CN117071944A - A column-free temporary support device for factory buildings - Google Patents

A column-free temporary support device for factory buildings Download PDF

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Publication number
CN117071944A
CN117071944A CN202311241014.8A CN202311241014A CN117071944A CN 117071944 A CN117071944 A CN 117071944A CN 202311241014 A CN202311241014 A CN 202311241014A CN 117071944 A CN117071944 A CN 117071944A
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pair
threaded
hydraulic push
support
rod
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夏红学
赵磊
周张生
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Anhui Construction Engineering Co ltd
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Anhui Construction Engineering Co ltd
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Priority to CN202311241014.8A priority Critical patent/CN117071944A/en
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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

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Mechanical Engineering (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)

Abstract

The application relates to the technical field of constructional engineering, and particularly discloses a temporary stand column-free supporting device for a factory building, which comprises a supporting frame and a pair of electric hydraulic push rods; the support frame is arranged between two steel beams below the floor support plate to be supported; the pair of electric hydraulic push rods are respectively arranged on two steel beams below the floor support plate to be supported, the output ends of the pair of electric hydraulic push rods are respectively detachably connected with the bottom surfaces of the two ends of the support frame, and the expansion and contraction directions of the electric hydraulic push rods are consistent with the direction of the floor support plate to be supported; the top surface of the support frame is provided with a pair of jacks; the lifting direction of the pair of jacks is consistent with the direction of the floor support plate to be supported; install temporary support device on the girder steel of building carrier plate bottom, realize the temporary support to the building carrier plate through the cooperation work of electronic hydraulic push rod, support frame and jack, reduce the trouble that adopts vertical scaffold to carry out temporary support, improve work efficiency.

Description

一种厂房用免立柱临时支撑装置A column-free temporary support device for factory buildings

技术领域Technical field

本发明涉及建筑工程技术领域,尤其是涉及一种厂房用免立柱临时支撑装置。The invention relates to the technical field of construction engineering, and in particular to a column-free temporary support device for factory buildings.

背景技术Background technique

随着钢结构建筑的迅速发展,工程建设对工期提出了更高的要求,钢结构构件的工厂化生产满足了项目需求,与此同时普通的混凝土楼板也逐渐被钢筋桁架楼承板所取代,在钢框架结构厂房的楼板施工过程中,钢筋桁架楼承板可以直接在钢梁上安装,只需要经过绑扎、焊接,便可以进行混凝土浇筑,相较于传统现浇混凝土楼板,具有施工快、节约成本等优点。With the rapid development of steel structure buildings, engineering construction has put forward higher requirements for the construction period. The factory production of steel structure components meets the project needs. At the same time, ordinary concrete floor slabs are gradually replaced by steel truss floor decks. During the floor construction process of steel frame structure factory buildings, the steel truss floor deck can be installed directly on the steel beams. Concrete can be poured only after binding and welding. Compared with traditional cast-in-situ concrete floor slabs, it has the advantages of fast construction and Cost saving and other advantages.

现有技术中,在钢筋桁架楼承板施工过程中,由于部分楼承板的跨度较大设置临时支撑装置来保证浇筑的安全性,目前施工现场多采用竖向脚手架进行临时支撑,但是脚手架的搭设需要等待下层混凝土初凝,无法实现多层同时施工,并且搭设周期长,搭拆工序繁琐。In the existing technology, during the construction process of steel truss floor decks, due to the large span of some floor decks, temporary support devices are installed to ensure the safety of pouring. At present, vertical scaffolding is mostly used at construction sites for temporary support, but the scaffolding The erection requires waiting for the initial setting of the lower concrete, which makes it impossible to construct multiple layers at the same time. The erection cycle is long and the erection and dismantling process is cumbersome.

发明内容Contents of the invention

本申请提供一种厂房用免立柱临时支撑装置,具有减小采用竖向脚手架进行临时支撑的麻烦,便于实现多层同时施工,提高工作效率。This application provides a column-free temporary support device for factory buildings, which reduces the trouble of using vertical scaffolding for temporary support, facilitates multi-layer construction at the same time, and improves work efficiency.

本申请提供的一种厂房用免立柱临时支撑装置,采用如下的技术方案:This application provides a column-free temporary support device for factory buildings, which adopts the following technical solution:

一种厂房用免立柱临时支撑装置,包括支撑架和一对电动液压推杆;所述支撑架安装在需要支撑的楼承板下方的两钢梁之间;一对所述电动液压推杆分别安装在需要支撑的楼承板下方的两钢梁上,一对电动液压推杆的输出端分别与支撑架两端的底面可拆卸连接,电动液压推杆的伸缩方向与楼承板需要支撑的方向一致;所述支撑架顶面设置有一对千斤顶;一对所述千斤顶的顶升方向与楼承板需要支撑的方向一致。A column-free temporary support device for factory buildings, including a support frame and a pair of electro-hydraulic push rods; the support frame is installed between two steel beams below the floor deck that needs to be supported; the pair of electro-hydraulic push rods are respectively Installed on two steel beams under the floor deck that needs to be supported, the output ends of a pair of electro-hydraulic push rods are detachably connected to the bottom surfaces of both ends of the support frame. The telescopic direction of the electro-hydraulic push rods is consistent with the direction of the floor deck that needs to be supported. Consistent; a pair of jacks is provided on the top surface of the support frame; the lifting direction of the pair of jacks is consistent with the direction in which the floor deck needs to be supported.

通过采用上述技术方案,将连接有电动液压推杆的支撑架安装在两钢梁之间的位置,在对楼承板进行临时支撑时,启动电动液压推杆带动支撑架上移并调整千斤顶的伸缩高度实现对楼承板的临时支撑,通过电动液压推杆、支撑架和千斤顶的配合工作可便捷实现对楼承板的临时支撑,装置的连接方式简单便捷、便于拆卸,减小了采用脚手架进行支撑的麻烦,提高了施工效率。By adopting the above technical solution, the support frame connected to the electro-hydraulic push rod is installed between the two steel beams. When temporarily supporting the floor deck, the electro-hydraulic push rod is started to drive the support frame to move upward and the jack is adjusted. The telescopic height realizes the temporary support of the floor deck. Through the cooperation of the electro-hydraulic push rod, support frame and jack, the temporary support of the floor deck can be easily realized. The connection method of the device is simple, convenient and easy to disassemble, reducing the need for scaffolding. Eliminates the hassle of bracing and improves construction efficiency.

优选的,所述支撑架包括连接板和一对支撑梁;所述连接板靠近电动液压推杆的两端面上均设置有插孔;一对所述支撑梁一端分别滑动连接在两插孔内侧壁上,两支撑梁远离连接板的端部均伸至连接板外;一对所述电动液压推杆输出端分别与两支撑梁伸至连接板外的端部底面可拆卸连接;一对所述千斤顶分别设置在一对支撑梁顶面上;所述连接板内设置有可驱使一对支撑梁相向或相背运动的推动机构。Preferably, the support frame includes a connecting plate and a pair of support beams; jack holes are provided on both end surfaces of the connecting plate close to the electro-hydraulic push rod; one end of the pair of support beams is slidingly connected to the inside of the two jack holes. On the wall, the ends of the two support beams away from the connecting plate extend out of the connecting plate; a pair of the electro-hydraulic push rod output ends are detachably connected to the bottom surfaces of the ends of the two supporting beams extending out of the connecting plate; a pair of the The jacks are respectively arranged on the top surfaces of a pair of support beams; a pushing mechanism is provided in the connecting plate to drive the pair of support beams to move toward or away from each other.

通过采用上述技术方案,推动机构可驱使一对支撑梁相向或者相背运动,从而实现两支撑梁伸出连接板外的距离,进而实现支撑架水平长度的调节,便于使得支撑架能够用于不同跨度楼承板的临时支撑,从而扩大了装置的适用范围。By adopting the above technical solution, the pushing mechanism can drive a pair of support beams to move towards or away from each other, thereby realizing the distance between the two support beams extending out of the connecting plate, thereby realizing the adjustment of the horizontal length of the support frame, so that the support frame can be used in different applications. Temporary support for span floor decking, thereby expanding the scope of application of the device.

优选的,所述连接板内设置有位于两插孔之间位置的空腔;所述推动机构包括丝杆和旋转轴;所述丝杆转动连接在空腔内侧壁上,丝杆两端分别伸至两插孔内;一对所述支撑梁分别套设在丝杆两端部,支撑梁与丝杆螺纹传动配合;所述丝杆上与两支撑梁配合的螺纹呈对称螺纹设置;所述旋转轴转动连接在空腔顶端内侧壁上,旋转轴底端固接有第一锥齿轮;所述丝杆外侧壁上固接有与第一锥齿轮啮合的第二锥齿轮;所述旋转轴顶端伸至连接板顶部,旋转轴顶端固接有手轮;所述手轮上设置有可阻止旋转轴转动的固定件。Preferably, the connecting plate is provided with a cavity located between two jack holes; the pushing mechanism includes a screw rod and a rotating shaft; the screw rod is rotationally connected to the inner wall of the cavity, and the two ends of the screw rod are respectively Extending into the two jacks; a pair of the support beams are respectively sleeved on both ends of the screw rod, and the support beams are threaded and matched with the screw rod; the threads on the screw rod that match the two support beams are arranged in symmetrical threads; so The rotating shaft is rotatably connected to the inner wall of the top of the cavity, and a first bevel gear is fixed to the bottom end of the rotating shaft; a second bevel gear meshing with the first bevel gear is fixed to the outer wall of the screw rod; the rotating shaft The top end of the shaft extends to the top of the connecting plate, and a handwheel is fixedly connected to the top end of the rotating shaft; the handwheel is provided with a fixing piece that can prevent the rotation of the rotating shaft.

通过采用上述技术方案,在需要调节支撑架的长度,通过转动手轮带动旋转轴和第一锥齿轮转动,在第一锥齿轮和第二锥齿轮啮合配合下,旋转轴带动丝杆转动,丝杆转动过程中驱使两支撑梁进行相向或相背的运动,改变两支撑梁伸出连接板外的长度,实现支撑架整体长度的调节,再通过固定件对旋转轴进行锁定,使支撑架长度保持不变。By adopting the above technical solution, when the length of the support frame needs to be adjusted, the rotating shaft and the first bevel gear are driven to rotate by turning the handwheel. With the meshing cooperation of the first bevel gear and the second bevel gear, the rotating shaft drives the screw rod to rotate. During the rotation of the rod, the two support beams are driven to move toward or away from each other, changing the length of the two support beams extending out of the connecting plate, thereby adjusting the overall length of the support frame, and then locking the rotation axis through the fixing piece to adjust the length of the support frame. constant.

优选的,所述手轮顶面设置有螺纹通孔;所述固定件包括螺纹插杆;所述螺纹插杆螺纹连接在螺纹通孔内侧壁上;所述连接板顶面对应螺纹通孔的位置设置有凹孔;所述螺纹插杆可穿过螺纹通孔伸至凹孔内。Preferably, the top surface of the handwheel is provided with a threaded through hole; the fixing member includes a threaded insertion rod; the threaded insertion rod is threadedly connected to the inner wall of the threaded through hole; and the top surface of the connecting plate corresponds to the threaded through hole. A concave hole is provided at the position; the threaded insertion rod can extend into the concave hole through the threaded through hole.

通过采用上述技术方案,在需要对旋转轴进行锁定时,旋转螺纹插杆使得螺纹插杆逐渐下移嵌入凹孔内实现旋转轴的锁定;当需要调节支撑架的长度时,反向转动螺纹插杆使得螺纹插杆逐渐上移从凹孔中伸出,进而便于工作人员旋转手轮进行支撑架长度的调节。By adopting the above technical solution, when the rotating shaft needs to be locked, the threaded inserting rod is rotated so that the threaded inserting rod gradually moves down and is inserted into the concave hole to lock the rotating shaft; when the length of the support frame needs to be adjusted, the threaded inserting rod is rotated in the reverse direction. The rod causes the threaded insertion rod to gradually move upward and protrude from the concave hole, thereby making it easier for the staff to rotate the handwheel to adjust the length of the support frame.

优选的,一对所述支撑梁顶面均设置有滑槽;一对所述滑槽内侧壁上均滑动连接有滑块;一对所述千斤顶分别安装在一对滑块顶面;一对所述滑槽内均设置有用于固定滑块的锁止件。Preferably, a pair of support beams are provided with chute on the top surface; a pair of slide blocks are slidably connected to the inner walls of the pair of chute; a pair of jacks are respectively installed on the top surface of a pair of slide blocks; Locking parts for fixing the slider are provided in the chute.

通过采用上述技术方案,移动滑块带动千斤顶进行水平方向上的移动,促使千斤顶对楼承板的支撑点位置可依据需要进行改变,待滑块移动至指定位置时,通过锁止件对滑块进行锁止,促使滑块保持稳定不易移动。By adopting the above technical solution, the moving slider drives the jack to move in the horizontal direction, so that the position of the jack's support point on the floor deck can be changed according to needs. When the slider moves to the designated position, the locking piece is used to lock the slider. Locking is performed to keep the slider stable and difficult to move.

优选的,所述滑块上设置让位孔;所述锁止件包括螺纹杆和一对锁紧螺母;所述螺纹杆固接在滑槽内侧壁上,螺纹杆沿滑块滑动方向设置穿过贯穿让位孔;所述滑块可沿螺纹杆轴线方向滑动;一对所述锁紧螺母套设在螺纹杆外部与螺纹杆螺纹配合,一对锁紧螺母分别位于滑块相互远离的两侧。Preferably, a relief hole is provided on the slider; the locking member includes a threaded rod and a pair of locking nuts; the threaded rod is fixed on the inner wall of the chute, and the threaded rod is provided through the slider along the sliding direction. Through the through relief hole; the slider can slide along the axis direction of the threaded rod; a pair of locking nuts are sleeved on the outside of the threaded rod to match the threaded rod thread, and a pair of locking nuts are located on two sides of the slider away from each other. side.

通过采用上述技术方案,当滑块在滑槽内沿着螺纹杆轴线方向移动至指定位置后,旋转位于滑块两侧的锁紧螺母,促使两锁紧螺母与滑块两侧紧贴对滑块进行夹紧,使得滑块在水平方向上不易滑动保持稳定。By adopting the above technical solution, when the slide block moves to a designated position along the axis of the threaded rod in the slide groove, the lock nuts located on both sides of the slide block are rotated, causing the two lock nuts to be in close contact with both sides of the slide block. The block is clamped so that the slider is not easy to slide in the horizontal direction and remains stable.

优选的,所述滑槽呈燕尾状;所述滑块呈与滑槽内壁配合的燕尾状。Preferably, the chute is in a dovetail shape; and the slider is in a dovetail shape that matches the inner wall of the chute.

通过采用上述技术方案,将滑块和滑槽设置为相配合的燕尾状使得滑块在竖直方向上不易产生位移,降低滑块发生倾斜的可能性。By adopting the above technical solution, the slider and the chute are arranged in a matching dovetail shape so that the slider is less likely to be displaced in the vertical direction and reduces the possibility of the slider tilting.

优选的,所述千斤顶的顶面上均设置有垫板。Preferably, the top surface of the jack is provided with a backing plate.

通过采用上述技术方案,垫板的设置可增大千斤顶与楼承板接触部位的面积,降低发生压力集中的可能性,有助于千斤顶更好的对楼承板进行支撑。By adopting the above technical solution, the setting of the backing plate can increase the contact area between the jack and the floor deck, reduce the possibility of pressure concentration, and help the jack to better support the floor deck.

优选的,所述电动液压推杆输出端固接有第一固定板;所述第一固定板上设置有实现第一固定板与支撑梁可拆卸连接的第一螺栓件。Preferably, the output end of the electro-hydraulic push rod is fixedly connected with a first fixing plate; the first fixing plate is provided with a first bolt for detachable connection between the first fixing plate and the support beam.

通过采用上述技术方案,第一固定板上设置的第一螺栓件可便捷实现电动液压推杆与支撑梁之间的连接,连接方式简单便捷、便于拆卸。By adopting the above technical solution, the first bolt member provided on the first fixing plate can conveniently realize the connection between the electro-hydraulic push rod and the support beam, and the connection method is simple, convenient and easy to disassemble.

优选的,所述电动液压推杆底部固接有第二固定板;所述第二固定板上设置有可实现第二固定板与钢梁可拆卸连接的第二螺栓件。Preferably, the bottom of the electro-hydraulic push rod is fixed with a second fixing plate; the second fixing plate is provided with a second bolt member that can realize the detachable connection between the second fixing plate and the steel beam.

通过采用上述技术方案,第二固定板上设置的第二螺栓件可便捷实现电动液压推杆在钢梁上的安装,并且安装方式简单便捷、便于拆卸。By adopting the above technical solution, the second bolt member provided on the second fixing plate can easily realize the installation of the electro-hydraulic push rod on the steel beam, and the installation method is simple, convenient and easy to disassemble.

综上所述,本申请具有以下有益效果:To sum up, this application has the following beneficial effects:

1.通过在楼承板底部的两钢梁上安装电动液压推杆,并将支撑架两端与两钢梁上的电动液压推杆输出端进行连接,从而实现支撑架在楼承板底部钢梁上的安装,在对楼承板进行临时支撑时,驱动电动液压推杆带动支撑架上移并调整千斤顶的伸缩高度实现对楼承板的临时支撑,通过电动液压推杆、支撑架和千斤顶的配合工作可便捷实现对楼承板的临时支撑,减少采用脚手架对楼承板进行支撑的麻烦,提高施工效率;1. By installing electro-hydraulic push rods on the two steel beams at the bottom of the floor deck, and connecting both ends of the support frame to the output ends of the electro-hydraulic push rods on the two steel beams, the support frame can be installed on the steel beams at the bottom of the floor deck. When installing on the beam, when temporarily supporting the floor deck, drive the electro-hydraulic push rod to drive the support frame to move upward and adjust the telescopic height of the jack to achieve temporary support of the floor deck. Through the electro-hydraulic push rod, support frame and jack The coordinated work can easily realize the temporary support of the floor decking, reduce the trouble of using scaffolding to support the floor decking, and improve the construction efficiency;

2.在进行支撑架的安装前,通过转动手轮带动旋转轴和第一锥齿轮转动,在第一锥齿轮和第二锥齿轮的啮合配合下,旋转轴带动丝杆转动,从而驱使位于连接板两端的两支撑梁进行相向或相背的运动,从而实现支撑架长度的调节,并通过固定件实现支撑架长度的锁定,以便支撑架能够安装在不同跨度楼承板底部的钢梁上进行临时支撑,扩大临时支撑装置的适用范围;2. Before installing the support frame, turn the handwheel to drive the rotating shaft and the first bevel gear to rotate. With the meshing cooperation of the first bevel gear and the second bevel gear, the rotating shaft drives the screw rod to rotate, thereby driving the connecting rod to rotate. The two support beams at both ends of the board move toward or away from each other to adjust the length of the support frame, and lock the length of the support frame through fixings so that the support frame can be installed on the steel beams at the bottom of floor decks of different spans. Temporary support, expanding the scope of application of temporary support devices;

3.通过移动滑块带动千斤顶进行水平方向上的移动,在滑块移动至指定位置后,通过旋转位于滑块两侧的锁紧螺母,使得两锁紧螺母紧贴滑块侧壁对滑块进行夹紧,使得滑块在水平方向上保持稳定不易滑动,使得顶部设置的千斤顶对楼承板进行支撑的支撑点位置可根据需要进行调整。3. Drive the jack to move in the horizontal direction by moving the slider. After the slider moves to the designated position, rotate the locking nuts on both sides of the slider so that the two locking nuts are close to the side walls of the slider. Clamp so that the slider remains stable in the horizontal direction and is not easy to slide, so that the position of the support point where the jack set on the top supports the floor deck can be adjusted as needed.

附图说明Description of the drawings

图1是一种厂房用免立柱临时支撑装置的结构示意图;Figure 1 is a schematic structural diagram of a column-free temporary support device for factory buildings;

图2是本申请中连接板和支撑梁和电动液压推杆的配合结构示意图;Figure 2 is a schematic diagram of the matching structure of the connecting plate, support beam and electro-hydraulic push rod in this application;

图3是本申请中连接板、支撑梁和推动机构的配合结构示意图;Figure 3 is a schematic diagram of the matching structure of the connecting plate, support beam and pushing mechanism in this application;

图4是图3中A处的放大图;Figure 4 is an enlarged view of point A in Figure 3;

图5是本申请中千斤顶、滑块和锁止件的配合结构示意图;Figure 5 is a schematic diagram of the matching structure of the jack, slider and locking piece in this application;

图6是本申请中支撑梁和电动液压推杆的配合结构示意图。Figure 6 is a schematic diagram of the matching structure of the support beam and the electro-hydraulic push rod in this application.

附图标记说明:1、支撑架;11、连接板;111、插孔;112、空腔;113、凹孔;12、支撑梁;121、滑槽;13、滑块;131、让位孔;14、锁止件;141、螺纹杆;142、锁紧螺母;2、电动液压推杆;21、第一固定板;211、第一螺栓件;22、第二固定板;221、第二螺栓件;3、千斤顶;31、垫板;4、推动机构;41、丝杆;42、旋转轴;43、第一锥齿轮;44、第二锥齿轮;45、手轮;451、螺纹通孔;46、固定件;461、螺纹插杆。Explanation of reference signs: 1. Support frame; 11. Connecting plate; 111. Jack; 112. Cavity; 113. Recessed hole; 12. Support beam; 121. Slide groove; 13. Slider; 131. Allowance hole ; 14. Locking piece; 141. Threaded rod; 142. Locking nut; 2. Electro-hydraulic push rod; 21. First fixing plate; 211. First bolt; 22. Second fixing plate; 221. Second Bolts; 3. Jack; 31. Backing plate; 4. Pushing mechanism; 41. Screw; 42. Rotating shaft; 43. First bevel gear; 44. Second bevel gear; 45. Hand wheel; 451. Threaded passage Hole; 46, fixing piece; 461, threaded rod.

具体实施方式Detailed ways

以下结合附图对本发明作进一步详细说明。其中相同的零部件用相同的附图标记表示。需要说明的是,下面描述中使用的词语“前”、“后”、“左”、“右”、“上”、“下”、“底面”和“顶面”指的是附图中的方向,词语 “内”和“外”分别指的是朝向或远离特定部件几何中心的方向。The present invention will be further described in detail below with reference to the accompanying drawings. Identical components are designated with the same reference numerals. It should be noted that the words "front", "back", "left", "right", "upper", "lower", "bottom" and "top" used in the following description refer to those in the accompanying drawings. Direction, the words "inside" and "outside" refer to the direction toward or away from the geometric center of a particular component, respectively.

本发明公开一种厂房用免立柱临时支撑装置,如图1和图2所示,包括多个安装在需要支撑的楼承板下方的两钢梁之间的支撑架1,多个支撑架1均匀间隔排布;每个支撑架1两端部底面均可拆卸连接有电动液压推杆2,每个支撑架1两端底面的两电动液压推杆2分别可拆卸连接在两钢梁上;电动液压推杆2的伸缩方向与楼承板需要支撑的方向一致;每个支撑架1顶面上均设置有一对千斤顶3,千斤顶3为剪式千斤顶3,千斤顶3的顶升方向与楼承板需要支撑的方向一致,每个千斤顶3的顶面上均固接有垫板31。The invention discloses a column-free temporary support device for factory buildings. As shown in Figures 1 and 2, it includes a plurality of support frames 1 installed between two steel beams below the floor deck that needs to be supported. The plurality of support frames 1 Arranged at even intervals; the bottom surfaces of both ends of each support frame 1 are detachably connected to electro-hydraulic push rods 2, and the two electro-hydraulic push rods 2 on the bottom surfaces of both ends of each support frame 1 are detachably connected to two steel beams; The telescopic direction of the electro-hydraulic push rod 2 is consistent with the direction in which the floor deck needs to be supported; a pair of jacks 3 are provided on the top surface of each support frame 1, the jacks 3 are scissor jacks 3, and the lifting direction of the jacks 3 is consistent with the direction of the floor deck. The plates need to be supported in the same direction, and a backing plate 31 is fixed on the top surface of each jack 3.

在需要对楼承板进行临时支撑时,将电动液压推杆2安装在楼承板底部的钢梁上,再将支撑架1两端与钢梁上的电动液压推杆2进行连接,实现支撑架1在钢梁上的安装,启动电动液压推杆2带动支撑架1上移并调整千斤顶3的伸缩高度实现对楼承板的临时支撑,通过电动液压推杆2、支撑架1和千斤顶3的配合工作可便捷实现对楼承板的临时支撑,临时支撑装置的连接方式简单便捷、便于拆卸,减小了采用脚手架进行支撑的麻烦,提高了施工效率,垫板31的设置增大千斤顶3与楼承板接触部位的面积,降低发生压力集中的可能性,有助于千斤顶3更好的对楼承板进行支撑。When temporary support is needed for the floor deck, the electro-hydraulic push rod 2 is installed on the steel beam at the bottom of the floor deck, and then the two ends of the support frame 1 are connected to the electro-hydraulic push rod 2 on the steel beam to achieve support. To install the frame 1 on the steel beam, start the electro-hydraulic push rod 2 to drive the support frame 1 to move up and adjust the telescopic height of the jack 3 to temporarily support the floor deck. Through the electro-hydraulic push rod 2, the support frame 1 and the jack 3 The coordinated work can easily realize the temporary support of the floor decking. The connection method of the temporary support device is simple, convenient and easy to disassemble, which reduces the trouble of using scaffolding for support and improves the construction efficiency. The setting of the pad 31 increases the number of jacks 3 The area of the contact part with the floor deck reduces the possibility of pressure concentration and helps the jack 3 to better support the floor deck.

如图2和图3所示,支撑架1包括连接板11、两个支撑梁12和推动机构4,连接板11两端面上均设置有沿连接板11长度方向的插孔111;两个支撑梁12一端分别滑动连接在两插孔111内侧壁上,两个支撑梁12远离连接板11的端部均伸至连接板11外部,两支撑梁12伸至连接板11外的端部底面分别与位于两钢梁上的电动液压推杆2输出端可拆卸连接,一对千斤顶3分别设置在两支撑梁12顶面上;推动机构4设置在连接板11上,推动机构4可驱使两支撑梁12相向或相背运动实现支撑架1长度的调节。As shown in Figures 2 and 3, the support frame 1 includes a connecting plate 11, two support beams 12 and a pushing mechanism 4. Both ends of the connecting plate 11 are provided with jacks 111 along the length direction of the connecting plate 11; two supports One end of the beam 12 is slidingly connected to the inner wall of the two jacks 111 respectively. The ends of the two support beams 12 away from the connecting plate 11 both extend to the outside of the connecting plate 11. The bottom surfaces of the ends of the two supporting beams 12 extend to the outside of the connecting plate 11 respectively. It is detachably connected to the output end of the electro-hydraulic push rod 2 located on the two steel beams, and a pair of jacks 3 are respectively arranged on the top surfaces of the two support beams 12; the pushing mechanism 4 is arranged on the connecting plate 11, and the pushing mechanism 4 can drive the two supports The beams 12 move toward or away from each other to adjust the length of the support frame 1 .

在进行支撑架1的安装前,根据现场楼承板的跨度进行支撑架1长度的调节,通过推动机构4驱使位于连接板11两端的两支撑梁12进行相向或相背的运动,实现支撑架1长度的调节,使得支撑架1能够安装在不同跨度楼承板底部的钢梁上,以便于支撑架1上的千斤顶3能够对不同跨度楼承板进行临时支撑工作。Before the installation of the support frame 1, the length of the support frame 1 is adjusted according to the span of the on-site floor deck, and the two support beams 12 located at both ends of the connecting plate 11 are driven by the pushing mechanism 4 to move toward or away from each other to realize the support frame. The adjustment of the length of 1 enables the support frame 1 to be installed on the steel beam at the bottom of the floor deck of different spans, so that the jack 3 on the support frame 1 can temporarily support the floor decks of different spans.

如图3和图4所示,连接板11内设置有位于两插孔111之间的空腔112;推动机构4包括丝杆41、旋转轴42、第一锥齿轮43、第二锥齿轮44和固定件46,丝杆41转动连接在空腔112内侧壁上,丝杆41靠近两支撑梁12的端部分别伸至两插孔111内;两支撑梁12分别伸入两插孔111内的端部分别套设在丝杆41两端外部,丝杆41与两支撑梁12均螺纹传动配合,丝杆41上与两支撑梁12配合的螺纹呈对称螺纹设置;As shown in Figures 3 and 4, the connecting plate 11 is provided with a cavity 112 between the two insertion holes 111; the pushing mechanism 4 includes a screw rod 41, a rotating shaft 42, a first bevel gear 43, and a second bevel gear 44. And the fixing part 46, the screw rod 41 is rotatably connected to the inner wall of the cavity 112, the ends of the screw rod 41 close to the two support beams 12 respectively extend into the two sockets 111; the two support beams 12 respectively extend into the two sockets 111 The ends of the screw rod 41 are respectively sleeved on the outside of both ends of the screw rod 41. The screw rod 41 is threaded and matched with the two support beams 12. The threads on the screw rod 41 that match the two support beams 12 are arranged in a symmetrical thread;

旋转轴42转动连接在空腔112顶端内侧壁上,旋转轴42顶端伸至连接板11顶面,旋转轴42顶端同轴固接有位于连接板11顶部的手轮45;第一锥齿轮43同轴固接在旋转轴42底端,第二锥齿轮44同轴固接在丝杆41位于空腔112内的外侧壁上,第二锥齿轮44与第一锥齿轮43啮合;固定件46设置在手轮45上,固定件46可阻止旋转轴42转动。The rotating shaft 42 is rotatably connected to the inner wall of the top of the cavity 112. The top of the rotating shaft 42 extends to the top surface of the connecting plate 11. The top of the rotating shaft 42 is coaxially fixed with a handwheel 45 located on the top of the connecting plate 11; the first bevel gear 43 The second bevel gear 44 is coaxially fixed to the bottom end of the rotating shaft 42, and the second bevel gear 44 is coaxially fixed to the outer wall of the screw rod 41 located in the cavity 112. The second bevel gear 44 meshes with the first bevel gear 43; the fixing member 46 Disposed on the handwheel 45, the fixing member 46 can prevent the rotation shaft 42 from rotating.

在需要进行支撑架1长度的调节时,通过转动手轮45带动旋转轴42和第一锥齿轮43转动,在第一锥齿轮43和第二锥齿轮44的啮合配合下,旋转轴42带动丝杆41转动,丝杆41在转动过程中驱使位于连接板11两端的两支撑梁12沿丝杆41轴线方向进行相向或相背的运动,使得支撑架1的长度可根据需要进行调节,以适应不同跨度楼承板的临时支撑工作,在支撑架1长度调节完成后通过固定件46对旋转轴42进行锁定,使得支撑架1的长度保持稳定不易发生改变。When the length of the support frame 1 needs to be adjusted, the rotating shaft 42 and the first bevel gear 43 are driven to rotate by turning the handwheel 45. With the meshing cooperation of the first bevel gear 43 and the second bevel gear 44, the rotating shaft 42 drives the wire. The rod 41 rotates, and the screw rod 41 drives the two support beams 12 located at both ends of the connecting plate 11 to move toward or away from each other along the axis of the screw rod 41 during the rotation process, so that the length of the support frame 1 can be adjusted as needed to adapt to the situation. For the temporary support work of floor bearing slabs with different spans, after the length adjustment of the support frame 1 is completed, the rotating shaft 42 is locked by the fixing member 46, so that the length of the support frame 1 remains stable and is not easily changed.

如图3和图4所示,手轮45顶面设置有螺纹通孔451,固定件46包括螺纹连接在螺纹通孔451内侧壁上的螺纹插杆461,连接板11顶面对应螺纹通孔451的位置设置有凹孔113,螺纹插杆461可穿过螺纹通孔451嵌入凹孔113内,螺纹插杆461与凹孔113内侧壁滑动配合。As shown in Figures 3 and 4, the top surface of the handwheel 45 is provided with a threaded through hole 451. The fixing member 46 includes a threaded insertion rod 461 threadedly connected to the inner wall of the threaded through hole 451. The top surface of the connecting plate 11 corresponds to the threaded through hole 451. A recessed hole 113 is provided at the position of the hole 451. The threaded insertion rod 461 can pass through the threaded through hole 451 and be inserted into the recessed hole 113. The threaded insertion rod 461 is slidably matched with the inner wall of the recessed hole 113.

在进行支撑架1长度的调节时,旋转螺纹插杆461使得螺纹插杆461位于凹孔113外部,进而方工作人员转动手轮45实现支撑架1长度的调节;当支撑架1长度调节完成后,旋转螺纹插杆461使得螺纹插杆461逐渐下移并插入到凹孔113内,对手轮45进行固定,使得旋转轴42被锁定不易转动,促使支撑架1在完成长度调节后保持稳定长度不易发生改变。When adjusting the length of the support frame 1, rotate the threaded insertion rod 461 so that the threaded insertion rod 461 is located outside the concave hole 113, and then the staff can turn the handwheel 45 to adjust the length of the support frame 1; when the length adjustment of the support frame 1 is completed , rotate the threaded insertion rod 461 so that the threaded insertion rod 461 gradually moves down and is inserted into the recessed hole 113, and the hand wheel 45 is fixed so that the rotating shaft 42 is locked and difficult to rotate, making it difficult for the support frame 1 to maintain a stable length after completing the length adjustment. changes happened.

如图2和图5所示,两个支撑梁12顶面均设置有沿支撑梁12长度方向的滑槽121,滑槽121呈燕尾状,两滑槽121内侧壁上均滑动连接有与滑槽121内部配合呈燕尾状的滑块13,两千斤顶3分别可拆卸连接在两滑块13顶面上;每个滑槽121内均设置有锁止件14;滑块13上设置有沿其滑动方向上的让位孔131,锁止件14包括螺纹杆141和一对锁紧螺母142,螺纹杆141沿滑块13滑动方向设置并穿过让位孔131,螺纹杆141两端部与滑槽121内侧壁固接,滑块13可沿螺纹杆141轴线方向滑动,一对锁紧螺母142均套设在螺纹杆141外部与螺纹杆141螺纹配合,一对锁紧螺母142分别位于滑块13沿其滑动方向上相互远离的两侧,一对锁紧螺母142可对滑块13进行夹紧。As shown in Figures 2 and 5, the top surfaces of the two support beams 12 are provided with chute 121 along the length direction of the support beam 12. The chute 121 is in the shape of a dovetail, and the inner walls of the two chute 121 are slidingly connected with the chute. The inside of the groove 121 is equipped with a dovetail-shaped slide block 13, and the two jacks 3 are detachably connected to the top surfaces of the two slide blocks 13; each slide groove 121 is provided with a locking piece 14; the slide block 13 is provided with a locking member 14 along its There is a relief hole 131 in the sliding direction. The locking member 14 includes a threaded rod 141 and a pair of locking nuts 142. The threaded rod 141 is arranged along the sliding direction of the slider 13 and passes through the relief hole 131. Both ends of the threaded rod 141 are connected to The inner wall of the chute 121 is fixed, and the slider 13 can slide along the axis direction of the threaded rod 141. A pair of locking nuts 142 are set on the outside of the threaded rod 141 to cooperate with the threaded rod 141. A pair of locking nuts 142 are respectively located on the slider. A pair of locking nuts 142 can clamp the slider 13 on two sides of the block 13 that are away from each other along its sliding direction.

通过推动滑块13在滑槽121内滑动来调节千斤顶3的位置,促使千斤顶3对楼承板的支撑点位置可依据需要进行调整,当滑块13移动至指定位置后,旋转位于滑块13两侧的锁紧螺母142,促使两锁紧螺母142与滑块13两侧壁紧贴对滑块13进行夹紧,使得滑块13在水平方向上不易滑动、保持稳定,进而以便滑块13顶部设置的千斤顶3能够更好的对不同跨度楼承板进行临时支撑工作。The position of the jack 3 is adjusted by pushing the slider 13 to slide in the chute 121, so that the position of the support point of the jack 3 on the floor deck can be adjusted as needed. When the slider 13 moves to the designated position, the position of the jack 3 is rotated to the designated position. The locking nuts 142 on both sides urge the two locking nuts 142 to be in close contact with the two side walls of the slider 13 to clamp the slider 13 so that the slider 13 is not easy to slide in the horizontal direction and remains stable, thereby making it easier for the slider 13 The jack 3 installed on the top can better temporarily support floor decks of different spans.

如图1和图6所示,每个电动液压推杆2输出端均固接有第一固定板21,每个电动液压推杆2底部均固接有第二固定板22,第一固定板21上设置有多个可实现第一固定板21与支撑梁12可拆卸连接的第一螺栓件211,第二固定板22上设置有多个可实现第二固定板22与钢梁可拆卸连接的第二螺栓件221。As shown in Figures 1 and 6, the output end of each electro-hydraulic push rod 2 is fixed with a first fixed plate 21, and the bottom of each electro-hydraulic push rod 2 is fixed with a second fixed plate 22. The first fixed plate 21 is provided with a plurality of first bolts 211 that can realize the detachable connection between the first fixed plate 21 and the support beam 12, and the second fixed plate 22 is provided with a plurality of first bolts 211 that can realize the detachable connection between the second fixed plate 22 and the steel beam. The second bolt member 221.

第一固定板21上第一螺栓件211可便捷实现电动液压推杆2与支撑梁12间的可拆卸连接,第二固定板22上的第二螺栓件221可便捷实现电动液压推杆2与钢梁间的可拆卸连接,进而便捷实现支撑装置在钢梁上的可拆卸连接,方便在施工完成后将临时支撑装置从钢梁上拆除下来。The first bolt part 211 on the first fixed plate 21 can conveniently realize the detachable connection between the electro-hydraulic push rod 2 and the support beam 12. The second bolt part 221 on the second fixed plate 22 can conveniently realize the detachable connection between the electro-hydraulic push rod 2 and the support beam 12. The detachable connection between steel beams can facilitate the detachable connection of the support device on the steel beam, making it easy to remove the temporary support device from the steel beam after the construction is completed.

工作原理:在进行楼承板临时支撑时根据现场楼承板的跨度进行支撑架1长度的调节,通过转动手轮45带动旋转轴42和第一锥齿轮43转动,在第一锥齿轮43和第二锥齿轮44的啮合配合下,旋转轴42带动丝杆41转动,丝杆41转动过程中驱使两支撑梁12沿丝杆41轴线方向相向或相背运动,从而实现支撑架1长度的调节,在支撑架1长度调节完成后旋转手轮45上的螺纹插杆461,促使螺纹插杆461逐渐下移嵌入凹孔113内实现旋转轴42的锁定,使支撑架1长度保持固定;Working principle: When performing temporary support of the floor deck, adjust the length of the support frame 1 according to the span of the floor deck on site. Turn the handwheel 45 to drive the rotating shaft 42 and the first bevel gear 43 to rotate. When the first bevel gear 43 and Under the meshing cooperation of the second bevel gear 44, the rotating shaft 42 drives the screw rod 41 to rotate. During the rotation of the screw rod 41, the two support beams 12 are driven toward or away from each other along the axis of the screw rod 41, thereby adjusting the length of the support frame 1. , after the length adjustment of the support frame 1 is completed, the threaded insertion rod 461 on the handwheel 45 is rotated, causing the threaded insertion rod 461 to gradually move downward and insert into the concave hole 113 to lock the rotation shaft 42, so that the length of the support frame 1 remains fixed;

通过第二固定板22和第二固定板22上的第二螺栓件221将电动液压推杆2安装在钢梁上,接着通过第一固定板21和第一螺栓件211实现支撑架1在电动液压推杆2上的安装,从而实现支撑架1在钢梁上的安装,在对楼承板进行临时支撑时,启动电动液压推杆2带动支撑架1上移,并调整千斤顶3的伸缩高度实现对楼承板的临时支撑,在电动液压推杆2、支撑架1和千斤顶3的配合工作下可便捷实现对楼承板的临时支撑;The electro-hydraulic push rod 2 is installed on the steel beam through the second fixing plate 22 and the second bolt part 221 on the second fixing plate 22, and then the first fixing plate 21 and the first bolt part 211 are used to realize the electric movement of the support frame 1. Install the hydraulic push rod 2 to install the support frame 1 on the steel beam. When temporarily supporting the floor deck, start the electric hydraulic push rod 2 to drive the support frame 1 to move upward, and adjust the telescopic height of the jack 3 To achieve temporary support for the floor deck, the temporary support of the floor deck can be easily achieved with the cooperation of the electro-hydraulic push rod 2, support frame 1 and jack 3;

千斤顶3对楼承板进行支撑的支撑点可根据需要进行调整,在需要对千斤顶3的支撑点位进行调节时,可通过移动滑块13带动千斤顶3进行水平方向上的移动,待滑块13移动至指定位置,旋转位于滑块13两侧的锁紧螺母142,使得两锁紧螺母142紧贴滑块13侧壁对滑块13进行夹紧,促使滑块13在水平方向上不易滑动保持稳定,千斤顶3的顶面上设置的垫板31增大了千斤顶3与楼承板接触部位的面积,降低发生压力集中的可能性,有助于千斤顶3更好的对楼承板进行支撑。The support point of the jack 3 supporting the floor deck can be adjusted as needed. When the support point position of the jack 3 needs to be adjusted, the jack 3 can be driven to move in the horizontal direction by moving the slider 13. After the slider 13 Move to the designated position and rotate the locking nuts 142 on both sides of the slider 13 so that the two locknuts 142 are close to the side walls of the slider 13 to clamp the slider 13 so that the slider 13 is not easy to slide in the horizontal direction. Stable, the pad 31 provided on the top surface of the jack 3 increases the contact area between the jack 3 and the floor deck, reduces the possibility of pressure concentration, and helps the jack 3 better support the floor deck.

以上均为本申请的较佳实施例,并非依此限制本申请的保护范围,故:凡依本申请的结构、形状、原理所做的等效变化,均应涵盖于本申请的保护范围之内。The above are all preferred embodiments of the present application, and are not intended to limit the scope of protection of the present application. Therefore, any equivalent changes made based on the structure, shape, and principle of the present application shall be covered by the scope of protection of the present application. Inside.

Claims (10)

1. The utility model provides a temporary strutting arrangement of stand is exempted from for factory building which characterized in that: comprises a supporting frame (1) and a pair of electro-hydraulic push rods (2); the support frame (1) is arranged between two steel beams below the floor support plate to be supported; the pair of electric hydraulic push rods (2) are respectively arranged on two steel beams below the floor support plate to be supported, the output ends of the pair of electric hydraulic push rods (2) are respectively detachably connected with the bottom surfaces of the two ends of the support frame (1), and the expansion and contraction directions of the electric hydraulic push rods (2) are consistent with the direction of the floor support plate to be supported; the top surface of the supporting frame (1) is provided with a pair of jacks (3); the lifting direction of the pair of jacks (3) is consistent with the direction of the floor support plate to be supported.
2. The temporary stand-free support device for a factory building according to claim 1, wherein: the support frame (1) comprises a connecting plate (11) and a pair of support beams (12); the two end surfaces of the connecting plate (11) close to the electric hydraulic push rod (2) are provided with jacks (111); one end of each pair of supporting beams (12) is respectively connected to the inner side walls of the two jacks (111) in a sliding manner, and the end parts of the two supporting beams (12) far away from the connecting plate (11) extend out of the connecting plate (11); the output ends of the pair of electric hydraulic push rods (2) are detachably connected with the bottom surfaces of the end parts of the two support beams (12) extending out of the connecting plate (11) respectively; the jacks (3) are respectively arranged on the top surfaces of the pair of supporting beams (12); a pushing mechanism (4) capable of driving a pair of supporting beams (12) to move towards or away from each other is arranged in the connecting plate (11).
3. The temporary stand-free support device for a factory building according to claim 2, wherein: a cavity (112) positioned between the two jacks (111) is arranged in the connecting plate (11); the pushing mechanism (4) comprises a screw rod (41) and a rotating shaft (42); the screw rod (41) is rotatably connected to the inner side wall of the cavity (112), and two ends of the screw rod (41) extend into the two insertion holes (111) respectively; the pair of support beams (12) are respectively sleeved at two ends of the screw rod (41), and the support beams (12) are in threaded transmission fit with the screw rod (41); threads matched with the two supporting beams (12) on the screw rod (41) are symmetrically arranged; the rotating shaft (42) is rotatably connected to the inner side wall at the top end of the cavity (112), and a first bevel gear (43) is fixedly connected to the bottom end of the rotating shaft (42); a second bevel gear (44) meshed with the first bevel gear (43) is fixedly connected to the outer side wall of the screw rod (41); the top end of the rotating shaft (42) extends to the top of the connecting plate (11), and a hand wheel (45) is fixedly connected to the top end of the rotating shaft (42); the hand wheel (45) is provided with a fixing piece (46) which can prevent the rotation shaft (42) from rotating.
4. A temporary support device for a building free of columns according to claim 3, wherein: a threaded through hole (451) is formed in the top surface of the hand wheel (45); the fixing piece (46) comprises a threaded inserted rod (461); the threaded inserted rod (461) is connected to the inner side wall of the threaded through hole (451) in a threaded manner; concave holes (113) are formed in the top surface of the connecting plate (11) at positions corresponding to the threaded through holes (451); the threaded insert (461) can extend into the concave hole (113) through the threaded through hole (451).
5. The temporary stand-free support device for a factory building according to claim 1, wherein: the top surfaces of the pair of supporting beams (12) are provided with sliding grooves (121); the inner side walls of the pair of sliding grooves (121) are respectively and slidably connected with a sliding block (13); the pair of jacks (3) are respectively arranged on the top surfaces of the pair of sliding blocks (13); locking pieces (14) for fixing the sliding blocks (13) are arranged in the sliding grooves (121).
6. The temporary stand-free support device for a factory building of claim 5, wherein: a yielding hole (131) is formed in the sliding block (13); the locking piece (14) comprises a threaded rod (141) and a pair of locking nuts (142); the threaded rod (141) is fixedly connected to the inner side wall of the sliding groove (121), and the threaded rod (141) penetrates through the abdication hole (131) along the sliding direction of the sliding block (13); the sliding block (13) can slide along the axial direction of the threaded rod (141); the pair of locking nuts (142) are sleeved outside the threaded rod (141) and are in threaded fit with the threaded rod (141), and the pair of locking threads (142) are respectively located at two sides of the sliding block (13) which are far away from each other.
7. The temporary stand-free support device for a factory building of claim 5, wherein: the sliding groove (121) is dovetail-shaped; the sliding block (13) is in a dovetail shape matched with the inner wall of the sliding groove (121).
8. The temporary stand-free support device for a factory building according to claim 1, wherein: and the top surfaces of the jacks (3) are respectively provided with a base plate (31).
9. The temporary stand-free support device for a factory building according to claim 1, wherein: the output end of the electric hydraulic push rod (2) is fixedly connected with a first fixing plate (21); the first fixing plate (21) is provided with a first bolt piece (211) for realizing detachable connection of the first fixing plate (21) and the supporting beam (12).
10. The temporary stand-free support device for a factory building according to claim 1, wherein: the bottom of the electric hydraulic push rod (2) is fixedly connected with a second fixing plate (22); and a second bolt piece (221) capable of realizing detachable connection of the second fixing plate (22) and the steel beam is arranged on the second fixing plate (22).
CN202311241014.8A 2023-09-23 2023-09-23 A column-free temporary support device for factory buildings Pending CN117071944A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN202311241014.8A CN117071944A (en) 2023-09-23 2023-09-23 A column-free temporary support device for factory buildings

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN202311241014.8A CN117071944A (en) 2023-09-23 2023-09-23 A column-free temporary support device for factory buildings

Publications (1)

Publication Number Publication Date
CN117071944A true CN117071944A (en) 2023-11-17

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ID=88711790

Family Applications (1)

Application Number Title Priority Date Filing Date
CN202311241014.8A Pending CN117071944A (en) 2023-09-23 2023-09-23 A column-free temporary support device for factory buildings

Country Status (1)

Country Link
CN (1) CN117071944A (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN118087768A (en) * 2024-04-19 2024-05-28 北京建工集团有限责任公司 Large-span truss floor carrier plate

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN118087768A (en) * 2024-04-19 2024-05-28 北京建工集团有限责任公司 Large-span truss floor carrier plate
CN118087768B (en) * 2024-04-19 2024-07-30 北京建工集团有限责任公司 Large-span truss floor carrier plate

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