CN218090879U - Suspension type plate buckle berm - Google Patents
Suspension type plate buckle berm Download PDFInfo
- Publication number
- CN218090879U CN218090879U CN202221863229.4U CN202221863229U CN218090879U CN 218090879 U CN218090879 U CN 218090879U CN 202221863229 U CN202221863229 U CN 202221863229U CN 218090879 U CN218090879 U CN 218090879U
- Authority
- CN
- China
- Prior art keywords
- crossbeam
- connecting piece
- wall
- lateral wall
- bolt
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Active
Links
Images
Landscapes
- Ladders (AREA)
Abstract
The utility model discloses a suspension type dish is detained packway, including two crossbeams, two first crossbeam connecting piece and second crossbeam connecting piece have been set up jointly to the upper end of crossbeam, two the lower extreme of crossbeam all is provided with erects the roof beam, two crossbeam and two are erected and are connected through first fixing device between the roof beam, two it is provided with two down tubes, two jointly to erect between the lateral wall of roof beam and the lateral wall of two crossbeams all be provided with second fixing device on the down tube, two the lateral wall department of erecting the roof beam all runs through and is provided with two and attaches wall anchor bolt, it is provided with the draw-in groove to run through on the lateral wall of second crossbeam connecting piece, it is provided with locking device to run through on the inner wall of draw-in groove. The utility model has the advantages of reasonable design, have the device integration, stable in structure, the benefit that can extend downwards at any time.
Description
Technical Field
The utility model relates to a construction technical field specifically is a packway is detained to suspension type dish.
Background
At present, in the stage of basement structure construction during excavation or excavated in deep foundation pit engineering, in order to facilitate the operation of personnel entering and exiting the foundation pit and meet the requirement of personnel evacuation in emergency, a person passing carriageway needs to be arranged on the site.
In the prior art, a temporary packway is usually built by adopting a traditional floor steel pipe fastener type scaffold, the method is characterized in that a steel pipe is used as a keel, and materials such as a wood springboard and a batten are matched to make a walkway, so that the building and dismantling process is complicated, the efficiency is low, the flexible use is not available, the bearing capacity is low, the safety performance is poor, the traditional sizing disc fastener type packway support is stressed on the bottom surface of a foundation pit, the packway needs to be excavated by 3 layers along with earthwork, the building and dismantling are repeated for 3 times, and inconvenience is caused to the passage of constructors in the earthwork excavation stage; the underground structure can only be used on the ground, and cannot be dismantled layer by layer along with the construction of the underground structure, a large-area underground structure needs to be reserved at the pavement building part, and after the construction of the structures of the other parts of the basement is finished, the pavement is dismantled again to complete the structure of the pavement part, so that potential quality hazards are easily caused, the construction period is delayed, and the cost is increased.
Therefore, we propose a hanging type plate buckle packway.
SUMMERY OF THE UTILITY MODEL
An object of the utility model is to provide a suspension type dish is detained packway to solve the problem that exists among the prior art that above-mentioned background art provided.
In order to realize the purpose, the utility model adopts the following technical scheme:
the utility model provides a suspension type dish is detained packway, includes two crossbeams, two first crossbeam connecting piece and second crossbeam connecting piece have been set up jointly to the upper end of crossbeam, two the lower extreme of crossbeam all is provided with erects the roof beam, two crossbeam and two are erected and are connected through first fixing device between the roof beam, two it is provided with two down tube, two jointly to erect between the lateral wall of roof beam and the lateral wall of two crossbeams all be provided with second fixing device, two on the down tube the lateral wall department of erecting the roof beam all runs through and is provided with two and attaches wall anchor bolt, it is provided with the draw-in groove to run through on the lateral wall of second crossbeam connecting piece, it is provided with locking device to run through on the inner wall of draw-in groove.
Preferably, the first fixing device comprises a first bolt arranged at the upper end of the vertical beam, the first bolt penetrates through the side wall of the cross beam and the side wall of the first cross beam connecting piece at the corresponding position, a first nut is connected to the first bolt in a threaded manner, and the first nut is positioned above the first cross beam connecting piece.
Preferably, the second fixing device comprises connecting plates fixedly connected to two ends of the diagonal rod, two second bolts penetrate through the side walls of the connecting plates, one of the second bolts penetrates through the side walls of the cross beam and the second cross beam connecting piece at the corresponding position and is in threaded connection with a second nut, and the other second bolt penetrates through the side wall of the vertical beam at the corresponding position and is in threaded connection with another second nut.
Preferably, locking device is including running through the spout that sets up on the draw-in groove inner wall, sliding connection has the removal seat in the spout, it has locking screw to run through threaded connection on the lateral wall of removal seat, the equal fixedly connected with slider of upper and lower both sides lateral wall department of removal seat corresponds position department run through on the inner wall of spout and be provided with the guide way that corresponds, two slider sliding connection is in two guide ways respectively.
Preferably, two reinforcing rods are fixedly connected between the two vertical beams in a common crossing manner.
Compared with the prior art, the beneficial effects of the utility model are that:
the utility model discloses in, mutually support through setting up first fixing device, second fixing device and locking device, can assemble out the dish of suspension type and detain the packway, the device integration is strong, not only can directly hang on concrete crown beam through attaching wall anchor bolt, along with the digging depth of foundation ditch, can also hang at any time and establish and hang the ladder and come the downward installation and hang the ladder, still set up and be used for hanging the draw-in groove of establishing and hang the ladder, make things convenient for the chucking and adjust the position of hanging the ladder moreover, excellent effect is worth promoting.
Drawings
Fig. 1 is a schematic side view of a suspension type disk buckle berm according to the present invention;
fig. 2 is a back schematic view of a suspension type disk buckle berm according to the present invention;
fig. 3 is a schematic top view of a suspended type plate buckle fairway according to the present invention;
fig. 4 is a schematic side view of a second beam connector of the suspended plate buckle berm.
In the figure: the device comprises a beam 1, a first nut 2, a first beam connecting piece 3, a vertical beam 4, a connecting plate 5, a second nut 6, a first bolt 7, an inclined rod 8, a wall-attached anchoring bolt 9, a second bolt 10, a second beam connecting piece 11, a reinforcing rod 12, a locking screw 13, a clamping groove 14, a movable seat 15 and a sliding block 16.
Detailed Description
The technical solutions in the embodiments of the present invention will be described clearly and completely with reference to the drawings in the embodiments of the present invention, and it is obvious that the described embodiments are only some embodiments of the present invention, not all embodiments.
In the description of the present invention, it should be understood that the terms "upper", "lower", "front", "rear", "left", "right", "top", "bottom", "inner", "outer", and the like indicate orientations or positional relationships based on orientations or positional relationships shown in the drawings, and are only for convenience of description and simplicity of description, but do not indicate or imply that the device or element referred to must have a particular orientation, be constructed and operated in a particular orientation, and therefore, should not be construed as limiting the present invention.
Referring to fig. 1-4, a suspended type buckle pavement, including two crossbeams 1, first crossbeam connecting piece 3 and second crossbeam connecting piece 11 have been set up jointly to the upper end of two crossbeams 1, the lower extreme of two crossbeams 1 all is provided with perpendicular roof beam 4, be connected through first fixing device between two crossbeams 1 and two perpendicular roof beams 4, first fixing device is including setting up first bolt 7 in perpendicular roof beam 4 upper end, first bolt 7 runs through the crossbeam 1 lateral wall and corresponds the lateral wall of the first crossbeam connecting piece 3 of position department, threaded connection has first nut 2 on first bolt 7, first nut 2 is located the top of first crossbeam connecting piece 3.
Specifically, be provided with two down tube 8 between the lateral wall of two vertical beams 4 and the lateral wall of two crossbeam 1 jointly, all be provided with second fixing device on two down tube 8, second fixing device includes connecting plate 5 of fixed connection on the down tube 8 both ends, all run through on the lateral wall of two connecting plate 5 and be provided with second bolt 10, one of them second bolt 10 runs through the lateral wall and the threaded connection of crossbeam 1 and second crossbeam connecting piece 11 that correspond position department has second nut 6, another one second bolt 10 runs through the lateral wall and the threaded connection of vertical beam 4 that correspond position department has other second nut 6.
Wherein, the lateral wall department of two perpendicular roof beams 4 all runs through and is provided with two and attaches wall anchor bolt 9, it is provided with draw-in groove 14 to run through on the lateral wall of second crossbeam connecting piece 11, it is provided with locking device to run through on the inner wall of draw-in groove 14, locking device is including running through the spout that sets up on draw-in groove 14 inner wall, sliding connection has removal seat 15 in the spout, it has locking screw 13 to run through threaded connection on the lateral wall of removal seat 15, the equal fixedly connected with slider 16 of upper and lower both sides lateral wall department that removes seat 15, it is provided with the guide way that corresponds to run through on the inner wall of the spout of corresponding position department, two sliders 16 are sliding connection respectively in two guide ways.
It is worth mentioning that two reinforcing rods 12 are fixedly connected between the two vertical beams 4 in a common crossing manner.
The utility model discloses in, the first nut 2 and the second nut 6 that operating personnel used through a plurality of first bolts 7 and second bolt 10 and cooperation are with this device equipment together, form wholly, then hang in concrete crown beam department through a plurality of wall anchor bolt 9 that attach, normally lay the packway on this device for operating personnel walk, operating personnel can hang through draw-in groove 14 and establish and hang the ladder, and confirm the chucking through two locking screw 13 that can remove and hang the ladder, it can match the fixed point of hanging the ladder to remove two locking screw 13 that the seat 15 and the cooperation corresponds in the spout, the fixed ladder of hanging that can be more convenient, avoid hanging the ladder and producing when using and rock, can direct downwardly extending expansion after fixing this device, the condition of excavating the earthwork has been avoided many times takes place, the labour is exported in the reduction.
The above, only be the embodiment of the preferred of the present invention, but the protection scope of the present invention is not limited thereto, and any person skilled in the art is in the technical scope of the present invention, according to the technical solution of the present invention and the utility model, which are designed to be replaced or changed equally, all should be covered within the protection scope of the present invention.
Claims (5)
1. The utility model provides a suspension type dish is detained packway, includes two crossbeam (1), its characterized in that, two first crossbeam connecting piece (3) and second crossbeam connecting piece (11), two are set up jointly to the upper end of crossbeam (1) the lower extreme of crossbeam (1) all is provided with erects roof beam (4), two be connected through first fixing device between crossbeam (1) and two perpendicular roof beams (4), two be provided with two down tube (8) between the lateral wall of erecting roof beam (4) and the lateral wall of two crossbeam (1) jointly, two all be provided with second fixing device on down tube (8), two the lateral wall department of erecting roof beam (4) all runs through and is provided with two and attaches wall anchor bolt (9), it is provided with draw-in groove (14) to run through on the lateral wall of second crossbeam connecting piece (11), it is provided with locking device to run through on the inner wall of draw-in groove (14).
2. A suspended type plate buckle fairway according to claim 1, characterized in that the first fixing device comprises a first bolt (7) arranged at the upper end of the vertical beam (4), the first bolt (7) penetrates through the side wall of the cross beam (1) and the side wall of the first cross beam connecting piece (3) at the corresponding position, a first nut (2) is connected to the first bolt (7) in a threaded manner, and the first nut (2) is positioned above the first cross beam connecting piece (3).
3. A suspended type buckle corridors according to claim 1, characterized in that the second fixing device comprises connecting plates (5) fixedly connected to both ends of a diagonal rod (8), and second bolts (10) are respectively arranged on the side walls of the two connecting plates (5) in a penetrating manner, wherein one of the second bolts (10) penetrates through the side walls of the cross beam (1) and the second cross beam connecting piece (11) at the corresponding position and is connected with a second nut (6) in a threaded manner, and the other second bolt (10) penetrates through the side wall of the vertical beam (4) at the corresponding position and is connected with another second nut (6) in a threaded manner.
4. The hanging type plate buckle fairway as claimed in claim 1, wherein said locking device comprises a sliding groove passing through the inner wall of the clamping groove (14), a movable seat (15) is slidably connected in said sliding groove, a locking screw (13) is threadedly connected on the side wall of said movable seat (15), a sliding block (16) is fixedly connected to the side wall of the upper and lower sides of said movable seat (15), a corresponding guiding groove is disposed on the inner wall of said sliding groove at the corresponding position, and two sliding blocks (16) are slidably connected in two guiding grooves respectively.
5. A suspended type disk buckle fairway according to claim 1, characterized in that two reinforcing rods (12) are fixedly connected between the two vertical beams (4) in a common crossing manner.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN202221863229.4U CN218090879U (en) | 2022-07-19 | 2022-07-19 | Suspension type plate buckle berm |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN202221863229.4U CN218090879U (en) | 2022-07-19 | 2022-07-19 | Suspension type plate buckle berm |
Publications (1)
Publication Number | Publication Date |
---|---|
CN218090879U true CN218090879U (en) | 2022-12-20 |
Family
ID=84483213
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
CN202221863229.4U Active CN218090879U (en) | 2022-07-19 | 2022-07-19 | Suspension type plate buckle berm |
Country Status (1)
Country | Link |
---|---|
CN (1) | CN218090879U (en) |
-
2022
- 2022-07-19 CN CN202221863229.4U patent/CN218090879U/en active Active
Similar Documents
Publication | Publication Date | Title |
---|---|---|
CN101092850A (en) | Method and installation for rising building or historical building / cluster of historical building integrally | |
CN103306289A (en) | Foundation pit piled anchor dado concrete anchor cable top beam structure and construction method thereof | |
CN111779248A (en) | High formwork system and construction method thereof | |
CN206128603U (en) | Curtain mounting structure that leads a wandering life cornices | |
CN107227814A (en) | A kind of large cantilever concrete structure section construction method | |
CN106978909A (en) | A kind of method that beams of concrete is connected with profile steel concrete column joint reinforcing bar | |
CN114164861A (en) | Construction method for underground building composed of wall-sinking foundation | |
CN212507296U (en) | High formwork system | |
CN218090879U (en) | Suspension type plate buckle berm | |
CN112431407A (en) | Construction method for formwork of building main body cantilever structure | |
CN217974413U (en) | Deep and shallow foundation pit supporting construction structure | |
CN104831928A (en) | Construction method for high-altitude large-span concrete connected structure formwork supporting steel platform | |
CN211646413U (en) | Modular lattice steel frame shotcrete anchor supporting construction | |
CN114263187A (en) | Foundation pit bottom plate force transmission structure and construction method thereof | |
CN106759493A (en) | A kind of underground space existing ground iron winds booth underpinning structure and nested configuration | |
CN111622347A (en) | Cross-shaped node connecting structure of assembled frame structure and construction method thereof | |
CN214462512U (en) | A reverse framed bent unilateral formwork structure of drawing in advance for basement outer wall | |
CN211776077U (en) | Foundation ditch combination formula ladder cage system of encorbelmenting | |
CN218479174U (en) | Compound retaining structure of deep basal pit | |
CN110144824A (en) | Beret slice single side formwork method | |
CN220768098U (en) | Foundation pit conversion supporting structure | |
CN219343473U (en) | Cross-street corridor mounting structure | |
CN220644285U (en) | Foundation pit steel support supporting device | |
CN212248263U (en) | Subway station foundation pit excavation supporting construction | |
CN217104668U (en) | Temporary construction trestle ramp of double-layer beam longitudinal steel truss |
Legal Events
Date | Code | Title | Description |
---|---|---|---|
GR01 | Patent grant | ||
GR01 | Patent grant |