CN211817846U - Overhanging scaffold - Google Patents
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- CN211817846U CN211817846U CN202020261894.0U CN202020261894U CN211817846U CN 211817846 U CN211817846 U CN 211817846U CN 202020261894 U CN202020261894 U CN 202020261894U CN 211817846 U CN211817846 U CN 211817846U
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Abstract
The utility model provides a scaffold frame of encorbelmenting belongs to building technical field. It has solved the current not high problem of scaffold frame fastness of encorbelmenting. This scaffold that encorbelments scaffold frame includes steel sheet one, steel sheet two, two steel sheets are used for with the wall body fixed, the opposite side of steel sheet one with even wall spare one end welding, the opposite side and the I-steel one end welding of steel sheet two, the support body has set firmly on the face of I-steel, it is fixed with the support body to link wall spare, a wire rope sets firmly on the wall body, the wire rope other end extends to the I-steel and is connected with the I-steel, the scaffold that encorbelments still includes with the steel pipe, steel sheet three is used for with the wall body fixed, the one end and the three welded fastening of steel sheet of steel pipe, other end welded fastening is in I-steel bottom surface middle part, this scaffold that encorbelments scaffold structure is simple, the fastness of.
Description
Technical Field
The utility model belongs to the technical field of the building, a scaffold frame of encorbelmenting is related to.
Background
Along with the progress of science and technology, the speed of building the house is faster and faster nowadays, and in the construction process, the constructor generally can be used for safe handling outside the building to build the scaffold frame of encorbelmenting, also can accelerate the construction speed.
Among the prior art, the constructor generally can be on the outer wall body of building fixed mounting I-steel, the I-steel goes up to return and builds the support body of the scaffold frame of encorbelmenting, the support body generally cup joints and fixes the constitution by a plurality of metal pole settings and a plurality of metal horizontal poles, metal pole setting one end can support with I-steel one side face and lean on and fix through welding mode, make the support body fix on the I-steel, still can be through a wire rope of bolt fastening on the outer wall body of building, the wire rope other end still can not be fixed with the one end that the outer wall body is connected with the I-steel, improve joint strength between I.
However, the construction of the building needs a certain time, the frame body and the I-steel are only welded and fixed, cracks are likely to appear at the welding position after long-time split blowing and sun drying, the safety of the cantilever scaffold is seriously affected, a certain danger coefficient also exists when the I-steel is reinforced in connection strength through the steel wire rope, the steel wire rope is likely to be rusted or cracked after being subjected to wind blowing and sun drying for a long time, if the phenomenon occurs, the I-steel is connected with the outer wall of the building only by the I-steel, the unstable connection is likely to occur, the cantilever scaffold outside the building is likely to fall off, and the safety of a constructor is seriously affected.
SUMMERY OF THE UTILITY MODEL
The utility model aims at having the above-mentioned problem to current technique, provided a scaffold frame of encorbelmenting, the utility model aims to solve the technical problem that: how to improve the fastness of the overhanging scaffold.
The purpose of the utility model can be realized by the following technical proposal: the utility model provides a scaffold frame encorbelments, includes two steel sheets, support body, I-steel, and wire rope, two one sides of steel sheet are used for with wall connection, two one sides of steel sheet link firmly with the one end of I-steel, the support body sets firmly in I-steel one side face, its characterized in that, wire rope one end is used for with wall connection, and the other end is connected with the I-steel, scaffold frame encorbelments still includes three and the steel pipe of steel sheet, three steel sheets are used for with wall connection, steel pipe one end links firmly with the steel sheet three-phase, and the other end links firmly with the I-.
In the overhanging scaffold, one side of the steel plate two is fixedly connected with a wall body, the other side of the steel plate two is fixedly connected with the I-shaped steel, the plate surface of one side of the I-shaped steel is abutted against the scaffold body, the scaffold body is fixedly connected with the I-shaped steel plate surface, the scaffold body of the overhanging scaffold is fixed without collapse, the I-shaped steel is tensioned by using a steel wire rope, and the other end of the steel wire rope is fixed on the wall, so that the supporting force of the I-shaped steel is enhanced, the pressure on the I-shaped steel is unloaded to a certain degree, the overhanging scaffold is firmer, one side of the steel plate is fixedly arranged on the wall, the other side of the steel plate is abutted against the steel pipe, and the steel pipe is fixedly connected with the third steel plate, the other end of the steel pipe is abutted against the side wall of the I-shaped steel, the pressure applied to the other part of the I-shaped steel can be unloaded through the steel pipe, the bearing strength of the I-shaped steel is greatly improved, the cantilever scaffold is firmer, and the construction is safer for constructors during construction.
In the overhanging scaffold, one end of the steel pipe is fixedly connected to the middle of the bottom surface of the I-shaped steel, and the joint of the steel pipe and the I-shaped steel, the joint of the steel pipe and the third steel plate and the joint of the I-shaped steel and the third steel plate are distributed in a triangular shape.
The steel pipe is particularly fixedly connected to the middle of the bottom surface of the I-shaped steel, so that the bearing capacity of the I-shaped steel is better, the steel pipe can exert the bearing capacity of the steel pipe to the maximum extent, and the steel plate III is fixedly arranged on a wall body, so that the joint of the steel pipe and the I-shaped steel, the joint of the steel pipe and the steel plate III and the joint of the I-shaped steel and the steel plate III are in triangular distribution, a triangle can be roughly formed after three-point connection, the triangle has high stability, the bearing capacity of the I-shaped steel is improved, and the firmness of the built cantilever scaffold is better.
In foretell scaffold frame of encorbelmenting, the support body includes a plurality of pole settings and a plurality of horizontal pole, a plurality of reinforcing bars have set firmly on the I-steel, the pole setting is the cavity form, the reinforcing bar can correspond in inserting the pole setting, the pole setting sets firmly on the I-steel.
When the support body needs to be installed on the I-steel, the steel bars on the I-steel plate surface can be inserted into the vertical rods of the support body, the vertical rods of the support body are fixedly connected to the plate surface of the I-steel, the connection strength of the I-steel and the support body is stronger, the phenomenon that the support body is shaken in a delay manner can be prevented to a certain extent in the use process, and the firmness of the cantilever scaffold is improved.
In foretell scaffold frame of encorbelmenting, scaffold frame of encorbelmenting still includes even wall spare and steel sheet one, steel sheet one is used for being connected with the wall, even wall spare one end links firmly on steel sheet one, and the other end links firmly on the support body.
Even wall spare one end links firmly with steel sheet one mutually, and the other end links firmly with extending to support body and support body mutually, does not set up the scaffold frame of encorbelmenting of I-steel to the wall and consolidates, prevents to encorbelment that the scaffold frame from appearing rocking, has consolidated the scaffold frame of encorbelmenting, and at the higher building of floor, all install the I-steel outside every floor, has improved economic nature.
In foretell scaffold frame of encorbelmenting, link firmly through the welding mode between I-steel and the steel sheet two, the reinforcing bar is fixed on the I-steel plate face through the welding mode, the pole setting links firmly on the I-steel plate face through the welding mode.
The I-steel and the second steel plate are connected in a welding mode, so that the I-steel can be more firmly connected with the second steel plate, the bearing strength is stronger, looseness cannot occur, the steel bar is welded on the surface of the I-steel and is spliced with the vertical rod, the vertical rod is also welded on the surface of the I-steel, the strength of the cantilever scaffold is further reinforced, and the cantilever scaffold is prevented from shaking in the using process.
In foretell scaffold frame of encorbelmenting, the steel pipe links firmly one end with the steel sheet three-phase and links firmly through the welding mode, the I-steel links firmly one end with the steel pipe mutually and links firmly through the welding mode.
The two ends of the steel pipe are also fixed in a welding mode, one end of the steel pipe is welded with the steel plate III, and the other end of the steel pipe is welded with the surface of the I-shaped steel plate, so that the connection strength between the steel pipe and the I-shaped steel is enhanced, and the steel pipe can better assist the I-shaped steel to bear pressure.
In the overhanging scaffold, the steel pipe is fixedly connected with the third steel plate through a bolt, and the I-shaped steel is fixedly connected with the steel pipe through a bolt.
The both ends of steel pipe are also fixed through the mode of bolt, can enough strengthen steel pipe and joint strength between the two, make the supplementary I-steel that the steel pipe can be better bear pressure, also make things convenient for follow-up building to accomplish the back, and it is more convenient that the steel pipe is demolishd.
In the overhanging scaffold, a rubber sheath is arranged at one end of the steel wire rope connected with the I-shaped steel.
The rubber sheath is arranged at one end, connected with the I-shaped steel, of the steel wire rope, the steel wire rope can be protected, abrasion to the steel wire rope due to friction between the steel wire rope and the I-shaped steel is prevented, and the cantilever scaffold is prevented from being insecure.
In the overhanging scaffold, the wall connecting piece is a metal pipe.
The wall connecting piece is a metal pipe, has higher strength and hardness, is not easy to break and deform under the condition of tension, prevents the unstable condition of the cantilever scaffold in the use process, and improves the stability of the cantilever scaffold.
Compared with the prior art, this scaffold frame of encorbelmenting has following advantage:
the cantilever scaffold is provided with the steel pipe, one end of the steel pipe is fixedly connected with the steel plate III, and one end of the steel pipe is fixedly connected with the I-shaped steel, so that the stress strength of the I-shaped steel is enhanced, and the firmness of the cantilever scaffold is improved.
The pole setting of support body is cavity form, and the I-steel face has set firmly the reinforcing bar, and the reinforcing bar can peg graft with the pole setting, and the pole setting sets firmly the face at the I-steel after pegging graft, can effectually prevent to encorbelment the scaffold frame in follow-up use and take place to rock the phenomenon.
And thirdly, a wall connecting piece is fixedly arranged on the first steel plate, the other end of the wall connecting piece is connected with the support body, the stability degree of the support body is improved, and the shaking phenomenon of the cantilever scaffold is prevented.
And the joints of the steel pipes and the I-shaped steel, the joints of the steel pipes and the steel plate III and the joints of the I-shaped steel and the steel plate III are distributed at three points, so that the bearing strength of the I-shaped steel is further improved, and the cantilever scaffold is more stable in the subsequent use process.
And fifthly, a rubber sheath is arranged at one end of the steel wire rope connected with the I-shaped steel, so that the steel wire rope is effectively prevented from being abraded.
Drawings
Fig. 1 is a first structural schematic diagram of the cantilever scaffold.
Fig. 2 is a structural schematic diagram II of the cantilever scaffold.
Fig. 3 is a third structural schematic diagram of the cantilever scaffold.
Fig. 4 is a schematic connection diagram of I-shaped steel in the cantilever scaffold.
Fig. 5 is a schematic connecting view of the wall connecting member in the cantilever scaffold.
In the figure, 1, a first steel plate; 2. a second steel plate; 3. a third steel plate; 4. a frame body; 5. a cross bar; 6. erecting a rod; 7. i-shaped steel; 8. a wall connecting piece; 9. reinforcing steel bars; 10. a wire rope; 11. a rubber sheath; 12. and (5) steel pipes.
Detailed Description
The following are specific embodiments of the present invention and the accompanying drawings are used to further describe the technical solution of the present invention, but the present invention is not limited to these embodiments.
The cantilever scaffold comprises a first steel plate 1, a second steel plate 2, a third steel plate 3, a frame body 4, a cross rod 5, a vertical rod 6, an I-shaped steel 7, a wall connecting piece 8, a steel wire rope 9, a steel bar 10, a rubber sheath 11 and a steel pipe 12.
Example one
As shown in fig. 1-5, the overhanging scaffold comprises a first steel plate 1, a second steel plate 2 and a third steel plate 3 which can be connected with a wall, wherein one side of each of the three steel plates is fixedly arranged on the wall through at least two bolts, the other side of the second steel plate 2 is fixedly welded with one end of an I-shaped steel 7 in a welding mode, and the I-shaped steel 7 is always used for bearing a frame body 4 for hanging the scaffold in the subsequent work and is an important carrier.
The steel plate III 3 is arranged on the wall body below the steel plate II 2, the connection mode of the steel plate III 3 and the wall body is consistent with that of the steel plate II 2, the other side of the steel plate III 2 is abutted against one end of a steel pipe 12 and is fixed in a welding mode, the other end of the steel pipe 12 is abutted against the bottom surface of the I-shaped steel 7, specifically, the other end of the steel pipe 12 is abutted against the middle of the bottom surface of the I-shaped steel 7 and is also fixed on the bottom surface of the I-shaped steel 7 in a welding mode, the I-shaped steel 7 can be fixedly arranged on one side of the steel plate II 2 in a welding mode, the connection strength of the I-shaped steel 7 through the steel pipe 12 is enhanced, the bearing capacity of the I-shaped steel 7 is improved, the welding position of the I-shaped steel 7 and the steel pipe 12, the welding position of the steel pipe 12 and the steel plate III 3 and the welding, the bearing capacity of the I-steel 7 is better.
The frame body 4 is welded on the top surface of the I-shaped steel 7, at least two reinforcing steel bars 10 are welded on the top surface of the I-shaped steel 7 before welding, one ends of the reinforcing steel bars 10 are fixed with the top surface of the I-shaped steel 7 in a welding mode, the frame body 4 comprises a plurality of upright posts 6 and a plurality of cross rods 5, the cross rods 5 and the upright posts 6 are mutually fixed to form the frame body 4, the upright posts 6 at the welding positions of the frame body 4 and the I-shaped steel 7 are hollow, the upright posts 6 can be inserted into the reinforcing steel bars 10 and then welded, the upright posts 6 are welded and fixed on the top surface of the I-shaped steel 7, then the frame body 4 is built upwards, the frame body 4 is formed by inserting the upright posts 6 into the reinforcing steel bars 10 and then welding the upright posts 6 with the I-shaped steel 7, the connecting strength between the frame body 4 and the I-shaped steel 7 is enhanced, and the matching of, the frame body 4 is prevented from shaking in the reusing process.
On the wall body of two 2 tops of steel sheet 1 located, it is unanimous with two 2 of steel sheet with the connected mode of wall body, the opposite side of steel sheet 1 links wall 8 one end with one and supports and lean on, link wall 8 specifically can be the tubular metal resonator of a more metallic form, and link wall 8 and the one end that steel sheet 1 supported and support and fix through welding mode, the other end and the support body 4 of linking wall 8 support and support body 4 support, and weld through welding mode and the pole setting 6 of support body 4, link wall 8 can not consolidate the part with I-steel 7 to support body 4 through the welded mode, prevent that support body 4 from taking place to rock in follow-up use, and link the tubular metal resonator that wall adopted, adopt the hardness height, the material composition that tensile strength is good.
The cantilever scaffold further comprises a steel wire rope 9, one end of the steel wire rope 9 is fixed on a wall body, the concrete position of the steel wire rope is arranged on the wall body between a first steel plate 1 and a second steel plate 2, the other end of the steel wire rope is connected with two side walls of the I-shaped steel 7, a rubber sheath 11 is arranged at one end connected with the I-shaped steel 7, the steel wire rope 9 can further improve the bearing capacity of the I-shaped steel 7, the rubber sheath 11 can protect the steel wire rope 9, and the steel wire rope 9 and the I-shaped steel 7 are prevented from being abraded.
As shown in the figure I, when the cantilever scaffold is built on a floor with a balcony, firstly, one side of a second steel plate 2 is fixed on the wall through bolts by bolts on a second layer of balcony, the number of the bolts is not less than two, the other side of the second steel plate 2 is welded with a No. 16I-steel 7 in a welding mode, then a frame body 4 is fixed on the plate surface on one side of the I-steel 7, the frame body 4 is formed by splicing a plurality of upright rods 6 and a plurality of cross rods 5 in the transverse direction, the plurality of upright rods 6 and the plurality of cross rods 5 are spliced in the longitudinal direction to form the frame body 4 in a multi-layer mode, a plurality of reinforcing steel bars 10 are welded and fixed on one end, abutted against the I-steel 7 and the frame body 4, the number of the reinforcing steel bars 10 corresponds to the upright rods 6 of the frame, the upright posts 6 are fixed on the top side plate surface of the I-steel 7 in a welding mode, the cross rods 5 and the upright posts 6 are upwards spliced layer by layer, bamboo fences are paved on the cross rods 5, and a safety net and a railing are arranged on the outer layer of the frame body 4.
The third steel plate 3 is fixed on the wall through bolts on one side of the third steel plate 3 at the first-layer balcony, the number of the bolts is not less than two, the other side of the second steel plate 2 is welded with one end of a steel pipe 12 with the diameter not less than 3.5 cm in a welding mode, the other end of the steel pipe 12 abuts against the bottom surface of the I-shaped steel 7, and the steel pipe 12 is welded on the plate surface of the I-shaped steel 7 in a welding mode.
The steel plate 1 is fixed on the wall through the bolts on one side of the steel plate 1 at the third-layer balcony, the number of the bolts is not less than two, the other side of the steel plate 1 is welded with the wall connecting piece 8 through a welding mode, and the other end of the wall connecting piece 8 extends to the frame body 4 and is fixedly connected with the frame body 4.
A bolt is installed on a wall between the second layer and the third layer of the balcony, one end of the bolt is connected with a steel wire rope 9, the other end of the steel wire rope 9 extends to the I-shaped steel 7 and is connected to the side wall, abutted to the adjacent side wall, of the I-shaped steel 7 and the frame body 4, and a rubber sheath 11 is arranged at the joint of the steel wire rope 9 and the I-shaped steel 7.
As shown in the second drawing, when the cantilever scaffold is built on a common wall body, firstly, one side of a second steel plate 2 is fixed on the wall body through bolts by bolts at a second layer of balcony, the number of the bolts is not less than two, the other side of the second steel plate 2 is welded with a No. 16I-steel 7 in a welding mode, then a frame body 4 is fixed on the plate surface at one side of the I-steel 7, the frame body 4 is formed by splicing a plurality of vertical rods 6 and a plurality of cross rods 5, the frame body 4 forms a channel by the two vertical rods 6 in the transverse direction, then the vertical rods 6 and the cross rods 5 are spliced in the longitudinal direction, the frame body 4 is formed by splicing a plurality of layers, a plurality of reinforcing steel bars 10 are welded and fixed at one end of the I-steel 7 abutted against the frame body 4, the number and the position of the reinforcing steel bars 10 correspond to the vertical rods 6 of the frame body 4, the upright posts 6 are fixed on the top side plate surface of the I-steel 7 in a welding mode, the cross rods 5 and the upright posts 6 are upwards spliced layer by layer, bamboo fences are paved on the cross rods 5, and a safety net and a railing are arranged on the outer layer of the frame body 4.
The third steel plate 3 is fixed on the wall through bolts on one side of the third steel plate 3 at the first-layer balcony, the number of the bolts is not less than two, the other side of the second steel plate 2 is welded with one end of a steel pipe 12 with the diameter not less than 3.5 cm in a welding mode, the other end of the steel pipe 12 abuts against the bottom surface of the I-shaped steel 7, and the steel pipe 12 is welded on the plate surface of the I-shaped steel 7 in a welding mode.
The steel plate 1 is fixed on the wall through the bolts on one side of the steel plate 1 at the third-layer balcony, the number of the bolts is not less than two, the other side of the steel plate 1 is welded with the wall connecting piece 8 through a welding mode, and the other end of the wall connecting piece 8 extends to the frame body 4 and is fixedly connected with the frame body 4.
A bolt is installed on a wall between the second layer and the third layer of the balcony, one end of the bolt is connected with a steel wire rope 9, the other end of the steel wire rope 9 extends to the I-shaped steel 7 and is connected to the side wall, abutted to the adjacent side wall, of the I-shaped steel 7 and the frame body 4, and a rubber sheath 11 is arranged at the joint of the steel wire rope 9 and the I-shaped steel 7.
As shown in the third figure, when the cantilever scaffold is built on a common wall of a building body, firstly, one side of a second steel plate 2 is fixed on the wall through bolts by bolts at a second layer of balcony, the number of the bolts is not less than two, the other side of the second steel plate 2 is welded with a No. 16I-steel 7 in a welding mode, then a frame body 4 is fixed on the plate surface at one side of the I-steel 7, the frame body 4 is formed by splicing a plurality of upright posts 6 and a plurality of cross bars 5 in the transverse direction, the plurality of upright posts 6 and a plurality of cross bars 5 are spliced in a plurality of layers to form the frame body 4, a plurality of reinforcing steel bars 10 are welded and fixed at one end of the I-steel 7 abutting against the frame body 4, the number and positions of the reinforcing steel bars 10 correspond to the upright posts 6 of the frame, the upright posts 6 are fixed on the top side plate surface of the I-steel 7 in a welding mode, the cross rods 5 and the upright posts 6 are upwards spliced layer by layer, bamboo fences are paved on the cross rods 5, and a safety net and a railing are arranged on the outer layer of the frame body 4.
The third steel plate 3 is fixed on the wall through bolts on one side of the third steel plate 3 at the first-layer balcony, the number of the bolts is not less than two, the other side of the second steel plate 2 is welded with one end of a steel pipe 12 with the diameter not less than 3.5 cm in a welding mode, the other end of the steel pipe 12 abuts against the bottom surface of the I-shaped steel 7, and the steel pipe 12 is welded on the plate surface of the I-shaped steel 7 in a welding mode.
A bolt is installed on a wall between the second layer and the third layer of the balcony, one end of the bolt is connected with a steel wire rope 9, the other end of the steel wire rope 9 extends to the I-shaped steel 7 and is connected to the side wall, abutted to the adjacent side wall, of the I-shaped steel 7 and the frame body 4, and a rubber sheath 11 is arranged at the joint of the steel wire rope 9 and the I-shaped steel 7.
Example two
The structure of the present embodiment is substantially the same as that of the first embodiment, except that: the other side of the steel plate I1 is also provided with a plurality of threaded holes, one end of the wall connecting piece 8 is integrally formed with a fixing plate, the fixing plate is also provided with threaded holes with the same number and positions, one end of the wall connecting piece 8 is fixedly arranged on the wall through a mode of being connected with one side of the steel plate I1 through a bolt, the other side of the steel plate II 2 is also provided with a plurality of threaded holes, one end of the I-shaped steel 7 is integrally formed with a fixing plate, the fixing plate is also provided with threaded holes with the same number and positions, one end of the I-shaped steel 7 is fixedly arranged on the wall through a mode of being connected with one side of the steel plate II 2 through a bolt, the other side of the steel plate III 3 is also provided with a plurality of threaded holes, one end of the steel pipe 12 is integrally formed with a fixing plate, the fixing plate is also provided with threaded holes with the same number and positions, one end, the connection mode is matched with the threaded hole through the bolt, so that the embodiment is fixedly connected in a welding mode, and is connected when the subsequent building is finished, and the dismounting is more convenient.
The specific embodiments described herein are merely illustrative of the spirit of the invention. Various modifications, additions and substitutions for the specific embodiments described herein may be made by those skilled in the art without departing from the spirit of the invention or exceeding the scope of the invention as defined in the accompanying claims.
Claims (9)
1. The utility model provides a scaffold frame encorbelments, includes two (2) steel sheets, support body (4), I-steel (7), and wire rope (9), two (2) steel sheets one side are used for being connected with the wall, two (2) steel sheets one side link firmly with the one end of I-steel (7), support body (4) set firmly in I-steel (7) one side face, its characterized in that, wire rope (9) one end is used for being connected with the wall, and the other end is connected with I-steel (7), scaffold frame encorbelments still includes three (3) steel sheets and steel pipe (12), three (3) steel sheets are used for being connected with the wall, steel pipe (12) one end links firmly mutually with three (3) steel sheets, and the other end links firmly with I-steel (7).
2. The cantilever scaffold according to claim 1, wherein one end of the steel pipe (12) is fixedly connected to the middle of the bottom surface of the I-shaped steel (7), and the connection between the steel pipe (12) and the I-shaped steel (7), the connection between the steel pipe (12) and the steel plate III (3), and the connection between the I-shaped steel (7) and the steel plate III (3) are distributed in a triangular shape.
3. The cantilever scaffold according to claim 1, wherein the scaffold body (4) comprises a plurality of vertical rods (6) and a plurality of cross rods (5), a plurality of steel bars (10) are fixedly arranged on the I-shaped steel (7), the vertical rods (6) are hollow, the steel bars (10) can be correspondingly inserted into the vertical rods (6), and the vertical rods (6) are fixedly arranged on the I-shaped steel (7).
4. An overhanging scaffold according to claim 1, further comprising a first wall connecting member (8) and a first steel plate (1), wherein the first steel plate (1) is used for connecting with a wall, one end of the first wall connecting member (8) is fixedly connected to the first steel plate (1), and the other end is fixedly connected to the frame body (4).
5. A cantilever scaffold according to claim 3, wherein the I-steel (7) and the second steel plate (2) are fixedly connected by welding, the steel bar (10) is fixed on the surface of the I-steel (7) by welding, and the vertical rod (6) is fixedly connected on the surface of the I-steel (7) by welding.
6. The cantilever scaffold according to claim 2, wherein the steel pipe (12) is fixedly connected with the steel plate III (3) at one end by welding, and the I-shaped steel (7) is fixedly connected with the steel pipe (12) at one end by welding.
7. A cantilever scaffold according to claim 2, wherein the steel tube (12) is fixedly connected with the steel plate III (3) through a bolt, and the I-shaped steel (7) is fixedly connected with the steel tube (12) through a bolt.
8. A cantilever scaffold according to claim 1, wherein the end of the steel cable (9) connected to the i-steel (7) is provided with a rubber sheath (11).
9. A scaffolding according to claim 4, wherein the wall connecting member (8) is a metal tube.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202020261894.0U CN211817846U (en) | 2020-03-05 | 2020-03-05 | Overhanging scaffold |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202020261894.0U CN211817846U (en) | 2020-03-05 | 2020-03-05 | Overhanging scaffold |
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| Publication Number | Publication Date |
|---|---|
| CN211817846U true CN211817846U (en) | 2020-10-30 |
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| CN202020261894.0U Active CN211817846U (en) | 2020-03-05 | 2020-03-05 | Overhanging scaffold |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112982935A (en) * | 2021-03-03 | 2021-06-18 | 淮安市博彦土木工程科学研究院有限公司 | Pull-up scaffold for wide-scene balcony and construction method thereof |
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2020
- 2020-03-05 CN CN202020261894.0U patent/CN211817846U/en active Active
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112982935A (en) * | 2021-03-03 | 2021-06-18 | 淮安市博彦土木工程科学研究院有限公司 | Pull-up scaffold for wide-scene balcony and construction method thereof |
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