐件的拆除作業容易化且可以使作業者的勞力負擔比以往更減輕。 [用以解決問題之技術手段]Here, the temporary support fixing structure of the present disclosure is based on the fact that it can facilitate the removal of the temporary support in a high place and can reduce the labor burden of the operator more than before. [Technical means to solve the problem]
本揭示的暫設支撐件固定構造,是建設由內槽及外槽所構成的雙層殼槽桶時施工用的暫設支撐件固定於前述外槽的構造,具備:被埋設在構成前述外槽的側壁的結構的混凝土內的埋設金屬件、及與該埋設金屬件連結的結合部、及被固定成對於該結合部可裝卸自如的暫設支撐件、及將該暫設支撐件固定於前述結合部的結合具。The temporary support fixing structure of the present disclosure is a structure in which the temporary support used for construction is fixed to the outer tank when constructing a double-shell tank consisting of an inner tank and an outer tank, and has: The embedded metal fittings in the concrete of the structure of the side wall of the tank, the joint part connected to the embedded metal fittings, and the temporary support fixed to the joint part to be detachable, and the temporary support is fixed to The bonding tool of the aforementioned bonding part.
且在前述暫設支撐件固定構造中,前述埋設金屬件,是包含:被配設在前述外槽的側壁內周的基座托板、及與該基座托板的背面連結且被埋設在前述側壁的混凝土內的地腳螺栓較佳。In addition, in the temporary support fixing structure, the embedded metal fitting includes: a base support plate arranged on the inner periphery of the side wall of the outer tank, and a back surface of the base support plate connected to the base support plate and embedded in The anchor bolts in the concrete of the aforementioned side wall are preferable.
進一步,在前述暫設支撐件固定構造中,前述結合部,是在與前述地腳螺栓螺合的狀態下被埋設在前述側壁的混凝土內且與螺栓孔一致地被焊接在前述基座托板的背面且具有與該螺栓孔連續形成的死胡同的螺紋孔的母螺紋構件較佳。Furthermore, in the provisional support fixing structure, the coupling portion is embedded in the concrete of the side wall in a state of being screwed with the anchor bolt and welded to the base pallet in accordance with the bolt hole A female threaded member with a threaded hole in the blind alley formed continuously with the bolt hole is preferred.
且在前述暫設支撐件固定構造中,前述暫設支撐件是建設前述內槽用的千斤頂支撐件也可以。 [發明的效果]In addition, in the aforementioned temporary support fixing structure, the aforementioned temporary support may be a jack support for constructing the aforementioned inner tank. [Effects of the invention]
依據上述的本發明的暫設支撐件固定構造的話,可以使高處的暫設支撐件的拆除作業容易化且可以使作業者的勞力負擔比以往更大幅地減輕。According to the temporary support fixing structure of the present invention described above, the removal work of the temporary support at a high place can be facilitated, and the labor burden of the operator can be reduced more significantly than before.
以下,參照添付圖面說明本揭示中的本發明的實施例的形態。Hereinafter, the form of the embodiment of the present invention in this disclosure will be described with reference to the attached drawings.
第1圖~第6圖是顯示本揭示的暫設支撐件固定構造的一實施例,如第6圖概要顯示,當建設將LNG(液化天然瓦斯)和LPG(液化石油瓦斯)等的低溫液體貯藏的雙層殼槽桶1的情況時,為了達成工期的縮短的目的,是將金屬製的內槽2及混凝土製的外槽3同時施工。即,透過暫設支撐件5將千斤頂上昇裝置6安裝在已組裝至某程度的高度的外槽3的側壁4上,一邊藉由該千斤頂上昇裝置6將內槽屋簷7階段地上昇,一邊透過肘托板8將內槽側板9從最上段者依序從下方增設在該內槽屋簷7的下方。Figures 1 to 6 show an embodiment of the temporary support fixing structure of the present disclosure. As shown schematically in Figure 6, when constructing cryogenic liquids such as LNG (liquefied natural gas) and LPG (liquefied petroleum gas) In the case of the storage of the double-
在此,前述千斤頂上昇裝置6,是例如,可透過千斤頂上昇桿11將安裝於前述肘托板8的彎曲外周面的吊部10吊起的中心孔千斤頂。且,第6圖中的符號12是組裝前述內槽側板9用的暫設的組裝架台,符號13是先行被設置在該組裝架台12下的前述內槽2的錨帶。Here, the
建設這種雙層殼槽桶1時,將前述暫設支撐件5作為千斤頂支撐件固定於前述外槽3時,本實施例的特徵,是採用了如第1圖~第5圖詳細顯示的暫設支撐件固定構造的點。更具體而言,埋設金屬件14是被埋設在構成前述外槽3的側壁4的結構的混凝土內,前述暫設支撐件5是藉由螺栓16(結合具)被固定成對於與該埋設金屬件14連結的母螺紋構件15(結合部)可裝卸自如。When constructing such a double-
在此,前述埋設金屬件14,是具備:被配設在前述外槽3的側壁4內周的基座托板17、及與該基座托板17的背面連結並被埋設在前述側壁4的混凝土的地腳螺栓18的結構。前述基座托板17,是成為矩形板狀且沿著前述側壁4的內周面地配置,前述地腳螺栓18,是直角(水平)地被埋入前述外槽3的側壁4的內周面。Here, the embedded
特別是如第4圖詳細顯示,對於前述基座托板17的背面的地腳螺栓18的連結,是透過在與該地腳螺栓18螺合的狀態下被埋設在前述側壁4的混凝土內且與螺栓孔19一致地被焊接在前述基座托板17的背面且具有與該螺栓孔19連續形成的死胡同的螺紋孔20的母螺紋構件15進行連結。In particular, as shown in detail in FIG. 4, the connection of the
即,前述母螺紋構件15,是在其長度方向兩端部分別具有死胡同的螺紋孔20及螺紋孔21。且,通過前述暫設支撐件5的安裝托板22的螺栓孔23的螺栓16(結合具)是被螺合在一方的螺紋孔20,藉由將該螺栓16結合在前述母螺紋構件15而使前述暫設支撐件5被固定於前述基座托板17。且,前述地腳螺栓18是被螺合在另一方的螺紋孔21中。That is, the aforementioned
且在此圖示的例中,上方二段的地腳螺栓18是相對地比下方一段的地腳螺栓18更長,且,在上方二段的地腳螺栓18的前端部分中,設有在與該地腳螺栓18的長度方向成為直角的方向形成平面的定影板24。即補強對於拔除力的承受能力,即使因為在前述暫設支撐件5設置千斤頂上昇裝置6(第6圖參照)而進行千斤頂上昇作業時施加的荷重,而使強力的拔除力作用在上方二段的地腳螺栓18,該上方二段的地腳螺栓18也可承受得住。And in the example shown in the figure, the
進一步,前述安裝托板22的最下段的二處,是如第5圖詳細顯示,藉由將螺栓27通過前述安裝托板22的螺栓孔26直接旋入形成於前述基座托板17側的螺紋孔25而被固定。但是,帽28是被焊接在形成於前述基座托板17側的螺紋孔25的背面,藉由該帽28使前述螺紋孔25被氣密地塞住。Furthermore, the two lowermost positions of the
且由鋼製填板所構成的外槽側板29是被組裝在構成前述外槽3的側壁4的結構的混凝土的內周面上,如此的話,前述混凝土的灌漿時可作為兼具模板的功能。在此,前述基座托板17,是配置成從形成於前述外槽側板29的開口部30露出,該開口部30及前述基座托板17的外緣部分是氣密地被焊接。In addition, the outer
另一方面,前述暫設支撐件5,是具備從由螺栓16被結合在前述基座托板17的安裝托板22朝槽桶內側突出的一對的由I形鋼所構成的樑31,在該樑31的兩側面中,成為作業空間(鷹架)的複數根的樑構件32是朝與前述樑31的突出方向成為直角的水平方向伸出。On the other hand, the
且在前述暫設支撐件5的基座托板17中的寬度方向中央及兩側中,形成有朝上下方向延伸的肋33,如此可提高強度使能夠承受當在前述暫設支撐件5設置千斤頂上昇裝置6進行千斤頂上昇作業時施加的荷重。And in the width direction center and both sides of the
然後,如此的話,將暫設支撐件5的安裝托板22重疊在基座托板17的正面並將螺栓孔19、23的位置相互對齊,藉由使螺栓16通過該螺栓孔19、23並旋入母螺紋構件15的螺紋孔20,使前述暫設支撐件5被固定於前述基座托板17,將千斤頂上昇裝置6設置在前述暫設支撐件5,就可進行千斤頂上昇作業。此時,在安裝托板22的最下段的二處由螺栓27結合於前述基座托板17側的螺紋孔25的話,也可以加強固定。Then, in this case, overlap the
且使用千斤頂上昇裝置6的千斤頂上昇作業完成之後,將前述暫設支撐件5拆除時,只將各螺栓16、27鬆緩並取下就可解除暫設支撐件5對於前述基座托板17的固定,就可簡便地將該暫設支撐件5從前述基座托板17拆除。And after the jack raising operation using the jack raising
因此,依據上述實施例的話,將前述暫設支撐件5可裝卸自如地結合於被埋設在構成外槽3的側壁4的結構的混凝土內的埋設金屬件14的母螺紋構件15,在該暫設支撐件5使用之後,因為不需要進行瓦斯切斷就可以拆除,所以可以使高處的暫設支撐件5的拆除作業容易化且可以使作業者的勞力負擔比以往更減輕。Therefore, according to the above embodiment, the aforementioned
進一步,本實施例的情況,前述埋設金屬件14,是包含:被配設在前述外槽3的側壁4內周的基座托板17、及與該基座托板17的背面連結且被埋設在前述側壁4的混凝土內的地腳螺栓18。如此結構的話,可以藉由被深深地埋設在前述側壁4的混凝土的前述地腳螺栓18而強力且穩定地支撐前述基座托板17。Furthermore, in the case of this embodiment, the embedded
且將前述暫設支撐件5固定用的結合部,是成為在前述地腳螺栓18螺合的狀態下被埋設在前述側壁4的混凝土且與螺栓孔19一致地被焊接在前述基座托板17的背面且具有與該螺栓孔19連續形成的死胡同的螺紋孔20的母螺紋構件15。And the joint for fixing the
如此結構的話,將前述螺栓16取下之後也可以藉由前述死胡同的螺紋孔20來確保基座托板17的氣密性,可以將該基座托板17作為外槽側板29的一部分直接沿用,在作業完成後不需要為了保持氣密性而施加追加的填板設置作業。With such a structure, after the
且將前述暫設支撐件5固定用的結合部也就是母螺紋構件15,可以組入前述埋設金屬件14的一部分並良好地埋設在前述側壁4的混凝土,並且也可以有助於前述基座托板17及前述地腳螺栓18的連結。In addition, the joint portion for fixing the
且在本實施例中,前述暫設支撐件5是成為建設前述內槽2(第6圖參照)用的千斤頂支撐件。如此結構的話,可容易地進行前述暫設支撐件5的固定及拆除,可以效率佳地進行使用透過該暫設支撐件5而被安裝的千斤頂上昇裝置6的內槽屋簷7(在過程的前進後的階段中也包含外槽屋簷)的階段的千斤頂上昇作業。In this embodiment, the
且以上雖是說明了在構成外槽3的側壁4的構造的混凝土的內周面組裝了兼具該混凝土的灌漿時的模板的外槽側板29的情況,但是依據建設雙層殼槽桶1的工法,也有製作混凝土的塊體並將其堆高而成為外槽3的側壁4的情況。此情況是成為,透過預先被埋設的埋設金屬件14及母螺紋構件15將暫設支撐件5裝卸於一部分的混凝土的塊體並實施前述的如千斤頂上昇作業,在該暫設支撐件5的拆除後將鋼製填板內貼成為外槽側板29的程序。In addition, although the above description is about the case in which the outer
因此,由這種程序進行的工法的情況時,也可以不使用具有死胡同的螺紋孔20的母螺紋構件15作為結合部。例如,如第7圖的別的實施例所示,可採用在長度方向兩端部形成母螺紋20’、21’且在長度方向開通的套筒狀的母螺紋構件15’。Therefore, in the case of a construction method performed by such a program, the
即,採用前述套筒狀的母螺紋構件15’的情況時,每在暫設支撐件5使用後的拆除時,藉由將各螺栓16鬆緩並取下就會使前述母螺紋構件15’的內部被開放,就無法保持基座托板17本身的氣密性。但是,因為是在後續過程使鋼製填板被內貼並建設成外槽側板29(參照第7圖中的二點虛線),所以前述基座托板17可被該外槽側板29被覆而可保持氣密性。That is, in the case of using the aforementioned sleeve-shaped female threaded member 15', each time the
且在本實施例中,將前述暫設支撐件5可裝卸自如地結合於被埋設在構成外槽3的側壁4的結構的混凝土內的埋設金屬件14的母螺紋構件15’,在該暫設支撐件5使用後不需要進行瓦斯切斷就可以拆除的點是同樣,可以使高處的暫設支撐件5的拆除作業容易化且可以使作業者的勞力負擔比以往更減輕。And in this embodiment, the aforementioned
且本發明的暫設支撐件固定構造,並非只有限定在本揭示所說明的上述的實施例,暫設支撐件不限定於千斤頂支撐件,其他,在不脫離本發明的實質的範圍內當然可加上各種變更。Moreover, the temporary support fixing structure of the present invention is not limited to the above-mentioned embodiments described in the present disclosure. The temporary support is not limited to the jack support. Others, of course, can be used without departing from the essence of the present invention. Add various changes.
1:雙層殼槽桶 2:內槽 3:外槽 4:側壁 5:暫設支撐件 6:千斤頂上昇裝置 7:內槽屋簷 8:肘托板 9:內槽側板 10:吊部 11:千斤頂上昇桿 12:組裝架台 13:錨帶 14:埋設金屬件 15:母螺紋構件(結合部) 15’:母螺紋構件(結合部) 16:螺栓(結合具) 17:基座托板 18:地腳螺栓 19:螺栓孔 20:螺紋孔 20’,21’:母螺紋 21:螺紋孔 22:安裝托板 23:螺栓孔 24:定影板 25:螺紋孔 26:螺栓孔 27:螺栓 28:帽 29:外槽側板 30:開口部 31:樑 32:樑構件 33:肋1: Double shell tank 2: inner slot 3: Outer slot 4: sidewall 5: Temporary support 6: Jack lifting device 7: Inner groove eaves 8: Elbow support 9: Inner groove side plate 10: Hanging part 11: Jack rising rod 12: Assemble the stand 13: Anchor strap 14: Buried metal parts 15: Female threaded member (joint part) 15’: Female threaded member (joint part) 16: Bolt (combination tool) 17: Base plate 18: Anchor bolt 19: Bolt hole 20: threaded hole 20’,21’: Female thread 21: threaded hole 22: Install the pallet 23: Bolt hole 24: Fuser board 25: threaded hole 26: Bolt hole 27: Bolt 28: Cap 29: Outer groove side plate 30: Opening 31: beam 32: beam member 33: rib
[第1圖]顯示本揭示的一實施例的概略圖。 [第2圖]第1圖的II-II方向的箭頭視圖。 [第3圖]第2圖的III-III箭頭視的剖面圖。 [第4圖]顯示第1圖中的母螺紋構件的詳細的剖面圖。 [第5圖]顯示第1圖中的帽的詳細的剖面圖。 [第6圖]由千斤頂上昇裝置所進行的千斤頂上昇作業的說明圖。 [第7圖]顯示本揭示的別的實施例的剖面圖。[Figure 1] A schematic diagram showing an embodiment of the present disclosure. [Figure 2] The arrow view in the direction of II-II in Figure 1. [Figure 3] A cross-sectional view taken from the arrow III-III in Figure 2. [Figure 4] A detailed cross-sectional view of the female threaded member in Figure 1 is shown. [Figure 5] A detailed cross-sectional view of the cap in Figure 1 is shown. [Figure 6] An explanatory diagram of the jack-up work performed by the jack-up device. [Figure 7] A cross-sectional view showing another embodiment of the present disclosure.
3:外槽 3: Outer slot
4:側壁 4: sidewall
5:暫設支撐件 5: Temporary support
14:埋設金屬件 14: Buried metal parts
15:母螺紋構件(結合部) 15: Female threaded member (joint part)
16:螺栓(結合具) 16: Bolt (combination tool)
17:基座托板 17: Base plate
18:地腳螺栓 18: Anchor bolt
22:安裝托板 22: Install the pallet
24:定影板 24: Fuser board
27:螺栓 27: Bolt
28:帽 28: Cap
29:外槽側板 29: Outer groove side plate
30:開口部 30: Opening
31:樑 31: beam
32:樑構件 32: beam member
33:肋 33: rib
Claims (4)
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JP2019-027247 | 2019-02-19 | ||
JP2019027247A JP7233241B2 (en) | 2019-02-19 | 2019-02-19 | Temporary support fixed structure |
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Publication Number | Publication Date |
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TW202031985A true TW202031985A (en) | 2020-09-01 |
TWI832956B TWI832956B (en) | 2024-02-21 |
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TW109101447A TWI832956B (en) | 2019-02-19 | 2020-01-16 | Structure for fixing temporary support |
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TW (1) | TWI832956B (en) |
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JPS5916621B2 (en) * | 1978-06-27 | 1984-04-17 | 三井建設株式会社 | How to build side walls of underground tanks |
JP3127316B2 (en) * | 1992-01-22 | 2001-01-22 | 石川島播磨重工業株式会社 | Fixing method of liner plate for outer tank side wall in low temperature storage tank |
JP6127453B2 (en) * | 2012-11-06 | 2017-05-17 | 株式会社Ihi | Construction method of cylindrical tank |
JP6202729B2 (en) * | 2013-06-27 | 2017-09-27 | 株式会社Ihi | Construction method of cylindrical tank |
JP2018066232A (en) * | 2016-10-21 | 2018-04-26 | 株式会社Ihi | Embedded hardware and method of constructing tank |
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JP7233241B2 (en) | 2023-03-06 |
JP2020133222A (en) | 2020-08-31 |
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