CN209556318U - A bracket formula bearing structure for scaffold frame is set up - Google Patents
A bracket formula bearing structure for scaffold frame is set up Download PDFInfo
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- CN209556318U CN209556318U CN201822156583.3U CN201822156583U CN209556318U CN 209556318 U CN209556318 U CN 209556318U CN 201822156583 U CN201822156583 U CN 201822156583U CN 209556318 U CN209556318 U CN 209556318U
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- scaffold
- type support
- rod
- support construction
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- 238000010276 construction Methods 0.000 claims description 22
- 229910000831 Steel Inorganic materials 0.000 claims description 12
- 239000010959 steel Substances 0.000 claims description 12
- 239000003381 stabilizer Substances 0.000 claims description 9
- XEEYBQQBJWHFJM-UHFFFAOYSA-N Iron Chemical compound [Fe] XEEYBQQBJWHFJM-UHFFFAOYSA-N 0.000 claims description 4
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims description 4
- 210000004262 dental pulp cavity Anatomy 0.000 claims description 2
- 229910052742 iron Inorganic materials 0.000 claims description 2
- 238000000034 method Methods 0.000 description 3
- 238000005034 decoration Methods 0.000 description 1
- 230000007812 deficiency Effects 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
- 238000004519 manufacturing process Methods 0.000 description 1
- 239000000203 mixture Substances 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
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Abstract
A bracket type supporting structure for erecting a scaffold comprises a horizontal ram, a plurality of inclined supporting rods, scaffold butt-joint rods and a connecting plate; the bottom end of the scaffold butt-joint rod is welded with the horizontal ram, and the other end of the scaffold butt-joint rod is a free end and is connected with the scaffold upright rod; one end of each inclined supporting rod is welded with the horizontal ram, and the other end of each inclined supporting rod is welded with the connecting plate; and one end of the horizontal ram is welded with a connecting plate. The utility model is suitable for an in the scaffold frame work progress of encorbelmenting, as the bearing structure that encorbelments of the concrete structure side of having accomplished, its atress is rational in infrastructure, convenient operation, and the suitability is strong.
Description
Technical field:
The utility model belongs to building, municipal construction field, in particular to a kind of corbel type branch for scaffold building
Support structure.
Background technique:
Scaffold is common construction equipment in construction, refers to that construction site is worker operation and solves vertical and water
Flat transport and set up various brackets, refer to and be used in exterior wall, interior decoration on construction site or layer height is higher directly to construct
Place, gone along with sb. to guard him primarily as operation above and below construction personnel or perimeter security net and high-altitude installation component.
But existing scaffold exists in the construction process, and assembly and disassembly are difficult, store, carrying is inconvenient, merges the problems such as trouble, separately
Also some buildings are not easy to set up console mode scaffold outside, can consider to set up builder's jack at this time.
Summary of the invention:
The purpose of this utility model, which is that, overcomes above-mentioned the deficiencies in the prior art, and provides a kind of for foot hand
The corbel type support construction that frame is set up, the device force structure is reasonable, easy to operate and strong applicability.
As above design, the technical solution of the utility model is: a kind of corbel type support construction for scaffold building,
It is characterized in that: including horizontal rod, more skewed horizontal load bars, scaffolds to extension bar and connecting plate;The scaffold is to extension bar
Bottom end and horizontal rod weld, and the other end is that free end is connect with scaffold upright rod;Every skewed horizontal load bar one end difference
It is welded with horizontal rod, the other end is welded with connecting plate;One end of the horizontal rod is welded with connecting plate.
The horizontal rod length is greater than scaffold distance from the wall+scaffold upright rod olo+50mm.
The horizontal rod is caliber >=48mm steel pipe.
The horizontal rod is horizontal cross-section >=48mm fashioned iron.
The skewed horizontal load bar is two root canal diameters=48mm steel pipe, they form three feet of overhanging between horizontal rod
Frame, and stabilizer bar is connected with by fastener between two skewed horizontal load bars.
The scaffold is caliber=48mm steel pipe to extension bar.
The more steady fixed poles in longitudinal direction are connected by fastener in the stabilizer bar.
The connecting plate is plate thickness >=6mm steel plate, and prepared screw-bolt hole matches with pre-embedded bolt thereon.
The stabilizer bar is caliber=48mm steel pipe.
The longitudinal stability bar is caliber=48mm steel pipe.
The utility model is suitable for the overhanging branch builder's jack work progress, as completed concrete structure side
Support structure, force structure is reasonable, easy to operate, strong applicability.
Detailed description of the invention:
Fig. 1 is the structural schematic diagram of the utility model;
Fig. 2 is the A-A sectional view of Fig. 1;
Fig. 3 is the B-B sectional view of Fig. 1;
Fig. 4 is the implementation figure of the utility model.
In figure: the horizontal rod of 1-, 2- skewed horizontal load bar, 3- scaffold are to extension bar, 4- connecting plate, 5- stabilizer bar, 6-
Longitudinal stability bar, 7- prepared screw-bolt hole, 8- concret building;9- scaffold;10- reserves bolt;11- overhangs tripod.
Specific embodiment:
It is as shown in Figs. 1-3: a kind of corbel type support construction for scaffold building, including horizontal rod 1, two oblique
Support rod 2, scaffold are to extension bar 3 and two pieces of connecting plates 4.The scaffold welds the bottom end of extension bar and horizontal rod, another
End is that free end is connect with the upright bar of scaffold 9 by sleeve couple;One end of two skewed horizontal load bars 2 respectively with level
Rod 1 welds, and the other end is welded with connecting plate 4, the composition overhanging tripod 11 between horizontal rod 1;The horizontal rod
One end be welded with connecting plate 4.
The horizontal rod length is greater than scaffold distance from the wall+scaffold upright rod olo+50mm.
Stabilizer bar 5 is connected with by fastener between two skewed horizontal load bars.
The steady fixed pole 6 in more longitudinal directions is connected by fastener in the stabilizer bar.
Prepared screw-bolt hole 7 matches with pre-embedded bolt 10 on the connecting plate.
As shown in Figure 4: the application method of the utility model is:
1, when bottom concrete is constructed, in 4 position of opening pre-embedded bolt 10 of connecting plate.
2, the present apparatus is fixed by bolts on concret building bottom wall.
3, when overlapping scaffold, free end of the scaffold to extension bar is connect with the upright bar of scaffold 9 by sleeve couple
The utility model can easily realize that side builder's jack is constructed, and simplify construction, easy to operate, force structure
Rationally, securely and reliably, low manufacture cost.
The above is only the preferred embodiment of the utility model only, is not intended to limit the utility model, all at this
Made any modifications, equivalent replacements, and improvements etc., should be included in the utility model within the spirit and principle of utility model
Protection scope within.
Claims (10)
1. a kind of corbel type support construction for scaffold building, it is characterised in that: including horizontal rod, more skewed horizontal loads
Bar, scaffold are to extension bar and connecting plate;The scaffold welds the bottom end of extension bar and horizontal rod, the other end be free end with
Scaffold upright rod connection;Described every skewed horizontal load bar one end is welded with horizontal rod respectively, and the other end is welded with connecting plate;
One end of the horizontal rod is welded with connecting plate.
2. a kind of corbel type support construction for scaffold building according to claim 1, it is characterised in that: the water
Flat rod length is greater than scaffold distance from the wall+scaffold upright rod olo+50mm.
3. a kind of corbel type support construction for scaffold building according to claim 1, it is characterised in that: the water
Flat rod is caliber >=48mm steel pipe.
4. a kind of corbel type support construction for scaffold building according to claim 1, it is characterised in that: the water
Flat rod is horizontal cross-section >=48mm fashioned iron.
5. a kind of corbel type support construction for scaffold building according to claim 1, it is characterised in that: described oblique
It is two root canal diameters=48mm steel pipe to support rod, they form overhanging tripod, and two oblique branch between horizontal rod
Stabilizer bar is connected between strut.
6. a kind of corbel type support construction for scaffold building according to claim 1, it is characterised in that: the foot
Hand cradle is caliber=48mm steel pipe to extension bar.
7. a kind of corbel type support construction for scaffold building according to claim 1, it is characterised in that: the company
Fishplate bar is plate thickness >=6mm steel plate, and prepared screw-bolt hole matches with pre-embedded bolt thereon.
8. a kind of corbel type support construction for scaffold building according to claim 5, it is characterised in that: the cross
The more steady fixed poles in longitudinal direction are connected by fastener on stabiliser bar.
9. a kind of corbel type support construction for scaffold building according to claim 5, it is characterised in that: the cross
It is caliber=48mm steel pipe to stabiliser bar.
10. a kind of corbel type support construction for scaffold building according to claim 8, it is characterised in that: described
Longitudinal steady fixed pole is caliber=48mm steel pipe.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201822156583.3U CN209556318U (en) | 2018-12-21 | 2018-12-21 | A bracket formula bearing structure for scaffold frame is set up |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201822156583.3U CN209556318U (en) | 2018-12-21 | 2018-12-21 | A bracket formula bearing structure for scaffold frame is set up |
Publications (1)
Publication Number | Publication Date |
---|---|
CN209556318U true CN209556318U (en) | 2019-10-29 |
Family
ID=68303236
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
CN201822156583.3U Active CN209556318U (en) | 2018-12-21 | 2018-12-21 | A bracket formula bearing structure for scaffold frame is set up |
Country Status (1)
Country | Link |
---|---|
CN (1) | CN209556318U (en) |
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2018
- 2018-12-21 CN CN201822156583.3U patent/CN209556318U/en active Active
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