CN221168572U - Socket-and-spigot joint dish knot formula scaffold support device suitable for high and large templates - Google Patents
Socket-and-spigot joint dish knot formula scaffold support device suitable for high and large templates Download PDFInfo
- Publication number
- CN221168572U CN221168572U CN202323241313.XU CN202323241313U CN221168572U CN 221168572 U CN221168572 U CN 221168572U CN 202323241313 U CN202323241313 U CN 202323241313U CN 221168572 U CN221168572 U CN 221168572U
- Authority
- CN
- China
- Prior art keywords
- base
- socket
- threaded
- scaffold support
- tall
- 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
- 238000009434 installation Methods 0.000 claims abstract description 39
- 230000000149 penetrating effect Effects 0.000 claims 1
- 230000008093 supporting effect Effects 0.000 abstract description 23
- 238000010276 construction Methods 0.000 description 4
- 238000009415 formwork Methods 0.000 description 4
- 230000005484 gravity Effects 0.000 description 2
- 230000009286 beneficial effect Effects 0.000 description 1
- 230000007547 defect Effects 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 239000002699 waste material Substances 0.000 description 1
Landscapes
- Ladders (AREA)
Abstract
The utility model discloses a socket-and-spigot tray buckle type scaffold supporting device suitable for a tall and big template, which solves the problems that the installation position of a cross rod cannot be stabilized, the connection between a vertical rod and the cross rod is time-consuming and labor-consuming, and the position of a scaffold is inclined when the socket-and-spigot tray buckle type scaffold supporting device is used.
Description
Technical Field
The utility model relates to the technical field of scaffolds, in particular to a socket-and-spigot plate buckle type scaffold supporting device suitable for a high and large template.
Background
The high and large formwork support system is a formwork support system with the concrete member formwork support height of 8m or more, the erection span of 18m or more, the total construction load of 15 kN/square meter or more and the concentrated line load of 20kN/m or more on construction sites of construction engineering, the scaffold is a working platform erected for ensuring the smooth operation of each construction process, the scaffold is supported by the support device, and the safety of the scaffold during the use can be ensured to be improved.
Through retrieval, the patent with the Chinese patent grant number of CN218061293U discloses a socket-type disc-buckling scaffold, which comprises four support rods, wherein first disc-buckling clamping rings are arranged on the outer sides of the support rods at equal intervals, support plates are arranged on the first disc-buckling clamping rings in a threaded clamping manner, the number of the support plates is two, the support plates form ninety-degree included angles on the first disc-buckling clamping rings, and the four support rods are connected end to end through the support plates; the bottom slidable mounting of bracing piece has the regulation pole, and the top of adjusting the pole is provided with the stopper, and the bottom of adjusting the pole is provided with the supporting foot platform. According to the utility model, the supporting rod, the second disc buckle snap ring and the hand jack are arranged, and the hand jack is lifted, so that the first clamping plate drives the supporting rod to move upwards, the adjusting rod slides in the supporting rod, the height of the supporting rod is changed, the setting according to the height required by a worker is facilitated, the height can be synchronously and rapidly adjusted, and the device can be at the same horizontal height. The bracing piece in the device is also the pole setting, when advancing the installation, because the disc is fixed in the connection between the pole setting, and when connecting the horizontal pole through the disc, make the connecting hole of horizontal pole junction and the connecting hole in the disc correspond each other, and the inside pole setting of device is when installing, the position that makes the disc installation that can be convenient is applicable to the connection of horizontal pole, thereby make the horizontal pole need rotate the pole setting after connecting, make the connecting hole on the disc correspond with the connecting hole on the horizontal pole, thereby make the device waste time and energy when installing, make the scaffold frame position slope that the installation is accomplished easily simultaneously.
Disclosure of utility model
Aiming at the defects of the prior art, the utility model provides the socket-and-spigot plate buckle type scaffold supporting device suitable for the high and large templates, which solves the problems that the installation position of a cross rod cannot be stabilized, the connection between a vertical rod and the cross rod is time-consuming and labor-consuming, and the position for installing the scaffold is inclined when the socket-and-spigot plate buckle type scaffold supporting device is used.
In order to achieve the above purpose, the utility model is realized by the following technical scheme: the utility model provides a socket joint dish knot formula scaffold support device suitable for tall and big template, includes pole setting, horizontal pole and base, pole setting and horizontal pole pass through disc interconnect, the upper end fixed mounting of base has the installation tube, the internally mounted of installation tube has the gag lever post, the lower extreme of gag lever post and the upper end fixed connection of base, the lateral wall fixed mounting of gag lever post has the slider, the spout has been seted up to the inside lateral wall of pole setting, the pole setting is slided and is cup jointed in the pole wall of gag lever post, and the slider passes through gag lever post and spout sliding connection.
Preferably, the inside symmetry of left end lateral wall of base is provided with first screw hole, the right-hand member symmetry fixed mounting of base has the screwed pipe, the inside threaded connection of screwed pipe has the screw rod, the screw rod with first screw hole use with when carrying out the installation base, screw rod threaded connection in the inside of first screw hole to make the installation of base more firm.
Preferably, the second threaded holes are symmetrically formed in the side walls of the two ends of the lower part of the vertical rod, fastening bolts are connected with the inner parts of the side walls of the two ends of the installation pipe in a threaded mode, and the fastening bolts are connected with the inner parts of the second threaded holes in a threaded mode through the installation pipe in a threaded mode, so that the installation stability of the vertical rod can be enhanced.
Preferably, the equal fixed mounting of both ends lateral wall of installation tube has the fixed plate, the upper end fixed mounting of fixed plate has the bracing piece, and the bracing piece slope forty-five degrees, the upper end fixedly connected with backup pad of bracing piece, the recess is seted up to the inside of backup pad, and is used for placing the horizontal pole to can place the horizontal pole, alleviate the gravity that the horizontal pole receives.
Preferably, the fixing rods are arranged inside the two ends of the base, the fixing rods penetrate through the ground, and the positions of the fixing rods are fixed, so that the fixing of the positions of the base is enhanced.
Preferably, the size of the upright rod is matched with the inner size of the installation tube, so that the upright rod can be prevented from shaking after installation.
The utility model provides a socket-and-spigot plate buckle type scaffold supporting device suitable for a high and large template.
The beneficial effects are as follows:
1. The socket-joint disc buckle type scaffold supporting device suitable for the high and large templates can keep the installation position of the vertical rods in the same row and keep the position of the disc always through connection between the sliding blocks and the sliding grooves in the installation of the vertical rods and the sliding grooves when the scaffold supporting device is used, and can conveniently enable the transverse rods to be installed when the transverse rods are installed, meanwhile, the whole of the scaffold can not be inclined after the transverse rods and the vertical rods are installed, so that the scaffold has safety, is convenient to install, and can not incline;
2. This socket joint dish knot formula scaffold strutting arrangement suitable for high large form, when using scaffold strutting arrangement, can through the base that sets up, when installing the base, make base mounting's position and building main part level to when installing pole setting and horizontal pole, can make its more convenient of installation, thereby practiced thrift the time of installation.
Drawings
FIG. 1 is a schematic diagram of the overall structure of the present utility model;
FIG. 2 is a schematic view of a chute according to the present utility model;
FIG. 3 is a schematic view of the mounting tube structure of the present utility model.
In the figure, 1-vertical rod, 2-cross rod, 3-base, 4-dead lever, 5-first screw hole, 6-screwed pipe, 7-screw rod, 8-installation tube, 9-fastening bolt, 10-fixed plate, 11-bracing piece, 12-backup pad, 13-spout, 14-second screw hole, 15-gag lever post, 16-slider.
Detailed Description
The following description of the embodiments of the present utility model will be made clearly and completely with reference to the accompanying drawings, in which it is apparent that the embodiments described are only some embodiments of the present utility model, but not all embodiments. All other embodiments, which can be made by those skilled in the art based on the embodiments of the utility model without making any inventive effort, are intended to be within the scope of the utility model.
Example 1
Referring to fig. 1-3, an embodiment of the utility model provides a socket-and-spigot joint type scaffold supporting device suitable for a high and large formwork, which comprises a vertical rod 1, a cross rod 2 and a base 3, wherein the vertical rod 1 and the cross rod 2 are connected with each other through a disc, a mounting tube 8 is fixedly arranged at the upper end of the base 3, a limit rod 15 is arranged in the mounting tube 8, the lower end of the limit rod 15 is fixedly connected with the upper end of the base 3, a sliding block 16 is fixedly arranged on the side wall of the limit rod 15, a sliding groove 13 is formed in the inner side wall of the vertical rod 1, the vertical rod 1 is sleeved on the rod wall of the limit rod 15 in a sliding manner, the sliding block 16 is connected with the sliding groove 13 through the limit rod 15, the position of the vertical rod 1 can be conveniently limited through the cooperation between the limit rod 15 and the sliding block 16, the connection between the follow-up cross rod 2 and the disc is facilitated, a threaded hole 5 is symmetrically arranged in the left end side wall of the base 3, a threaded tube 6 is symmetrically arranged at the right end of the base 3, a screw 7 is connected with the internal thread 7 through the internal thread of the threaded tube 6, the screw 7 is in threaded connection with the first threaded hole 5, when the base 3 is mounted on the base 3, the threaded rod 7 is in threaded connection with the first threaded hole 5, the threaded hole 7 is in the internal thread 5 is connected with the first threaded hole 5 through the first threaded hole 5, the threaded hole 5 through the internal screw 5, the threaded rod 5, the first threaded rod is further stable connection is stable through the position and the scaffold.
Example 2
In this embodiment, as shown in fig. 1-3, the second threaded holes 14 are symmetrically formed in the side walls of two ends of the lower part of the upright 1, the fastening bolts 9 are connected with the inner parts of the side walls of two ends of the installation tube 8 in a threaded manner, the fastening bolts 9 are connected with the inner parts of the second threaded holes 14 through the installation tube 8 in a threaded manner, the installation position of the upright 1 can be stable, the upright 1 is prevented from shaking at the installation position, the fixing plates 10 are fixedly installed on the side walls of two ends of the installation tube 8, the supporting rods 11 are fixedly installed at the upper ends of the fixing plates 10, the supporting rods 11 incline by forty-five degrees, the supporting plates 12 are fixedly connected with the upper ends of the supporting rods 11, grooves are formed in the inner parts of the supporting plates 12 and are used for placing the cross rods 2, the cross rods 2 are supported through the supporting plates 12, the gravity of the cross rods 2 can be relieved when the cross rods 2 are used, and therefore the cross rods 2 can be protected, and the safety of scaffolds is enhanced.
Example 3
In this embodiment, as shown in fig. 1-3, the dead lever 4 is all installed to the both ends inside of base 3, and dead lever 4 is used and runs through in ground, and fix the position of dead lever 4, through the setting of dead lever 4, can make base 3 when installing, after the position of base 3 is firm, just can install the security after the scaffold frame installation to follow-up pole setting 1, the size of pole setting 1 and the inside size phase-match of installation tube 8, through the cooperation between pole setting 1 and installation tube 8, can make pole setting 1 after installing, the outside lateral wall of pole setting 1 laminates with the inside lateral wall of installation tube 8, stability after the pole setting 1 is installed has been guaranteed.
It should be noted that, in this embodiment, as shown in fig. 1-3, when the scaffold supporting device is used, the base 3 is installed on the ground through the fixing rod 4, meanwhile, the base 3 and the bottom of the building are kept horizontal, then the upper end upright 1 and the cross rod 2 are installed, the upright 1 is sleeved on the rod wall of the limiting rod 15, and the sliding chute 13 is slidably connected with the sliding block 16, so that the disc direction on the upright 1 is fixed, meanwhile, the fastening bolt 9 is connected to the inside of the second threaded hole 14, the stability of the upright 1 is enhanced, then the cross rod 2 is installed, the cross rod 2 after installation is placed in the groove of the supporting plate 12, the supporting effect is carried out on the cross rod 2, then the second base 3 is installed, the screw 7 is in the inside of the first threaded hole 5, at this time, the position of the base 3 is not required to be fixed, the upright 1 and the cross rod 2 at the upper end are installed first, during installation, the distance between the upright 1 and the cross rod 2 is adjusted by rotating the screw 7 according to the distance between the disc and the cross rod 2, the installation is completed, the upright 3 and the cross rod 2 is installed, then the post 3 is fixed through the fixing rod 4, and the bottom of the upright 3 is installed, and then the base 2 is installed more conveniently, and the base 1 is installed on the base 2.
While the fundamental and principal features of the utility model and advantages of the utility model have been shown and described, it will be apparent to those skilled in the art that the utility model is not limited to the details of the foregoing exemplary embodiments, but may be embodied in other specific forms without departing from the spirit or essential characteristics thereof. The present embodiments are, therefore, to be considered in all respects as illustrative and not restrictive, the scope of the utility model being indicated by the appended claims rather than by the foregoing description, and all changes which come within the meaning and range of equivalency of the claims are therefore intended to be embraced therein. Any reference sign in a claim should not be construed as limiting the claim concerned.
Furthermore, it should be understood that although the present disclosure describes embodiments, not every embodiment is provided with a separate embodiment, and that this description is provided for clarity only, and that the disclosure is not limited to the embodiments described in detail below, and that the embodiments described in the examples may be combined as appropriate to form other embodiments that will be apparent to those skilled in the art.
Claims (6)
1. Socket joint dish knot formula scaffold support arrangement suitable for tall and big template, its characterized in that: including pole setting (1), horizontal pole (2) and base (3), pole setting (1) and horizontal pole (2) pass through disc interconnect, the upper end fixed mounting of base (3) has installation pipe (8), the internally mounted of installation pipe (8) has gag lever post (15), the lower extreme of gag lever post (15) and the upper end fixed connection of base (3), the lateral wall fixed mounting of gag lever post (15) has slider (16), spout (13) have been seted up to the inside lateral wall of pole setting (1), pole setting (1) slip cup joint in the wall of gag lever post (15), and slider (16) pass through gag lever post (15) and spout (13) sliding connection.
2. A socket and spigot joint disc buckle scaffold support apparatus for tall templates according to claim 1, wherein: the novel screw comprises a base (3), wherein first threaded holes (5) are symmetrically formed in the left end side wall of the base (3), a threaded pipe (6) is symmetrically and fixedly arranged at the right end of the base (3), a screw rod (7) is connected with the internal threads of the threaded pipe (6), and the screw rod (7) and the first threaded holes (5) are in threaded connection with the inside of the first threaded holes (5) when the base (3) is installed.
3. A socket and spigot joint disc buckle scaffold support apparatus for tall templates according to claim 1, wherein: second screw holes (14) are symmetrically formed in the side walls of the two ends of the lower portion of the vertical rod (1), fastening bolts (9) are connected with the inner portions of the side walls of the two ends of the installation pipe (8) in a threaded mode, and the fastening bolts (9) are connected with the inner portions of the second screw holes (14) through the installation pipe (8) in a threaded mode.
4. A socket and spigot joint disc buckle scaffold support apparatus for tall templates according to claim 1, wherein: the utility model discloses a horizontal pole (2) is equipped with installation pipe (8), including installation pipe (8), fixed plate (10) are all fixed mounting to both ends lateral wall, the upper end fixed mounting of fixed plate (10) has bracing piece (11), and forty-five degrees of bracing piece (11) slope, the upper end fixedly connected with backup pad (12) of bracing piece (11), the recess is seted up to the inside of backup pad (12), and is used for placing horizontal pole (2).
5. A socket and spigot joint disc buckle scaffold support apparatus for tall templates according to claim 1, wherein: the fixing rods (4) are arranged inside the two ends of the base (3), the fixing rods (4) are used for penetrating through the ground, and the positions of the fixing rods (4) are fixed.
6. A socket and spigot joint disc buckle scaffold support apparatus for tall templates according to claim 1, wherein: the size of the vertical rod (1) is matched with the inner size of the installation pipe (8).
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN202323241313.XU CN221168572U (en) | 2023-11-30 | 2023-11-30 | Socket-and-spigot joint dish knot formula scaffold support device suitable for high and large templates |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN202323241313.XU CN221168572U (en) | 2023-11-30 | 2023-11-30 | Socket-and-spigot joint dish knot formula scaffold support device suitable for high and large templates |
Publications (1)
Publication Number | Publication Date |
---|---|
CN221168572U true CN221168572U (en) | 2024-06-18 |
Family
ID=91440435
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
CN202323241313.XU Active CN221168572U (en) | 2023-11-30 | 2023-11-30 | Socket-and-spigot joint dish knot formula scaffold support device suitable for high and large templates |
Country Status (1)
Country | Link |
---|---|
CN (1) | CN221168572U (en) |
-
2023
- 2023-11-30 CN CN202323241313.XU patent/CN221168572U/en active Active
Similar Documents
Publication | Publication Date | Title |
---|---|---|
CN106088587A (en) | A kind of Combined formwork support system | |
CN108952008A (en) | Insert-type steel pipe concrete column and construction method | |
CN111894315B (en) | Support system of hyperbolic structure and construction process thereof | |
CN110485707A (en) | Wall column formwork blocks levelling device and its construction method | |
CN221168572U (en) | Socket-and-spigot joint dish knot formula scaffold support device suitable for high and large templates | |
CN212689582U (en) | Template strutting arrangement for building concrete | |
CN214834659U (en) | Attached supporting steel frame | |
CN216516763U (en) | But height-adjusting's multi-functional storing scaffold frame | |
CN215290247U (en) | Easily build reinforced structure of formula tower crane foundation | |
CN208949829U (en) | A kind of truss-like cantilever form | |
CN214072556U (en) | Hydraulic engineering management is with site operation drawing frame | |
CN220116971U (en) | Tunnel pavement concrete rapid construction device | |
CN207079615U (en) | A kind of roller-coaster built-in fitting support system | |
CN205894662U (en) | Modular triangle steel truss template | |
CN211037753U (en) | Novel scaffold for constructional engineering | |
CN219327290U (en) | Face limit operation platform | |
CN220059030U (en) | Top support frame device | |
CN221256138U (en) | Quick-dismantling jacking bracket device based on post-pouring belt | |
CN221095871U (en) | Wall post template supports straightness correction integral type instrument that hangs down | |
CN218643868U (en) | Stair slant bench formwork support device | |
CN113914613B (en) | Lantern frame capable of guaranteeing verticality of ultrahigh single-column and construction method thereof | |
CN212053763U (en) | Door and window mould | |
CN220565706U (en) | Assembled wedge staple bolt template strutting arrangement | |
CN219672083U (en) | Wall connecting construction device suitable for large-span large-layer high outer scaffold | |
CN216893523U (en) | Strutting arrangement for building engineering |
Legal Events
Date | Code | Title | Description |
---|---|---|---|
GR01 | Patent grant |