CN212642080U - Adjustable overhanging scaffold structure - Google Patents
Adjustable overhanging scaffold structure Download PDFInfo
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- CN212642080U CN212642080U CN202021096116.7U CN202021096116U CN212642080U CN 212642080 U CN212642080 U CN 212642080U CN 202021096116 U CN202021096116 U CN 202021096116U CN 212642080 U CN212642080 U CN 212642080U
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Abstract
The utility model provides a scaffold structure of encorbelmenting with adjustable, including lower floor, middle level floor and upper floor, the tip of lower floor, middle level floor and upper floor all is provided with the wall roof beam, still includes truss, first regulating part, second regulating part, first bracing and scaffold, truss horizontal installation in on the wall roof beam of middle level floor, first regulating part set up in the bottom of truss, the second regulating part install in on the wall roof beam of lower floor's floor, the first end of first bracing can dismantle connect in first regulating part keeps away from one side of middle level floor, the second end of first bracing can dismantle connect in the second regulating part, constitute triangle truss structure between lower floor, middle level floor, truss and the first bracing, the scaffold install in on the truss. The utility model discloses can be applicable to the floor of co-altitude not, application scope is wider, and building material reuse has increased the efficiency of construction.
Description
Technical Field
The utility model belongs to the technical field of the construction technology and specifically relates to indicate a scaffold frame structure encorbelments with adjustable.
Background
The scaffold is a working platform which is erected for ensuring that each construction process is smoothly carried out. Divide into outer scaffold, interior scaffold according to the position of setting up, can divide into wood scaffold, bamboo scaffold, steel pipe scaffold according to the material difference, divide into pole setting formula scaffold, bridge type scaffold, gate-type scaffold, suspension type scaffold, hanging scaffold, choose formula scaffold, climb formula scaffold according to the structural style. Cantilever beam scaffold frame is a scaffold frame commonly used in the engineering, adopts the girder steel of connecting on the outer wall, forms overhanging cantilever beam structure, and this structure bearing is reliable, and it is few to occupy the material during the construction, and use cost is lower.
Among the prior art, the scaffold of encorbelmenting sets up according to the floor interval of standard, when facing different floor height, can not adjust the size of structure of encorbelmenting, and the suitability is relatively poor, needs the size of each component of redesign structure of encorbelmenting during the use, has increased use cost, influences construction period. There is therefore a great need to provide an adjustable cantilever scaffolding structure.
SUMMERY OF THE UTILITY MODEL
The utility model discloses the technical problem that will solve is: the utility model provides a can carry out the scaffold structure of encorbelmenting that adjusts according to different floor heights.
In order to solve the technical problem, the utility model discloses a technical scheme be: the adjustable overhanging scaffold structure comprises a lower floor slab, a middle floor slab and an upper floor slab, wherein wall beams are arranged at the end parts of the lower floor slab, the middle floor slab and the upper floor slab, and the adjustable overhanging scaffold structure also comprises a truss, a first adjusting piece, a second adjusting piece, a first inclined strut and a scaffold;
truss horizontal installation in on the wall roof beam of middle level floor, first regulating part set up in the bottom of truss, the second regulating part install in on the wall roof beam of lower floor's floor, the first end of first bracing can dismantle connect in first regulating part keeps away from one side of middle level floor, the second end of first bracing can dismantle connect in the second regulating part, constitute triangle truss structure between lower floor's floor, middle level floor, truss and the first bracing, the scaffold install in on the truss.
Further, still include the second bracing, the first end of second bracing can dismantle connect in first regulating part is close to one side of middle level floor, the second end of second bracing articulates in the middle part of first bracing.
Further, first regulating part includes first steel anchor plate and first orifice plate, the quantity of first orifice plate is two, two first orifice plate parallel arrangement, the first end of first bracing can be dismantled set up in two between the first orifice plate, first steel anchor plate connect in the truss.
Further, the second regulating part comprises a second steel anchor plate and a second pore plate, the number of the second pore plate is two, the second pore plate is arranged in parallel, the second end of the first inclined strut is detachably arranged between the two second pore plates, and the second steel anchor plate is connected with the wall beam of the lower floor slab.
Furthermore, the number of the upper floor is at least one, and a tie structure is arranged between the scaffold and the wall beam of the upper floor.
Further, the scaffold is connected to the truss through a support base, the support base comprises a third steel anchor plate and a connecting cylinder, the connecting cylinder is welded to the third steel anchor plate, the third steel anchor plate is connected to the truss, and the scaffold is inserted into the connecting cylinder.
The beneficial effects of the utility model reside in that: the truss horizontal installation in on the wall roof beam of middle level floor, the wall roof beam of truss and lower floor is connected respectively in the both ends of first bracing, constitutes stable triangle truss structure between lower floor, middle level floor, truss and the first bracing, the scaffold frame install in can provide stable working face for the constructor on the truss. The utility model discloses in the structure, be provided with first regulating part in the bottom of truss, be provided with the second regulating part on the wall roof beam of lower floor's floor, first bracing is connected in first regulating part and second regulating part, when the floor spacing changes, can adjust the position of first bracing on first regulating part and second regulating part and change the height of triangle truss structure, consequently the utility model discloses the structure can be applicable to the floor of co-altitude not, and application scope is wider, makes things convenient for building material reuse, can also increase the efficiency of construction simultaneously.
Drawings
The specific structure of the present invention is detailed below with reference to the accompanying drawings:
fig. 1 is a front view of the present invention;
fig. 2 is a bottom view of the first adjusting member of the present invention;
FIG. 3 is a right side view of a second adjustment member of the present invention;
fig. 4 is a perspective view of a second adjusting member of the present invention;
fig. 5 is a top view of the bracket base of the present invention.
In the figure: 1-lower floor, 2-middle floor, 3-upper floor, 4-wall beam, 5-truss, 6-first adjusting piece, 61-first steel anchor plate, 62-first pore plate, 7-second adjusting piece, 71-second steel anchor plate, 72-second pore plate, 8-first diagonal brace, 9-scaffold, 10-second diagonal brace, 11-tie structure, 12-bracket base, 121-third steel anchor plate and 122-connecting cylinder.
Detailed Description
In order to explain technical contents, structural features, and objects and effects of the present invention in detail, the following description is given in conjunction with the embodiments and the accompanying drawings.
Reference will now be made in detail to embodiments of the present invention, examples of which are illustrated in the accompanying drawings, wherein like reference numerals refer to the same or similar elements or elements having the same or similar function throughout. The embodiments described below with reference to the drawings are exemplary and intended to be used for explaining the present invention, and should not be construed as limiting the present invention.
Please refer to fig. 1 to 5, the utility model provides a scaffold frame structure encorbelments with adjustable, mainly used high-rise building construction can directly set up the scaffold frame subaerial when the floor is lower, and the workman stands and can carry out construction work on the scaffold frame. When the floor is higher, directly set up the scaffold from ground, the cost is higher and the load of bottom scaffold is heavier, is difficult to satisfy relevant design requirement, consequently needs the scaffold structure of design overhanging type to accomplish high-rise building's exterior structure construction work. In the existing design, the heights of floors are not completely consistent, and if a completely modularized truss structure is designed, the truss structure cannot be suitable for different building projects, so that the cost of construction enterprises is increased.
The utility model provides a scaffold puts up structure of encorbelmenting with adjustable, including lower floor 1, middle level floor 2 and upper floor 3, the tip of lower floor 1, middle level floor 2 and upper floor 3 all is provided with wall roof beam 4. The utility model discloses still include truss 5, first regulating part 6, second regulating part 7, first bracing 8 and scaffold 9, wherein:
the lower floor slab 1, the middle floor slab 2 and the upper floor slab 3 are floor slabs which sequentially appear from low to high, the truss 5 is horizontally arranged on the wall beam 4 of the middle floor slab 2, and the connection mode can be bolt connection, welding connection and the like. First regulating part 6 sets up in the bottom of truss 5, and second regulating part 7 is installed on the wall roof beam 4 of lower floor 1, and the first end of first bracing 8 can be dismantled and connect in the one end of keeping away from middle floor 2 on first regulating part 6, and the second end of first bracing 8 can be dismantled and connect in second regulating part 7. As can be seen from the above, a triangular truss structure is formed among the lower floor slab 1, the middle floor slab 2, the truss 5 and the first diagonal brace 8, and a stable work platform can be provided for a constructor. The first inclined strut 8 can be detached and adjusted between the first adjusting piece 6 and the second adjusting piece 7, when the inter-floor distance is large, the angle of the first inclined strut 8 is adjusted, the first inclined strut 8 is made to be steeper, and at the moment, the height of the triangular truss structure is increased, so that the triangular truss structure can be used on a building project with a large inter-floor distance. When the inter-floor distance is small, the angle of the first inclined strut 8 is adjusted to enable the first inclined strut 8 to be more gentle, and at the moment, the height of the triangular truss structure is reduced, so that the triangular truss structure can be used on building projects with small inter-floor distance. In the adjustment process, each component does not need to be replaced, so that the components can be repeatedly used, the cost of construction enterprises is reduced, independent customization according to different projects is not needed, and the construction efficiency is improved. The scaffold 9 is installed on the girder 5, and can perform construction work between the middle floor 2 and the upper floor 3.
The utility model provides an among the scaffold structure of encorbelmenting with adjustable, first bracing 8 undertakes the load of scaffold 9 and constructor, construction material's load, consequently needs higher intensity and stability when using. In the in-service use process, if the size of first bracing 8 has been done too big, can increase the installation degree of difficulty, when the size was done less, the easy unstability is crooked and is led to scaffold 9 to collapse, causes the incident. Preferably, in this embodiment, the first inclined strut 8 is connected with a second inclined strut 10, a first end of the second inclined strut 10 is detachably connected to one end of the first adjusting member 6 close to the middle floor 2, and a second end of the second inclined strut 10 is hinged to the middle of the first inclined strut 8. As can be seen from the above, the second diagonal brace 10 changes the original triangular truss structure into a statically indeterminate three triangular truss structure, and the first diagonal brace 8 has increased stability under the action of the second diagonal brace 10. After having increased second bracing 10, scaffold structure is encorbelmented more safely and stably with adjustable, has reduced the emergence risk of incident.
The utility model provides an among the scaffold structure of encorbelmenting with adjustable, first regulating part 6 and second regulating part 7 are used for adjusting the degree of inclination of first bracing 8, and then are applicable to different building intervals, specific:
first regulating part 6 includes first steel anchor plate 61 and first orifice plate 62, and the quantity of first orifice plate 62 is two, parallel arrangement between two first orifice plates 62, and the first end of first bracing 8 sets up between two first orifice plates 62, and the connection between first bracing 8 and the first orifice plate 62 adopts detachable connection form, can adopt bolted connection, forms such as pin joint, adjusts when being convenient for use. The first steel anchor plate 61 is attached to the bottom of the truss 5 in the form of welding or bolting.
The second adjusting part 7 comprises a second steel anchor plate 71 and a second pore plate 72, the number of the second pore plates 72 is two, the two second pore plates 72 are arranged in parallel, the second end of the first inclined strut 8 is arranged between the two second pore plates 72, the first inclined strut 8 and the second pore plates 72 are connected in a detachable connection mode, and the detachable connection mode can adopt a bolt connection mode, a pin connection mode and the like, so that the adjustment is convenient to use. The second steel anchor plate 71 is connected to the wall beam 4 of the lower floor slab 1, and the connection form of the second steel anchor plate 71 and the wall beam 4 can adopt the connection form of chemical bolts, expansion bolts or embedded parts and the like, so that the connection stability of the second steel anchor plate 71 and the wall beam 4 is ensured.
In the work progress, set up a scaffold 9 and need accomplish just next time after the construction of a take the altitude and set up and be under construction, consequently the quantity of upper floor 3 is one at least, and when the quantity of upper floor 3 was more, be provided with drawknot structure 11 between wall beam 4 and scaffold 9 of upper floor 3, through drawknot structure 11 increase scaffold 9's stability. The drawknot configuration 11 may be attached to the wall beam 4 by anchor plates and tie rods.
The utility model provides an among the scaffold structure of encorbelmenting with adjustable, scaffold 9 installs on truss 5, needs firm connection between scaffold 9 and the truss 5, can adopt forms such as welding or bolted connection, increases stability between the two. Preferably, in this embodiment, the scaffold 9 is connected to the truss 5 through the bracket base 12, wherein the bracket base 12 includes a third steel anchor plate 121 and a connecting cylinder 122, the connecting cylinder 122 is welded on the third steel anchor plate 121, the third steel anchor plate 121 is mounted on the truss 5, and the third steel anchor plate 121 can be connected to the truss 5 through welding or bolting, which is a form of bolting in this embodiment. The bottom of the scaffold 9 is inserted into the connecting cylinder 122 for restricting the movement of the connecting cylinder 122.
The utility model discloses in, when adopting bolted connection, be provided with the screw on each component, screw evenly distributed does not influence structural strength simultaneously.
To sum up, the utility model provides an among the scaffold structure of encorbelmenting with adjustable, truss horizontal installation in on the wall roof beam of middle level floor, the wall roof beam of truss and lower floor's floor is connected respectively at the both ends of first bracing, constitutes stable triangle truss structure between lower floor's floor, middle level floor, truss and the first bracing, the scaffold install in can provide stable working face for the constructor on the truss. The utility model discloses in the structure, be provided with first regulating part in the bottom of truss, be provided with the second regulating part on the wall roof beam of lower floor's floor, first bracing is connected in first regulating part and second regulating part, when the floor spacing changes, can adjust the position of first bracing on first regulating part and second regulating part and change the height of triangle truss structure, consequently the utility model discloses the structure can be applicable to the floor of co-altitude not, and application scope is wider, makes things convenient for building material reuse, can also increase the efficiency of construction simultaneously. Set up the second bracing, increased the overall stability of structure. In the high-rise construction, when a plurality of upper floor boards are arranged, a drawknot structure is added, and the stability of the scaffold is improved. The scaffold passes through the support pedestal mounting on the truss, prevents to slide unstability, stability reinforcing.
The above only is the embodiment of the present invention, not limiting the patent scope of the present invention, all the equivalent structures or equivalent processes that are used in the specification and the attached drawings or directly or indirectly applied to other related technical fields are included in the patent protection scope of the present invention.
Claims (6)
1. The utility model provides a scaffold frame structure of encorbelmenting with adjustable, includes lower floor's floor, middle level floor and upper floor, the tip of lower floor's floor, middle level floor and upper floor all is provided with wall roof beam, its characterized in that: the scaffold comprises a truss, a first adjusting piece, a second adjusting piece, a first inclined strut and a scaffold;
truss horizontal installation in on the wall roof beam of middle level floor, first regulating part set up in the bottom of truss, the second regulating part install in on the wall roof beam of lower floor's floor, the first end of first bracing can dismantle connect in first regulating part keeps away from one side of middle level floor, the second end of first bracing can dismantle connect in the second regulating part, constitute triangle truss structure between lower floor's floor, middle level floor, truss and the first bracing, the scaffold install in on the truss.
2. The adjustable cantilevered scaffolding structure as claimed in claim 1 wherein: still include the second bracing, the first end of second bracing can dismantle connect in first regulating part is close to one side of middle level floor, the second end of second bracing articulate in the middle part of first bracing.
3. The adjustable cantilevered scaffolding structure as claimed in claim 2 wherein: first regulating part includes first steel anchor plate and first orifice plate, the quantity of first orifice plate is two, two first orifice plate parallel arrangement, the first end of first bracing can be dismantled set up in two between the first orifice plate, first steel anchor plate connect in the truss.
4. An adjustable overhanging scaffolding structure as claimed in claim 3 wherein: the second regulating part comprises a second steel anchor plate and a second pore plate, the number of the second pore plate is two, the second pore plate is arranged in parallel, the second end of the first inclined strut is detachably arranged between the two second pore plates, and the second steel anchor plate is connected with the wall beam of the lower floor slab.
5. The adjustable cantilevered scaffolding structure as claimed in claim 4 wherein: the number of the upper floor is at least one, and a tie structure is arranged between the scaffold and the wall beam of the upper floor.
6. The adjustable cantilevered scaffolding structure as claimed in claim 5 wherein: the scaffold is connected with the truss through the support base, the support base comprises a third steel anchor plate and a connecting cylinder, the connecting cylinder is welded on the third steel anchor plate, the third steel anchor plate is connected with the truss, and the scaffold is inserted into the connecting cylinder.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202021096116.7U CN212642080U (en) | 2020-06-15 | 2020-06-15 | Adjustable overhanging scaffold structure |
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202021096116.7U CN212642080U (en) | 2020-06-15 | 2020-06-15 | Adjustable overhanging scaffold structure |
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| CN212642080U true CN212642080U (en) | 2021-03-02 |
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| CN202021096116.7U Active CN212642080U (en) | 2020-06-15 | 2020-06-15 | Adjustable overhanging scaffold structure |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN114790818A (en) * | 2022-06-07 | 2022-07-26 | 中冶建工集团有限公司 | Diagonal bracing transition method for accelerating erection of overhanging scaffold |
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2020
- 2020-06-15 CN CN202021096116.7U patent/CN212642080U/en active Active
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN114790818A (en) * | 2022-06-07 | 2022-07-26 | 中冶建工集团有限公司 | Diagonal bracing transition method for accelerating erection of overhanging scaffold |
| CN114790818B (en) * | 2022-06-07 | 2024-04-23 | 中冶建工集团有限公司 | Diagonal bracing transition method for accelerating erection of overhanging scaffold |
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