CN114687586B - A post-cast belt turnable large-diameter steel pipe support device and its application method - Google Patents

A post-cast belt turnable large-diameter steel pipe support device and its application method Download PDF

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CN114687586B
CN114687586B CN202210364291.7A CN202210364291A CN114687586B CN 114687586 B CN114687586 B CN 114687586B CN 202210364291 A CN202210364291 A CN 202210364291A CN 114687586 B CN114687586 B CN 114687586B
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steel pipe
plate
outer ring
post
support
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CN114687586A (en
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张鑫鑫
韩枫
侯绪冉
尚志府
郎建国
张喜红
汪叶苗
王亚坤
李烨
卢加新
李新星
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First Construction Co Ltd of China Construction Eighth Engineering Division Co Ltd
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    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04GSCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G25/00Shores or struts; Chocks
    • E04G25/04Shores or struts; Chocks telescopic
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04GSCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G13/00Falsework, forms, or shutterings for particular parts of buildings, e.g. stairs, steps, cornices, balconies foundations, sills
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04GSCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G17/00Connecting or other auxiliary members for forms, falsework structures, or shutterings
    • YGENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
    • Y02TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
    • Y02WCLIMATE CHANGE MITIGATION TECHNOLOGIES RELATED TO WASTEWATER TREATMENT OR WASTE MANAGEMENT
    • Y02W30/00Technologies for solid waste management
    • Y02W30/50Reuse, recycling or recovery technologies
    • Y02W30/80Packaging reuse or recycling, e.g. of multilayer packaging

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Abstract

本发明涉及后浇带的支撑技术领域,具体为一种后浇带可周转大直径钢管支撑装置及其使用方法,支撑装置包括后浇带组件、顶托和支撑组件,有益效果为:通过设置内柱、外环和延伸柱的配合,实现顶托高度的调节,从而增强支撑装置的高度适配性,配合支撑插销、定位孔与调节孔的对应,实现高度固定;通过设置延伸板、插块和斜撑的配合,增大了支撑的面积,对后浇带的宽度进行适配,同时利用螺纹套管、压块和缓冲横梁之间的套接,在螺纹套管的转动下,达到对弹簧压缩量的调节,从而根据顶板自由端的承压情况,实际调节缓冲支撑的韧性,提高对顶板自由端部的保护。

Figure 202210364291

The invention relates to the technical field of post-cast belt support, in particular to a post-cast belt turnaround large-diameter steel pipe support device and its use method. The support device includes a post-cast belt assembly, a jacking and a support assembly. The beneficial effects are: The cooperation of the inner column, the outer ring and the extension column realizes the adjustment of the height of the jacking, thereby enhancing the height adaptability of the support device, and cooperates with the correspondence between the support pin, the positioning hole and the adjustment hole to achieve a fixed height; by setting the extension plate, the plug The cooperation of the block and the diagonal brace increases the supporting area and adapts the width of the post-casting belt. At the same time, by using the socket connection between the threaded sleeve, the pressure block and the buffer beam, under the rotation of the threaded sleeve, it can achieve The adjustment of the spring compression can actually adjust the toughness of the buffer support according to the pressure of the free end of the top plate, and improve the protection of the free end of the top plate.

Figure 202210364291

Description

一种后浇带可周转大直径钢管支撑装置及其使用方法A post-cast belt turnable large-diameter steel pipe support device and its application method

技术领域technical field

本发明涉及后浇带的支撑技术领域,具体为一种后浇带可周转大直径钢管支撑装置及其使用方法。The invention relates to the technical field of post-cast belt support, in particular to a post-cast belt turnable large-diameter steel pipe support device and a use method thereof.

背景技术Background technique

施工现场后浇带支撑绝大部分是采用脚手架进行直接搭设,搭设时需要投入大量的人力及材料,劳动强度大,质量把控难。Most of the post-cast belt support on the construction site is directly erected by scaffolding, which requires a lot of manpower and materials to be erected, which is labor-intensive and difficult to control the quality.

在支撑架体搭设时,工人不但需要进行高处攀爬作业,安全系数得不到保障,而且往脚手架材料的长期占用还会产生大量租赁费用,增加造价,同时地下室连续搭设的支撑架的占位还会阻断后续材料的运输及工人的进出,从而影响正常施工。When erecting the support frame, workers not only need to carry out high-altitude climbing operations, the safety factor cannot be guaranteed, but also the long-term occupation of scaffolding materials will generate a lot of rental fees, which will increase the cost. The location will also block the transportation of subsequent materials and the entry and exit of workers, thereby affecting normal construction.

现有的支撑装置缺少对可调节的结构,从而导致支撑装置适配性差,无法周转重复使用,支撑装置的高度与后浇带的高度存在高度差,后浇带顶板的延伸长度使得支撑装置需要进进行多排排列支撑,后浇带顶板的自由端在承压过程中,会产生上下振动,而现有的支撑装置,缺少对振动进行缓冲。The existing support device lacks an adjustable structure, which leads to poor adaptability of the support device and cannot be used repeatedly. Multi-row array support is carried out, and the free end of the post-casting belt roof will vibrate up and down during the pressure-bearing process, but the existing support device lacks buffering for the vibration.

发明内容Contents of the invention

本发明的目的在于提供一种后浇带可周转大直径钢管支撑装置及其使用方法,以解决支撑装置对后浇带顶板的适配性问题。The object of the present invention is to provide a post-cast belt turnable large-diameter steel pipe support device and its use method to solve the problem of the adaptability of the support device to the post-cast belt top plate.

为实现上述目的,本发明提供如下技术方案:To achieve the above object, the present invention provides the following technical solutions:

一种后浇带可周转大直径钢管支撑装置,所述支撑装置包括:A supporting device for a large-diameter steel pipe that can be turned around after casting, the supporting device includes:

后浇带组件,所述后浇带组件包括底板,左右对称的一对顶板和位于相邻顶板之间间隙的后浇带,顶板与底板之间设置有单排排列的多组支撑组件;A post-casting tape assembly, the post-casting tape assembly includes a bottom plate, a pair of left-right symmetrical top plates and a post-casting tape located in the gap between adjacent top plates, and multiple sets of supporting components arranged in a single row are arranged between the top plate and the bottom plate;

所述支撑组件包括第一钢管、第二钢管和顶托,所述第一钢管、第二钢管竖直连接并压合在底板上,所述顶托插接在第二钢管上;The support assembly includes a first steel pipe, a second steel pipe and a jacking bracket, the first steel tube and the second steel tube are vertically connected and pressed together on the bottom plate, and the jacking bracket is inserted into the second steel tube;

顶托,所述顶托包括托板、下管和内柱,所述托板贴合在顶板的下端面,所述下管的下端滑动插接在第二钢管中,下管的下端设置有前后贯穿的开口槽,下管的左右两侧贯穿设置有竖直线性分布的多组调节孔,所述内柱滑动套接在下管的下端内腔中,内柱上横向贯穿设置有定位孔,内柱的前后两侧沿开口槽延伸至下管的外侧并固定连接外环,所述外环固定连接第二钢管的上端,所述定位孔与调节孔相对应,且定位孔与调节孔内插接有支撑销杆。Jacking, the jacking includes a supporting plate, a lower tube and an inner column, the supporting plate is attached to the lower end surface of the top plate, the lower end of the lower tube is slidably inserted into the second steel pipe, and the lower end of the lower tube is provided with There are open slots running through the front and back, and multiple sets of adjustment holes are arranged vertically and linearly distributed on the left and right sides of the lower tube. The front and rear sides of the inner column extend to the outside of the lower tube along the open groove and are fixedly connected to the outer ring. The outer ring is fixedly connected to the upper end of the second steel pipe. The positioning hole corresponds to the adjustment hole, and the positioning hole is connected to the inside of the adjustment hole. A support pin is plugged in.

优选的,所述第一钢管和第二钢管之间通过法兰盘竖直固定连接,所述外环通过螺栓连接第二钢管上端的连接盘,外环的内壁与下管的外壁之间留有间隙。Preferably, the first steel pipe and the second steel pipe are vertically fixedly connected through a flange, and the outer ring is connected to the connecting plate at the upper end of the second steel pipe through bolts, leaving a space between the inner wall of the outer ring and the outer wall of the lower pipe. There are gaps.

优选的,所述内柱的前后两侧对称设置有一对延伸柱,所述延伸柱沿开口槽延伸至下管的外侧,所述外环的内壁设置有与开口槽对应的T形插槽,延伸柱的端部插接在T形插槽中,延伸柱与外环之间通过连接螺栓固定连接。Preferably, a pair of extension columns are arranged symmetrically on the front and rear sides of the inner column, and the extension columns extend to the outside of the lower tube along the open slot, and the inner wall of the outer ring is provided with a T-shaped slot corresponding to the open slot, The end of the extension column is plugged into the T-shaped slot, and the extension column and the outer ring are fixedly connected by connecting bolts.

优选的,所述托板的左右两侧对称设置有一对侧架,所述侧架通过紧固螺栓固定在托板上,且侧架的外侧通过横杆连接有延伸板,所述延伸板贴合顶板的下端面。Preferably, a pair of side frames are symmetrically arranged on the left and right sides of the supporting plate, and the side frames are fixed on the supporting plate through fastening bolts, and the outer side of the side frame is connected with an extension plate through a cross bar, and the extension plate is attached to the the lower end of the top plate.

优选的,所述侧架的下端通过连杆竖直连接有插块,插块上设置有限位通孔,所述限位通孔内横向滑动插接有缓冲横梁,所述缓冲横梁的端部和延伸板的下端面均设置有铰座,缓冲横梁与延伸板之间通过斜撑连接,缓冲横梁的另一端抵在外环上,所述斜撑的两端转动连接在铰座上。Preferably, the lower end of the side frame is vertically connected with a plug-in block through a connecting rod, and a limiting through hole is arranged on the plug-in block, and a buffering beam is inserted in the limiting through-hole laterally, and the end of the buffering beam Both the lower end surface of the extension plate and the extension plate are provided with a hinge seat, and the buffer beam and the extension plate are connected by a diagonal brace.

优选的,所述缓冲横梁的中间段外壁设置有限位盘,所述限位盘贴合插块靠近外环的一侧外壁。Preferably, the outer wall of the middle section of the buffer beam is provided with a limiting plate, and the limiting plate fits on the outer wall of the side of the insert close to the outer ring.

优选的,所述缓冲横梁与外环之间设置有压块,所述压块的端部设置有直角板,直角板上竖直设置有安装杆,外环上设置有左右对称的一对安装孔,所述安装杆沿安装孔竖直贯穿外环和第二钢管上端的连接盘,且安装杆的下端通过螺母固定。Preferably, a press block is provided between the buffer beam and the outer ring, a right-angle plate is provided at the end of the press block, a mounting rod is vertically provided on the right-angle plate, and a pair of left-right symmetrical mounting rods are provided on the outer ring. The installation rod vertically passes through the outer ring and the connection plate at the upper end of the second steel pipe along the installation hole, and the lower end of the installation rod is fixed by a nut.

优选的,所述压块的端部设置有外螺纹,压块与缓冲横梁之间设置有螺纹套管,所述螺纹套管的一端内壁设置有内螺纹,螺纹套管通过内螺纹和外螺纹的配合转动安装在压块上,螺纹套管的另一端内壁贴合缓冲横梁的外壁。Preferably, the end of the briquetting block is provided with an external thread, a threaded sleeve is provided between the briquetting block and the buffer beam, an inner wall of one end of the threaded sleeve is provided with an internal thread, and the threaded sleeve passes through the internal thread and the external thread. It is installed on the pressure block with the cooperation and rotation, and the inner wall of the other end of the threaded sleeve is attached to the outer wall of the buffer beam.

优选的,所述螺纹套管与限位盘之间压合有弹簧,所述弹簧套接在缓冲横梁上,缓冲横梁的端部延伸插接在压块的内腔中。Preferably, a spring is pressed between the threaded sleeve and the limiting plate, the spring is sleeved on the buffer beam, and the end of the buffer beam is extended and inserted into the inner cavity of the pressure block.

一种根据上述的后浇带可周转大直径钢管支撑装置实现的使用方法,该使用方法包含以下步骤:A method of using the post-casting tape with a turnable large-diameter steel pipe support device described above, the method of using includes the following steps:

支撑组件组装,通过法兰盘实现第一钢管、第二钢管、顶托的插接竖直安装,然后将第一钢管的下端固定在底板上;Assemble the supporting components, realize the vertical installation of the first steel pipe, the second steel pipe, and the jacking bracket through the flange, and then fix the lower end of the first steel pipe on the bottom plate;

升降安装,将内柱滑动插接在下管的内腔中,通过延伸柱与外环的配合,实现内柱与外环的固定连接,外环压合在第二钢管的上端连接盘上,抬升顶托使得托板贴合顶板的下端面;Lifting installation, the inner column is slidably inserted into the inner cavity of the lower tube, and the fixed connection between the inner column and the outer ring is realized through the cooperation of the extension column and the outer ring. The jacking makes the supporting plate stick to the lower end surface of the top plate;

固定安装,通过定位孔与调节孔的对应,从而在定位孔与调节孔内插接支撑销杆,形成高度的调节固定;Fixed installation, through the correspondence between the positioning hole and the adjustment hole, the support pin is inserted into the positioning hole and the adjustment hole to form a height adjustment and fixation;

延伸支撑,通过延伸板、插块和斜撑的配合,形成侧向支撑,增大支撑面积;Extended support, through the cooperation of extension plate, insert block and diagonal brace, forms lateral support and increases the support area;

支撑调节,通过螺纹实现螺纹套管、压块和缓冲横梁之间的套接,从而在螺纹套管的螺纹转动下,实现对弹簧压力的调节,从而达到对缓冲横梁横向压力的调节,达到对斜撑侧向支撑力的调节,使得在顶板靠近后浇带一侧的自由端支撑韧性增强。Support adjustment, realize the socket connection between the threaded sleeve, the pressure block and the buffer beam through the thread, so that under the thread rotation of the threaded sleeve, the adjustment of the spring pressure is realized, so as to achieve the adjustment of the lateral pressure of the buffer beam The adjustment of the lateral support force of the diagonal brace enhances the toughness of the free end support on the side of the top plate close to the post-casting belt.

与现有技术相比,本发明的有益效果是:Compared with prior art, the beneficial effect of the present invention is:

本发明通过设置内柱、外环和延伸柱的配合,实现顶托高度的调节,从而增强支撑装置的高度适配性,配合支撑插销、定位孔与调节孔的对应,实现高度固定;The invention realizes the adjustment of the jacking height through the cooperation of the inner column, the outer ring and the extension column, thereby enhancing the height adaptability of the supporting device, and cooperating with the support pin, the correspondence between the positioning hole and the adjusting hole, and realizing the height fixing;

本发明通过设置延伸板、插块和斜撑的配合,增大了支撑的面积,对后浇带的宽度进行适配,同时利用螺纹套管、压块和缓冲横梁之间的套接,在螺纹套管的转动下,达到对弹簧压缩量的调节,从而根据顶板自由端的承压情况,实际调节缓冲支撑的韧性,提高对顶板自由端部的保护。The present invention increases the supporting area by setting the extension plate, the plug-in block and the diagonal brace, and adapts the width of the post-casting belt. Under the rotation of the threaded sleeve, the compression of the spring can be adjusted, so that the toughness of the buffer support can be actually adjusted according to the pressure of the free end of the top plate, and the protection of the free end of the top plate can be improved.

附图说明Description of drawings

图1为本发明的顶托安装立体结构示意图;Fig. 1 is a schematic diagram of a three-dimensional structure for jacking installation of the present invention;

图2为本发明的缓冲横梁套接装配爆炸图;Fig. 2 is the exploded view of the sleeve assembly of the buffer beam of the present invention;

图3为本发明的内柱与外环套接立体结构示意图;Fig. 3 is a schematic diagram of the three-dimensional structure of the socket of the inner column and the outer ring of the present invention;

图4为本发明的延伸板与顶托装配立体结构示意图;Fig. 4 is a schematic diagram of the three-dimensional structure of the assembly of the extension plate and the jacking bracket of the present invention;

图5为本发明的支撑结构示意图;Fig. 5 is a schematic diagram of the supporting structure of the present invention;

图6为本发明的顶托结构示意图。Fig. 6 is a schematic diagram of the jacking structure of the present invention.

图中:1、底板;2、顶板;3、顶托;4、第一钢管;5、法兰盘;6、第二钢管;7、连杆;8、斜撑;9、延伸板;10、侧架;11、横杆;12、插块;13、弹簧;14、托板;15、下管;16、紧固螺栓;17、铰座;18、内柱;19、缓冲横梁;20、压块;21、螺纹套管;22、安装杆;23、延伸柱;24、连接螺栓;25、T形插槽;26、外环;27、安装孔;28、定位孔;29、限位盘;30、内螺纹;31、外螺纹;32、调节孔;33、开口槽;34、限位通孔。In the figure: 1. bottom plate; 2. top plate; 3. jacking; 4. first steel pipe; 5. flange; 6. second steel pipe; 7. connecting rod; 8. diagonal brace; 9. extension plate; 10 , side frame; 11, cross bar; 12, insert block; 13, spring; 14, supporting plate; 15, lower tube; 16, fastening bolt; 17, hinge seat; , pressing block; 21, threaded sleeve; 22, installation rod; 23, extension column; 24, connecting bolt; 25, T-shaped slot; 26, outer ring; 27, installation hole; 28, positioning hole; 29, limit 30, internal thread; 31, external thread; 32, adjustment hole; 33, opening slot; 34, limit through hole.

实施方式Implementation

下面将结合本发明实施例中的附图,对本发明实施例中的技术方案进行清楚、完整地描述,显然,所描述的实施例仅仅是本发明一部分实施例,而不是全部的实施例。基于本发明中的实施例,本领域普通技术人员在没有做出创造性劳动前提下所获得的所有其他实施例,都属于本发明保护的范围。The following will clearly and completely describe the technical solutions in the embodiments of the present invention with reference to the accompanying drawings in the embodiments of the present invention. Obviously, the described embodiments are only some, not all, embodiments of the present invention. Based on the embodiments of the present invention, all other embodiments obtained by persons of ordinary skill in the art without making creative efforts belong to the protection scope of the present invention.

请参阅图1至图6,本发明提供一种技术方案:Referring to Fig. 1 to Fig. 6, the present invention provides a technical solution:

实施例1:Example 1:

一种后浇带可周转大直径钢管支撑装置,支撑装置包括后浇带组件、顶托3和支撑组件。A support device for a large-diameter steel pipe that can be turned around by a post-cast belt. The support device includes a post-cast belt assembly, a jacking 3 and a support assembly.

后浇带组件包括底板1,左右对称的一对顶板2和位于相邻顶板2之间间隙的后浇带,顶板2与底板1之间设置有单排排列的多组支撑组件,支撑组件包括第一钢管4、第二钢管6和顶托3,第一钢管4、第二钢管6竖直连接并压合在底板1上,顶托3插接在第二钢管6上,第一钢管4和第二钢管6之间通过法兰盘5竖直固定连接,通过第一钢管4、第二钢管6和顶托3形成的竖直支撑组件,形成对顶板2和底板1之间的竖直支撑。The post-cast tape assembly includes a bottom plate 1, a pair of left-right symmetrical top plates 2 and a post-cast tape located in the gap between the adjacent top plates 2. There are multiple sets of support components arranged in a single row between the top plate 2 and the bottom plate 1. The support components include The first steel pipe 4, the second steel pipe 6 and the jacking 3, the first steel pipe 4, the second steel pipe 6 are vertically connected and pressed together on the base plate 1, the jacking 3 is inserted on the second steel pipe 6, the first steel pipe 4 It is vertically fixedly connected with the second steel pipe 6 through the flange 5, and the vertical support assembly formed by the first steel pipe 4, the second steel pipe 6 and the jacking 3 forms a vertical connection between the top plate 2 and the bottom plate 1. support.

顶托3包括托板14、下管15和内柱18,托板14贴合在顶板2的下端面,下管15的下端滑动插接在第二钢管6中,下管15的下端设置有前后贯穿的开口槽33,下管15的左右两侧贯穿设置有竖直线性分布的多组调节孔32,内柱18滑动套接在下管15的下端内腔中,内柱18上横向贯穿设置有定位孔28,内柱18的前后两侧沿开口槽33延伸至下管15的外侧并固定连接外环26,外环26固定连接第二钢管6的上端,定位孔28与调节孔32相对应,且定位孔28与调节孔32内插接有支撑销杆。The jacking 3 includes a supporting plate 14, a lower tube 15 and an inner column 18. The supporting plate 14 is attached to the lower end surface of the top plate 2, and the lower end of the lower tube 15 is slidably inserted into the second steel pipe 6. The lower end of the lower tube 15 is provided with a Open slots 33 that run through the front and rear, multiple sets of adjustment holes 32 that are distributed vertically and linearly through the left and right sides of the lower tube 15, the inner column 18 is slidably socketed in the inner cavity of the lower end of the lower tube 15, and the upper inner column 18 is horizontally penetrated. There are positioning holes 28, the front and rear sides of the inner column 18 extend to the outside of the lower tube 15 along the opening groove 33 and are fixedly connected to the outer ring 26, and the outer ring 26 is fixedly connected to the upper end of the second steel pipe 6, and the positioning holes 28 and the adjustment holes 32 correspond to each other. Corresponding, and the positioning hole 28 and the adjustment hole 32 are inserted with a support pin.

通过设置内柱18和开口槽33的配合,实现内柱18的向外侧延伸,进而使得内柱19与外环26连接,实现顶托3高度的调节,抬升顶托3使得托板14贴合顶板2的下端面,外环、内柱18由于重力压合在第二钢管6上端的连接盘上,外环26通过螺栓连接第二钢管6上端的连接盘,从而增强支撑装置对高度的适配性,配合支撑插销、定位孔28与调节孔32的对应,实现高度固定。By setting the cooperation between the inner column 18 and the opening groove 33, the inner column 18 is extended outward, and then the inner column 19 is connected with the outer ring 26, and the height of the jacking bracket 3 is adjusted, and the jacking bracket 3 is lifted so that the supporting plate 14 fits The lower end surface of the top plate 2, the outer ring and the inner column 18 are pressed on the connecting plate at the upper end of the second steel pipe 6 due to gravity, and the outer ring 26 is connected to the connecting plate at the upper end of the second steel pipe 6 by bolts, thereby enhancing the adaptability of the supporting device to the height. Matching, with the support pin, positioning hole 28 and the corresponding adjustment hole 32, the height is fixed.

实施2:Implementation 2:

在实施例1的基础上,为了实现外环26与内柱18的固定套接固定,本申请还具有在外环26的内壁与下管15的外壁之间留有间隙,内柱18的前后两侧对称设置有一对延伸柱23,延伸柱23沿开口槽33延伸至下管15的外侧,外环26的内壁设置有与开口槽33对应的T形插槽25,延伸柱23的端部插接在T形插槽25中,延伸柱23与外环26之间通过连接螺栓24固定连接。On the basis of Embodiment 1, in order to realize the fixed sleeve fixing of the outer ring 26 and the inner column 18, the present application also has a gap between the inner wall of the outer ring 26 and the outer wall of the lower tube 15, and the front and rear of the inner column 18 A pair of extension columns 23 are arranged symmetrically on both sides. The extension columns 23 extend to the outside of the lower tube 15 along the opening groove 33. The inner wall of the outer ring 26 is provided with a T-shaped slot 25 corresponding to the opening groove 33. The ends of the extension columns 23 Inserted into the T-shaped slot 25 , the extension column 23 and the outer ring 26 are fixedly connected by connecting bolts 24 .

通过延伸柱23与T形插槽25的配合,实现外环26与内柱18的限位套接,利用连接螺栓24实现固定,便于拆卸、安装。Through the cooperation of the extension column 23 and the T-shaped slot 25, the limit socket of the outer ring 26 and the inner column 18 is realized, and the fixing is realized by the connecting bolt 24, which is convenient for disassembly and installation.

实施3:Implementation 3:

在实施例2的基础上,为了提高支撑装置对后浇带宽度的适配,本申请还具有在托板14的左右两侧对称设置有一对侧架10,侧架10通过紧固螺栓16固定在托板14上,且侧架10的外侧通过横杆11连接有延伸板9,延伸板9贴合顶板2的下端面。On the basis of Embodiment 2, in order to improve the adaptation of the support device to the width of the post-cast tape, the present application also has a pair of side frames 10 symmetrically arranged on the left and right sides of the supporting plate 14, and the side frames 10 are fixed by fastening bolts 16 An extension plate 9 is connected to the support plate 14 and the outer side of the side frame 10 through a cross bar 11 , and the extension plate 9 is attached to the lower end surface of the top plate 2 .

通过延伸板9增大支撑面积,提高对宽度的适配性。The support area is enlarged by the extension plate 9, and the adaptability to the width is improved.

实施例4:Example 4:

在实施例3的基础上,为了实现对侧向支撑力的支撑,本申请还具有在侧架10的下端通过连杆7竖直连接有插块12,插块12上设置有限位通孔34,限位通孔34内横向滑动插接有缓冲横梁19,缓冲横梁19的端部和延伸板9的下端面均设置有铰座17,缓冲横梁19与延伸板9之间通过斜撑8连接,缓冲横梁19的另一端抵在外环26上,斜撑8的两端转动连接在铰座17上,缓冲横梁19的中间段外壁设置有限位盘29,限位盘29贴合插块12靠近外环26的一侧外壁。On the basis of Embodiment 3, in order to support the lateral support force, the application also has an insert block 12 vertically connected to the lower end of the side frame 10 through the connecting rod 7, and the insert block 12 is provided with a limiting through hole 34 , the limit through hole 34 is laterally slidably inserted with a buffer beam 19, the end of the buffer beam 19 and the lower end surface of the extension plate 9 are provided with a hinge seat 17, and the buffer beam 19 and the extension plate 9 are connected by a diagonal brace 8 , the other end of the buffer beam 19 rests on the outer ring 26, the two ends of the diagonal brace 8 are rotatably connected to the hinge seat 17, the outer wall of the middle section of the buffer beam 19 is provided with a limit plate 29, and the limit plate 29 fits the insert block 12 One side of the outer wall close to the outer ring 26 .

通过铰座17和斜撑8实现缓冲横梁19与延伸板9的连接,进而将延伸板9受到的压力作用在在缓冲横梁19上,通过缓冲横梁19作用在竖直连接的支撑组件上,增强了承压性能。The connection between the buffer beam 19 and the extension plate 9 is realized by the hinge seat 17 and the diagonal brace 8, and then the pressure on the extension plate 9 acts on the buffer beam 19, and the buffer beam 19 acts on the vertically connected support components to strengthen pressure performance.

实施:5:Implementation: 5:

在实施例4的基础上,由于顶板2靠近后浇带的一侧属于无支撑的自由端,在受力作用下,容易产生上下振动,本申请还具有在缓冲横梁19与外环26之间设置有压块20,压块20的端部设置有直角板,直角板上竖直设置有安装杆22,外环26上设置有左右对称的一对安装孔27,安装杆22沿安装孔27竖直贯穿外环26和第二钢管6上端的连接盘,且安装杆22的下端通过螺母固定,压块20的端部设置有外螺纹31,压块20与缓冲横梁19之间设置有螺纹套管21,螺纹套管21与限位盘29之间压合有弹簧13,弹簧13套接在缓冲横梁19上,缓冲横梁19的端部延伸插接在压块20的内腔中,通过缓冲横梁19的横向推进,进而挤压弹簧13,实现对支撑位置的振动进行缓冲。On the basis of Embodiment 4, since the side of the top plate 2 close to the post-casting belt is an unsupported free end, it is easy to vibrate up and down under the action of force. A briquetting block 20 is provided, the end of the briquetting block 20 is provided with a right-angle plate, and the right-angle plate is vertically provided with a mounting rod 22, and the outer ring 26 is provided with a pair of symmetrical mounting holes 27, and the mounting rod 22 is arranged along the mounting hole 27. Vertically through the connecting plate at the upper end of the outer ring 26 and the second steel pipe 6, and the lower end of the mounting rod 22 is fixed by a nut, the end of the briquetting block 20 is provided with an external thread 31, and a threaded thread is provided between the briquetting block 20 and the buffer beam 19 The sleeve 21, the spring 13 is pressed between the threaded sleeve 21 and the limit plate 29, the spring 13 is sleeved on the buffer beam 19, and the end of the buffer beam 19 is extended and inserted into the inner cavity of the pressure block 20, through The lateral advancement of the buffer beam 19 further compresses the spring 13 to buffer the vibration of the supporting position.

实施:6:Implementation: 6:

在实施例5的基础上,为了提高对缓冲韧性的调节,本申请还具有在螺纹套管21的一端内壁设置有内螺纹30,螺纹套管21通过内螺纹30和外螺纹31的配合转动安装在压块20上,螺纹套管21的另一端内壁贴合缓冲横梁19的外壁。On the basis of Embodiment 5, in order to improve the adjustment of the buffer toughness, the application also has an internal thread 30 on the inner wall of one end of the threaded sleeve 21, and the threaded sleeve 21 is installed through the cooperation of the internal thread 30 and the external thread 31. On the pressure block 20 , the inner wall of the other end of the threaded sleeve 21 is attached to the outer wall of the buffer beam 19 .

通过螺纹套管21的转动,达到对弹簧13的挤压,从而调节弹簧13的挤压弹性,控制缓冲横梁19的缓冲推进压力,从而达到对缓冲支撑的韧性调节。Through the rotation of the threaded sleeve 21, the spring 13 is squeezed, thereby adjusting the extrusion elasticity of the spring 13, and controlling the buffer pushing pressure of the buffer beam 19, so as to adjust the toughness of the buffer support.

一种根据上述的后浇带可周转大直径钢管支撑装置实现的使用方法,该使用方法包含以下步骤:A method of using the post-casting tape with a turnable large-diameter steel pipe support device described above, the method of using includes the following steps:

支撑组件组装,通过法兰盘5和连接盘实现第一钢管4、第二钢管6、顶托3的插接竖直安装,然后将第一钢管4的下端固定在底板1上;Assemble the supporting components, realize the vertical installation of the first steel pipe 4, the second steel pipe 6, and the jacking bracket 3 through the flange 5 and the connection plate, and then fix the lower end of the first steel pipe 4 on the bottom plate 1;

升降安装,将内柱18滑动插接在下管15的内腔中,通过延伸柱23与外环26的配合,实现内柱18与外环26的固定连接,外环26压合在第二钢管6的上端连接盘上,抬升顶托3使得托板14贴合顶板2的下端面;Lifting installation, the inner column 18 is slidably inserted into the inner cavity of the lower tube 15, through the cooperation of the extension column 23 and the outer ring 26, the fixed connection between the inner column 18 and the outer ring 26 is realized, and the outer ring 26 is pressed on the second steel pipe 6, lift the jacking 3 so that the supporting plate 14 fits the lower end surface of the top plate 2;

固定安装,通过定位孔28与调节孔32的对应,从而在定位孔28与调节孔32内插接支撑销杆,形成高度的调节固定;Fixed installation, through the correspondence between the positioning hole 28 and the adjustment hole 32, the support pin is inserted into the positioning hole 28 and the adjustment hole 32 to form a height adjustment and fixation;

延伸支撑,通过延伸板9、插块12和斜撑8的配合,形成侧向支撑,增大支撑面积;Extended support, through the cooperation of the extension plate 9, the insert block 12 and the diagonal brace 8, forms a lateral support and increases the support area;

支撑调节,通过螺纹实现螺纹套管21、压块20和缓冲横梁19之间的套接,从而在螺纹套管21的螺纹转动下,实现对弹簧13压力的调节,从而达到对缓冲横梁19横向压力的调节,达到对斜撑8侧向支撑力的调节,使得在顶板2靠近后浇带一侧的自由端支撑韧性增强。The support adjustment is to realize the socket connection between the threaded sleeve 21, the pressure block 20 and the buffer beam 19 through the thread, so that under the thread rotation of the threaded sleeve 21, the pressure adjustment of the spring 13 is realized, so as to achieve the horizontal adjustment of the buffer beam 19. The adjustment of the pressure can achieve the adjustment of the lateral support force of the diagonal brace 8, so that the toughness of the free end support on the side of the top plate 2 close to the post-casting belt is enhanced.

尽管已经示出和描述了本发明的实施例,对于本领域的普通技术人员而言,可以理解在不脱离本发明的原理和精神的情况下可以对这些实施例进行多种变化、修改、替换和变型,本发明的范围由所附权利要求及其等同物限定。Although the embodiments of the present invention have been shown and described, those skilled in the art can understand that various changes, modifications and substitutions can be made to these embodiments without departing from the principle and spirit of the present invention. and modifications, the scope of the invention is defined by the appended claims and their equivalents.

Claims (4)

1.一种后浇带可周转大直径钢管支撑装置,其特征在于:所述支撑装置包括:1. A support device for a large-diameter steel pipe with a post-casting belt, characterized in that: the support device includes: 后浇带组件,所述后浇带组件包括底板(1),左右对称的一对顶板(2)和位于相邻顶板(2)之间间隙的后浇带,顶板(2)与底板(1)之间设置有单排排列的多组支撑组件;A post-cast tape assembly, the post-cast tape assembly includes a bottom plate (1), a pair of left-right symmetrical top plates (2) and a post-cast tape located in the gap between adjacent top plates (2), the top plate (2) and the bottom plate (1 ) are provided with multiple sets of support components arranged in a single row; 所述支撑组件包括第一钢管(4)、第二钢管(6)和顶托(3),所述第一钢管(4)、第二钢管(6)竖直连接并压合在底板(1)上,所述顶托(3)插接在第二钢管(6)上;The support assembly includes a first steel pipe (4), a second steel pipe (6) and a jacking bracket (3), and the first steel pipe (4) and the second steel pipe (6) are vertically connected and pressed together on the bottom plate (1 ), the jacking bracket (3) is plugged into the second steel pipe (6); 顶托(3),所述顶托(3)包括托板(14)、下管(15)和内柱(18),所述托板(14)贴合在顶板(2)的下端面,所述下管(15)的下端滑动插接在第二钢管(6)中,下管(15)的下端设置有前后贯穿的开口槽(33),下管(15)的左右两侧贯穿设置有竖直线性分布的多组调节孔(32),所述内柱(18)滑动套接在下管(15)的下端内腔中,内柱(18)上横向贯穿设置有定位孔(28),内柱(18)的前后两侧沿开口槽(33)延伸至下管(15)的外侧并固定连接外环(26),所述外环(26)固定连接第二钢管(6)的上端,所述定位孔(28)与调节孔(32)相对应,且定位孔(28)与调节孔(32)内插接有支撑销杆;Jacking (3), the jacking (3) includes a supporting plate (14), a lower tube (15) and an inner column (18), the supporting plate (14) is attached to the lower end surface of the top plate (2), The lower end of the lower tube (15) is slidably inserted into the second steel pipe (6), the lower end of the lower tube (15) is provided with an open slot (33) that runs through the front and back, and the left and right sides of the lower tube (15) are set through There are multiple sets of adjustment holes (32) distributed vertically and linearly. The inner column (18) is slidably socketed in the inner cavity at the lower end of the lower tube (15), and a positioning hole (28) is arranged transversely on the inner column (18). , the front and rear sides of the inner column (18) extend to the outside of the lower tube (15) along the open groove (33) and are fixedly connected to the outer ring (26), and the outer ring (26) is fixedly connected to the second steel pipe (6) At the upper end, the positioning hole (28) corresponds to the adjustment hole (32), and a support pin is inserted into the positioning hole (28) and the adjustment hole (32); 所述托板(14)的左右两侧对称设置有一对侧架(10),所述侧架(10)通过紧固螺栓(16)固定在托板(14)上,且侧架(10)的外侧通过横杆(11)连接有延伸板(9),所述延伸板(9)贴合顶板(2)的下端面,所述侧架(10)的下端通过连杆(7)竖直连接有插块(12),插块(12)上设置有限位通孔(34),所述限位通孔(34)内横向滑动插接有缓冲横梁(19),所述缓冲横梁(19)的端部和延伸板(9)的下端面均设置有铰座(17),缓冲横梁(19)与延伸板(9)之间通过斜撑(8)连接,缓冲横梁(19)的另一端抵在外环(26)上,所述斜撑(8)的两端转动连接在铰座(17)上,所述缓冲横梁(19)的中间段外壁设置有限位盘(29),所述限位盘(29)贴合插块(12)靠近外环(26)的一侧外壁,所述缓冲横梁(19)与外环(26)之间设置有压块(20),所述压块(20)的端部设置有直角板,直角板上竖直设置有安装杆(22),外环(26)上设置有左右对称的一对安装孔(27),所述安装杆(22)沿安装孔(27)竖直贯穿外环(26)和第二钢管(6)上端的连接盘,且安装杆(22)的下端通过螺母固定,所述压块(20)的端部设置有外螺纹(31),压块(20)与缓冲横梁(19)之间设置有螺纹套管(21),所述螺纹套管(21)的一端内壁设置有内螺纹(30),螺纹套管(21)通过内螺纹(30)和外螺纹(31)的配合转动安装在压块(20)上,螺纹套管(21)的另一端内壁贴合缓冲横梁(19)的外壁,所述螺纹套管(21)与限位盘(29)之间压合有弹簧(13),所述弹簧(13)套接在缓冲横梁(19)上,缓冲横梁(19)的端部延伸插接在压块(20)的内腔中。A pair of side frames (10) are symmetrically arranged on the left and right sides of the supporting plate (14), and the side frames (10) are fixed on the supporting plate (14) by fastening bolts (16), and the side frames (10) The outer side of the side frame (10) is connected with an extension plate (9) through a cross bar (11). A plug-in block (12) is connected, and a limiting through hole (34) is arranged on the plug-in block (12), and a buffer beam (19) is inserted laterally in the limiting through-hole (34), and the buffer beam (19) ) and the lower end surface of the extension plate (9) are provided with a hinge seat (17), the buffer beam (19) and the extension plate (9) are connected by a diagonal brace (8), the other buffer beam (19) One end rests on the outer ring (26), the two ends of the diagonal brace (8) are rotatably connected to the hinge seat (17), and the outer wall of the middle section of the buffer beam (19) is provided with a limit plate (29). The limit plate (29) fits the outer wall of the insert block (12) close to the outer ring (26), and a pressure block (20) is arranged between the buffer beam (19) and the outer ring (26). The end of the briquetting block (20) is provided with a right-angle plate, and a mounting rod (22) is vertically provided on the right-angle board, and a pair of left-right symmetrical mounting holes (27) are provided on the outer ring (26), and the mounting rod ( 22) Vertically pass through the outer ring (26) and the connection plate at the upper end of the second steel pipe (6) along the installation hole (27), and the lower end of the installation rod (22) is fixed by a nut, and the end of the pressure block (20) An external thread (31) is provided, a threaded sleeve (21) is provided between the pressure block (20) and the buffer beam (19), and an internal thread (30) is provided on the inner wall of one end of the threaded sleeve (21). The casing (21) is installed on the pressure block (20) through the cooperation and rotation of the internal thread (30) and the external thread (31), and the inner wall of the other end of the threaded casing (21) is attached to the outer wall of the buffer beam (19). A spring (13) is pressed between the threaded sleeve (21) and the limit plate (29), the spring (13) is sleeved on the buffer beam (19), and the end of the buffer beam (19) is extended and inserted Be connected in the inner chamber of briquetting block (20). 2.根据权利要求1所述的一种后浇带可周转大直径钢管支撑装置,其特征在于:所述第一钢管(4)和第二钢管(6)之间通过法兰盘(5)竖直固定连接,所述外环(26)通过螺栓连接第二钢管(6)上端的连接盘,外环(26)的内壁与下管(15)的外壁之间留有间隙。2. A post-cast belt turnable large-diameter steel pipe support device according to claim 1, characterized in that: a flange (5) is passed between the first steel pipe (4) and the second steel pipe (6) Vertically fixedly connected, the outer ring (26) is connected to the connecting plate at the upper end of the second steel pipe (6) by bolts, and there is a gap between the inner wall of the outer ring (26) and the outer wall of the lower pipe (15). 3.根据权利要求2所述的一种后浇带可周转大直径钢管支撑装置,其特征在于:所述内柱(18)的前后两侧对称设置有一对延伸柱(23),所述延伸柱(23)沿开口槽(33)延伸至下管(15)的外侧,所述外环(26)的内壁设置有与开口槽(33)对应的T形插槽(25),延伸柱(23)的端部插接在T形插槽(25)中,延伸柱(23)与外环(26)之间通过连接螺栓(24)固定连接。3. A post-casting belt turnaround large-diameter steel pipe support device according to claim 2, characterized in that: a pair of extension columns (23) are symmetrically arranged on the front and rear sides of the inner column (18), and the extension columns (23) The column (23) extends to the outside of the lower tube (15) along the opening slot (33), and the inner wall of the outer ring (26) is provided with a T-shaped slot (25) corresponding to the opening slot (33), and the extension column ( The end of 23) is inserted into the T-shaped slot (25), and the extension column (23) and the outer ring (26) are fixedly connected by connecting bolts (24). 4.一种根据权利要求1-3中任意一项所述的后浇带可周转大直径钢管支撑装置实现的使用方法,其特征在于:该使用方法包含以下步骤:4. A method of using the post-casting belt turnable large-diameter steel pipe support device according to any one of claims 1-3, characterized in that: the method of use comprises the following steps: 支撑组件组装,通过法兰盘(5)实现第一钢管(4)、第二钢管(6)、顶托(3)的插接竖直安装,然后将第一钢管(4)的下端固定在底板(1)上;Assemble the supporting components, realize the vertical installation of the first steel pipe (4), the second steel pipe (6), and the jacking bracket (3) through the flange (5), and then fix the lower end of the first steel pipe (4) on the on the bottom plate (1); 升降安装,将内柱(18)滑动插接在下管(15)的内腔中,通过延伸柱(23)与外环(26)的配合,实现内柱(18)与外环(26)的固定连接,外环(26)压合在第二钢管(6)的上端连接盘上,抬升顶托(3)使得托板(14)贴合顶板(2)的下端面;For lifting installation, slide the inner column (18) into the inner cavity of the lower tube (15), and through the cooperation of the extension column (23) and the outer ring (26), the inner column (18) and the outer ring (26) are realized. Fixed connection, the outer ring (26) is pressed on the upper connection plate of the second steel pipe (6), and the jacking (3) is lifted so that the supporting plate (14) fits the lower end surface of the top plate (2); 固定安装,通过定位孔(28)与调节孔(32)的对应,从而在定位孔(28)与调节孔(32)内插接支撑销杆,形成高度的调节固定;Fixed installation, through the correspondence between the positioning hole (28) and the adjustment hole (32), the support pin is inserted into the positioning hole (28) and the adjustment hole (32), forming a height adjustment and fixing; 延伸支撑,通过延伸板(9)、插块(12)和斜撑(8)的配合,形成侧向支撑,增大支撑面积;Extended support, through the cooperation of the extension plate (9), the insert block (12) and the diagonal brace (8), forms a lateral support and increases the support area; 支撑调节,通过螺纹实现螺纹套管(21)、压块(20)和缓冲横梁(19)之间的套接,从而在螺纹套管(21)的螺纹转动下,实现对弹簧(13)压力的调节,从而达到对缓冲横梁(19)横向压力的调节,达到对斜撑(8)侧向支撑力的调节,使得在顶板(2)靠近后浇带一侧的自由端支撑韧性增强。Support adjustment, realize the socket connection between the threaded sleeve (21), the pressure block (20) and the buffer beam (19) through the thread, so that the pressure on the spring (13) can be realized under the thread rotation of the threaded sleeve (21) Adjustment, so as to achieve the adjustment of the lateral pressure of the buffer beam (19), and the adjustment of the lateral support force of the diagonal brace (8), so that the toughness of the free end support on the side of the top plate (2) close to the post-casting belt is enhanced.
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* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN120945997B (en) * 2025-10-13 2026-02-17 中建三局集团有限公司 Modularized steel structure frame node connection structure and connection method thereof

Citations (29)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE2628924A1 (en) * 1976-06-28 1977-12-29 Acrow Wolff Gmbh Support column for scaffolding - has nut movable along threaded portion of outer tube with slot to receive radial pin projecting from inner tube
DE4139759A1 (en) * 1991-12-03 1993-06-09 Robert Bosch Gmbh, 7000 Stuttgart, De UP MILL
JP2000054651A (en) * 1998-07-31 2000-02-22 Koyo Kikai Sangyo Kk Pipe support
JP2002021827A (en) * 2000-07-05 2002-01-23 Nippon Clean Engine Lab Co Ltd Method of continuously adjusting length of support pillar and small diameter tube with groove-like part
CN201632952U (en) * 2010-01-20 2010-11-17 浙江金港船业股份有限公司 Ship sectional adjustable lifting supporting device
CN206987427U (en) * 2017-07-24 2018-02-09 远安建设有限责任公司 A kind of prefabrication combined type adjustable support frame
CN207296390U (en) * 2017-10-20 2018-05-01 郑州天维模板有限公司 Form bracing system jacking
CN108643567A (en) * 2017-09-04 2018-10-12 河南城建学院 The adjustable support construction of building template
CN208039899U (en) * 2018-03-27 2018-11-02 张磊 A kind of supporting rack for building
CN110453935A (en) * 2019-08-26 2019-11-15 夏勇 A kind of building support convenient for adjusting
CN209760787U (en) * 2019-02-13 2019-12-10 中建八局第一建设有限公司 A post-cast belt support structure that can be used in turnaround
CN110778148A (en) * 2019-11-20 2020-02-11 湖南安华消防有限公司 Safety support device for construction
CN210239153U (en) * 2019-05-17 2020-04-03 山东华邦建设集团有限公司 Adjustable post-cast strip side form support frame
CN210370008U (en) * 2019-08-06 2020-04-21 中亿丰建设集团股份有限公司 Crossbeam strutting arrangement for construction
CN211103924U (en) * 2019-11-15 2020-07-28 湖南工业大学 A car tire preservation device based on the principle of bolt fixing
CN211242622U (en) * 2019-12-09 2020-08-14 徐州幼儿师范高等专科学校 Multi-angle art painting display device
CN211313480U (en) * 2019-09-09 2020-08-21 山东新城建工股份有限公司 Building support
CN211475344U (en) * 2019-12-09 2020-09-11 徐州幼儿师范高等专科学校 Multi-angle supporting device
KR102156424B1 (en) * 2020-06-07 2020-09-15 김덕수 Apparatus for Supporting Pipe
CN211572726U (en) * 2019-09-17 2020-09-25 晏尚文 Support frame for construction convenient to adjust shrink
CN211691617U (en) * 2019-10-12 2020-10-16 田昱峰 Interior supporting structure of building block
CN111946983A (en) * 2020-06-19 2020-11-17 窦崧 Monitoring display support frame for monitoring equipment
KR102200514B1 (en) * 2020-07-13 2021-01-07 차현남 One-way c.p.m jack having earthquake-proof function using for intensity reinforce mathod for bridge bearing and lifting method for structure using the same
CN112302369A (en) * 2020-10-23 2021-02-02 孙菲菲 Building engineering strutting arrangement
CN113062628A (en) * 2021-03-29 2021-07-02 浙江省东阳市江南建设有限公司 Support arrangement for steel house building
CN113529788A (en) * 2021-07-17 2021-10-22 南京桥新建设有限公司 Basement roof post-cast strip bearing structure
CN214835077U (en) * 2021-07-27 2021-11-23 中国建筑第二工程局有限公司 A consolidate bearing structure for building engineering
CN214885535U (en) * 2021-01-29 2021-11-26 王博 Building platform support frame
CN215717249U (en) * 2021-06-18 2022-02-01 中建八局第一建设有限公司 Novel assembled combination steel-pipe column

Patent Citations (29)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE2628924A1 (en) * 1976-06-28 1977-12-29 Acrow Wolff Gmbh Support column for scaffolding - has nut movable along threaded portion of outer tube with slot to receive radial pin projecting from inner tube
DE4139759A1 (en) * 1991-12-03 1993-06-09 Robert Bosch Gmbh, 7000 Stuttgart, De UP MILL
JP2000054651A (en) * 1998-07-31 2000-02-22 Koyo Kikai Sangyo Kk Pipe support
JP2002021827A (en) * 2000-07-05 2002-01-23 Nippon Clean Engine Lab Co Ltd Method of continuously adjusting length of support pillar and small diameter tube with groove-like part
CN201632952U (en) * 2010-01-20 2010-11-17 浙江金港船业股份有限公司 Ship sectional adjustable lifting supporting device
CN206987427U (en) * 2017-07-24 2018-02-09 远安建设有限责任公司 A kind of prefabrication combined type adjustable support frame
CN108643567A (en) * 2017-09-04 2018-10-12 河南城建学院 The adjustable support construction of building template
CN207296390U (en) * 2017-10-20 2018-05-01 郑州天维模板有限公司 Form bracing system jacking
CN208039899U (en) * 2018-03-27 2018-11-02 张磊 A kind of supporting rack for building
CN209760787U (en) * 2019-02-13 2019-12-10 中建八局第一建设有限公司 A post-cast belt support structure that can be used in turnaround
CN210239153U (en) * 2019-05-17 2020-04-03 山东华邦建设集团有限公司 Adjustable post-cast strip side form support frame
CN210370008U (en) * 2019-08-06 2020-04-21 中亿丰建设集团股份有限公司 Crossbeam strutting arrangement for construction
CN110453935A (en) * 2019-08-26 2019-11-15 夏勇 A kind of building support convenient for adjusting
CN211313480U (en) * 2019-09-09 2020-08-21 山东新城建工股份有限公司 Building support
CN211572726U (en) * 2019-09-17 2020-09-25 晏尚文 Support frame for construction convenient to adjust shrink
CN211691617U (en) * 2019-10-12 2020-10-16 田昱峰 Interior supporting structure of building block
CN211103924U (en) * 2019-11-15 2020-07-28 湖南工业大学 A car tire preservation device based on the principle of bolt fixing
CN110778148A (en) * 2019-11-20 2020-02-11 湖南安华消防有限公司 Safety support device for construction
CN211475344U (en) * 2019-12-09 2020-09-11 徐州幼儿师范高等专科学校 Multi-angle supporting device
CN211242622U (en) * 2019-12-09 2020-08-14 徐州幼儿师范高等专科学校 Multi-angle art painting display device
KR102156424B1 (en) * 2020-06-07 2020-09-15 김덕수 Apparatus for Supporting Pipe
CN111946983A (en) * 2020-06-19 2020-11-17 窦崧 Monitoring display support frame for monitoring equipment
KR102200514B1 (en) * 2020-07-13 2021-01-07 차현남 One-way c.p.m jack having earthquake-proof function using for intensity reinforce mathod for bridge bearing and lifting method for structure using the same
CN112302369A (en) * 2020-10-23 2021-02-02 孙菲菲 Building engineering strutting arrangement
CN214885535U (en) * 2021-01-29 2021-11-26 王博 Building platform support frame
CN113062628A (en) * 2021-03-29 2021-07-02 浙江省东阳市江南建设有限公司 Support arrangement for steel house building
CN215717249U (en) * 2021-06-18 2022-02-01 中建八局第一建设有限公司 Novel assembled combination steel-pipe column
CN113529788A (en) * 2021-07-17 2021-10-22 南京桥新建设有限公司 Basement roof post-cast strip bearing structure
CN214835077U (en) * 2021-07-27 2021-11-23 中国建筑第二工程局有限公司 A consolidate bearing structure for building engineering

Non-Patent Citations (4)

* Cited by examiner, † Cited by third party
Title
Fabrication of ulcer-adhesive oral keratin hydrogel for gastric ulcer healing in a rat;null;Regenerative Biomaterials;第8卷(第2期);全文 *
Hong Liu;Qian-ting Hu;Jin-an WangJian-gong Li.Analysis on stability of pillar and stiff roof system in the gob area.Journal of Coal Science&amp Engineering (China).2009,第15卷(第2期),全文. *
杭州铁路东站广场综合体结构设计;宋峰;许敏;王剑;赵福令;;建筑结构(第11期);全文 *
桥梁防落、防撞装置优化设计;林政园;王雪锋;;中国水运(下半月)(第04期);全文 *

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