CN211691384U - Overhanging scaffold for construction engineering - Google Patents
Overhanging scaffold for construction engineering Download PDFInfo
- Publication number
- CN211691384U CN211691384U CN201922478017.9U CN201922478017U CN211691384U CN 211691384 U CN211691384 U CN 211691384U CN 201922478017 U CN201922478017 U CN 201922478017U CN 211691384 U CN211691384 U CN 211691384U
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- scaffold
- connecting plate
- diagonal brace
- scaffold frame
- cross beam
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- 238000010276 construction Methods 0.000 title claims abstract description 18
- 238000003466 welding Methods 0.000 abstract description 2
- 230000004048 modification Effects 0.000 description 3
- 238000012986 modification Methods 0.000 description 3
- 229910000831 Steel Inorganic materials 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 239000010959 steel Substances 0.000 description 1
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Abstract
The utility model discloses a scaffold frame of encorbelmenting for building engineering construction, including first connecting plate, second connecting plate and scaffold frame body, first connecting plate and second connecting plate pass through connecting screw to be connected on the wall, and first connecting plate is located second connecting plate below, and the hinge is connected with main diagonal brace on the first connecting plate to the welding is provided with vice diagonal brace on main diagonal brace, and the end of main diagonal brace and vice diagonal brace is located same horizontal plane and is connected with scaffold frame bottom beam, is used for connecting scaffold frame body on the scaffold frame bottom beam, the vertical perpendicular connecting rod that is connected with on the second connecting plate, the lower extreme and the scaffold frame bottom beam of perpendicular connecting rod are connected. An object of the utility model is to provide a building engineering construction is with scaffold frame of encorbelmenting to expect to increase the safe steadiness of scaffold frame.
Description
Technical Field
The utility model relates to a building tool technical field, concretely relates to scaffold frame of encorbelmenting for building engineering construction.
Background
The scaffold frame of encorbelmenting is the simple and easy facility that uses in a building, and the formula scaffold frame of encorbelmenting generally has two kinds: one is that each layer is chosen, the bottom of the vertical pole is supported on the building position of floor, beam or wall, after the vertical pole is fixed in an outward inclination way, the upper part is set up with a cross bar and a scaffold board to form a construction layer, the construction layer is one layer high, after the vertical pole is transferred to the upper layer, the scaffold is set up again to provide the construction of the upper layer. Because the scaffold frame of encorbelmenting is arranged in high-rise building, consequently requires highlyer to the safe steadiness of scaffold frame of encorbelmenting, and application number is CN 109555300A's patent, has announced a scaffold frame of encorbelmenting, and this scaffold frame of encorbelmenting is fixed on the wall and provides the pulling force to the shaped steel of encorbelmenting and supports, and this kind of mode holding power is comparatively single, and stability is not good, consequently need provide one kind and encorbelment the scaffold frame and increase its safe steadiness.
SUMMERY OF THE UTILITY MODEL
An object of the utility model is to provide a building engineering construction is with scaffold frame of encorbelmenting to expect to increase the safe steadiness of scaffold frame.
In order to solve the technical problem, the utility model adopts the following technical scheme:
the cantilever scaffold for construction engineering construction comprises a first connecting plate, a second connecting plate and a scaffold body, wherein the first connecting plate and the second connecting plate are connected to the wall through connecting screw rods, the first connecting plate is located below the second connecting plate, a main inclined support rod is hinged to the first connecting plate, auxiliary inclined support rods are welded to the main inclined support rods, the ends of the main inclined support rod and the auxiliary inclined support rods are located on the same horizontal plane and connected with a scaffold bottom cross beam, the scaffold bottom cross beam is used for connecting the scaffold body, a vertical connecting rod is vertically connected to the second connecting plate, and the lower end of the vertical connecting rod is connected with the scaffold bottom cross beam.
Furthermore, a first connecting seat is arranged on the first connecting plate, and the lower end of the main diagonal brace penetrates into the first connecting seat through a first pin shaft to be connected.
Furthermore, a sleeve is welded on the lower surface of the bottom cross beam of the scaffold and is obliquely arranged, and the upper end of the main inclined support rod penetrates through the sleeve.
Furthermore, an L-shaped plate is welded on the upper end of the auxiliary diagonal brace, and the back of the L-shaped plate is connected with the wall surface and the scaffold bottom cross beam through a connecting screw rod respectively.
Furthermore, a second connecting seat is arranged on the cross beam of the scaffold bottom, and the lower end of the vertical connecting rod is connected with the second connecting seat through a second pin shaft.
Compared with the prior art, the beneficial effects of the utility model are that:
the utility model discloses a main diagonal brace and vice diagonal brace support scaffold frame bottom beam, and scaffold frame bottom beam's upper surface provides the pulling force support to it through erecting the connecting rod, through this three supporting power, has effectively improved this scaffold frame of encorbelmenting's safe steadiness.
Drawings
Fig. 1 is a schematic structural diagram of the present invention.
In the figure, 1-wall surface, 2-connecting screw rod, 3-first connecting plate, 4-first connecting seat, 5-first pin shaft, 6-main diagonal brace, 7-auxiliary diagonal brace, 8-sleeve, 9-scaffold bottom beam, 10-scaffold body, 11-vertical connecting rod, 12-second connecting plate, 13-L-shaped plate, 14-second connecting seat and 15-second pin shaft.
Detailed Description
In order to make the objects, technical solutions and advantages of the present invention more clearly understood, the present invention is further described in detail below with reference to the accompanying drawings and embodiments. It should be understood that the specific embodiments described herein are merely illustrative of the invention and are not intended to limit the invention.
Example 1:
referring to fig. 1, the present invention provides an overhanging scaffold for construction of construction engineering, comprising a first connecting plate 3, a second connecting plate 12 and a scaffold body 10, the first connecting plate 3 and the second connecting plate 12 are connected on the wall surface 1 through a connecting screw rod 2, the first connecting plate 3 is positioned below the second connecting plate 12, the first connecting plate 3 is hinged with a main inclined stay bar 6, an auxiliary diagonal brace 7 is welded on the main diagonal brace 6, the auxiliary diagonal brace 7 and the main diagonal brace 6 are Y-shaped, the ends of the main diagonal brace 6 and the auxiliary diagonal brace 7 are positioned on the same horizontal plane and are connected with a scaffold bottom cross beam 9, the scaffold bottom cross beam 9 is used for connecting a scaffold body 10, the second connecting plate 12 is vertically connected with a vertical connecting rod 11, the preferable vertical connecting rod 11 is welded on the second connecting plate 12, and the lower end of the vertical connecting rod 11 is connected with the scaffold bottom cross beam 9.
Example 2:
on the basis of the above-mentioned embodiment, the utility model discloses a another embodiment is, in order to realize carrying out the hinge connection to main diagonal brace 6, be provided with first connecting seat 4 on the first connecting plate 3, first connecting seat 4 is the U type and corresponding two round holes that are provided with, and the lower extreme of main diagonal brace 6 penetrates through first connecting seat 4 through first round pin axle 5 and connects.
Example 3:
on the basis of the above embodiment, another embodiment of the utility model is that, the welding is provided with sleeve pipe 8 on scaffold frame bottom beam 9 lower surface, and sleeve pipe 8 is for the slope setting and main diagonal brace 6's upper end wears to establish in the sleeve pipe 8. And an L-shaped plate 13 is welded on the upper end of the auxiliary diagonal brace 7, and the back of the L-shaped plate 13 is connected with the wall surface 1 and the scaffold bottom cross beam 9 through a connecting screw rod 2 respectively.
Example 4:
on the basis of the above embodiment, the utility model discloses a another embodiment is, in order to connect perpendicular connecting rod 11 lower part, be provided with second connecting seat 14 on scaffold frame bottom beam 9, perpendicular connecting rod 11 lower extreme is connected with second connecting seat 14 through second round pin axle 15.
Although the invention has been described herein with reference to a number of illustrative embodiments thereof, it should be understood that numerous other modifications and embodiments can be devised by those skilled in the art that will fall within the spirit and scope of the principles of this invention. More specifically, various variations and modifications are possible in the component parts or arrangements of the subject combination arrangement within the scope of the disclosure, the drawings and the appended claims. In addition to variations and modifications in the component parts or arrangements, other uses will also be apparent to those skilled in the art.
Claims (5)
1. Builder's jack for construction, its characterized in that: the scaffold comprises a first connecting plate (3), a second connecting plate (12) and a scaffold body (10), wherein the first connecting plate (3) and the second connecting plate (12) are connected to a wall surface (1) through connecting screw rods (2), the first connecting plate (3) is located below the second connecting plate (12), a main inclined strut (6) is hinged to the first connecting plate (3), an auxiliary inclined strut (7) is welded to the main inclined strut (6), the ends of the main inclined strut (6) and the auxiliary inclined strut (7) are located on the same horizontal plane and connected with the scaffold bottom cross beam (9), the scaffold bottom cross beam (9) is used for being connected with the scaffold body (10), a vertical connecting rod (11) is vertically connected to the second connecting plate (12), and the lower end of the vertical connecting rod (11) is connected with the scaffold bottom cross beam (9).
2. The cantilever scaffold for construction of building engineering according to claim 1, wherein: the first connecting plate (3) is provided with a first connecting seat (4), and the lower end of the main diagonal brace (6) penetrates into the first connecting seat (4) through a first pin shaft (5) to be connected.
3. The cantilever scaffold for construction of building engineering according to claim 1, wherein: the scaffold is characterized in that a sleeve (8) is welded on the lower surface of the scaffold bottom cross beam (9), the sleeve (8) is obliquely arranged, and the upper end of the main inclined stay bar (6) penetrates through the sleeve (8).
4. The cantilever scaffold for construction of building engineering according to claim 1, wherein: and an L-shaped plate (13) is welded on the upper end of the auxiliary diagonal brace (7), and the back of the L-shaped plate (13) is connected with the wall surface (1) and the scaffold bottom cross beam (9) through a connecting screw (2) respectively.
5. The cantilever scaffold for construction of building engineering according to claim 1, wherein: the scaffold bottom cross beam (9) is provided with a second connecting seat (14), and the lower end of the vertical connecting rod (11) is connected with the second connecting seat (14) through a second pin shaft (15).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201922478017.9U CN211691384U (en) | 2019-12-31 | 2019-12-31 | Overhanging scaffold for construction engineering |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201922478017.9U CN211691384U (en) | 2019-12-31 | 2019-12-31 | Overhanging scaffold for construction engineering |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN211691384U true CN211691384U (en) | 2020-10-16 |
Family
ID=72797778
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201922478017.9U Active CN211691384U (en) | 2019-12-31 | 2019-12-31 | Overhanging scaffold for construction engineering |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN211691384U (en) |
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2019
- 2019-12-31 CN CN201922478017.9U patent/CN211691384U/en active Active
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CP01 | Change in the name or title of a patent holder | ||
| CP01 | Change in the name or title of a patent holder |
Address after: 650000 room 801, building E26, Xuyuan, Jinjiang community, Beijing Road, Panlong District, Kunming City, Yunnan Province Patentee after: Zhongji Wanji (Yunnan) Construction Engineering (Group) Co.,Ltd. Address before: 650000 room 801, building E26, Xuyuan, Jinjiang community, Beijing Road, Panlong District, Kunming City, Yunnan Province Patentee before: Yunnan Chenda Construction Engineering Co.,Ltd. Address after: 650000 room 801, building E26, Xuyuan, Jinjiang community, Beijing Road, Panlong District, Kunming City, Yunnan Province Patentee after: Yunnan Chenda Construction Engineering Co.,Ltd. Address before: 650000 room 801, building E26, Xuyuan, Jinjiang community, Beijing Road, Panlong District, Kunming City, Yunnan Province Patentee before: YUNNAN CHENDA ROAD AND BRIDGE ENGINEERING Co.,Ltd. |
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| CP03 | Change of name, title or address | ||
| CP03 | Change of name, title or address |
Address after: 650000 No. 707, floor 7, Lvzhu building, No. 633, Longhua Road, Qingyun sub district office, Panlong District, Kunming City, Yunnan Province Patentee after: Zhongji Wanji construction (Group) Co.,Ltd. Address before: 650000 room 801, building E26, Xuyuan, Jinjiang community, Beijing Road, Panlong District, Kunming City, Yunnan Province Patentee before: Zhongji Wanji (Yunnan) Construction Engineering (Group) Co.,Ltd. |
|
| CP01 | Change in the name or title of a patent holder | ||
| CP01 | Change in the name or title of a patent holder |
Address after: 650000 No. 707, floor 7, Lvzhu building, No. 633, Longhua Road, Qingyun sub district office, Panlong District, Kunming City, Yunnan Province Patentee after: Zhongji Wanji Construction Investment Group Co.,Ltd. Address before: 650000 No. 707, floor 7, Lvzhu building, No. 633, Longhua Road, Qingyun sub district office, Panlong District, Kunming City, Yunnan Province Patentee before: Zhongji Wanji construction (Group) Co.,Ltd. |
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| TR01 | Transfer of patent right | ||
| TR01 | Transfer of patent right |
Effective date of registration: 20240118 Address after: Room 2501, 25th Floor, Guoruicheng North Building, No. 6 Wuzhishan South Road, Lantian Street, Meilan District, Haikou City, Hainan Province, 570100 Patentee after: Hainan Zhongji Wanji Construction Investment Co.,Ltd. Address before: 650000 No. 707, floor 7, Lvzhu building, No. 633, Longhua Road, Qingyun sub district office, Panlong District, Kunming City, Yunnan Province Patentee before: Zhongji Wanji Construction Investment Group Co.,Ltd. |