CN220377139U - High side slope construction protection scaffold - Google Patents
High side slope construction protection scaffold Download PDFInfo
- Publication number
- CN220377139U CN220377139U CN202321256727.7U CN202321256727U CN220377139U CN 220377139 U CN220377139 U CN 220377139U CN 202321256727 U CN202321256727 U CN 202321256727U CN 220377139 U CN220377139 U CN 220377139U
- Authority
- CN
- China
- Prior art keywords
- scaffold
- protection
- outer protection
- slope
- protection scaffold
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- 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.)
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Links
- 238000010276 construction Methods 0.000 title claims abstract description 25
- 238000009434 installation Methods 0.000 claims abstract description 5
- 239000002689 soil Substances 0.000 claims description 6
- 239000004575 stone Substances 0.000 abstract description 5
- 238000000034 method Methods 0.000 abstract description 4
- 239000002893 slag Substances 0.000 abstract description 3
- 230000001681 protective effect Effects 0.000 description 18
- 239000011435 rock Substances 0.000 description 4
- 238000005096 rolling process Methods 0.000 description 2
- 230000009286 beneficial effect Effects 0.000 description 1
- 238000005553 drilling Methods 0.000 description 1
- 230000007613 environmental effect Effects 0.000 description 1
Classifications
-
- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
- Y02A—TECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE
- Y02A10/00—TECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE at coastal zones; at river basins
- Y02A10/23—Dune restoration or creation; Cliff stabilisation
Landscapes
- Devices Affording Protection Of Roads Or Walls For Sound Insulation (AREA)
Abstract
The utility model discloses a high slope construction protection scaffold, which comprises an outer protection scaffold vertically arranged on one side of a high slope and a scaffold oblique support structure positioned between the outer protection scaffold and the high slope, wherein the top end of the scaffold oblique support structure is fixedly connected with the upper part of the outer protection scaffold, the bottom end of the scaffold oblique support structure is fixedly connected with the ground, the lower part of the outer side of the outer protection scaffold is connected with a road side tree through a tree holding cross bar, a protection scaffold plate is arranged on the lower part of the inner side of the outer protection scaffold, and the installation height of the protection scaffold plate is 2-3 spans of the steps of the scaffold. The device improves the safety guarantee of slope protection construction with larger gradient and higher height under the condition that buildings are arranged on the periphery of an urban road or a slope, prevents the occurrence of the conditions of loose slag, dangerous stones and the like in the slope construction process, avoids affecting the safety of surrounding pedestrians and the environment, and ensures the smooth progress of slope protection construction.
Description
Technical Field
The utility model belongs to the technical field of slope protection construction, and particularly relates to a scaffold protection device.
Background
The slope protection construction is mainly used for preventing the situations that the side slope collapses, the side slope is rolled and the like under the influence of bad weather factors and partial extreme conditions to endanger personal safety and damage surrounding buildings, the common slope protection construction usually adopts a mode of manually drilling rock, bolting and covering safety nets, but when the slope protection construction with larger gradient and higher height is carried out on the urban road or the surrounding buildings of the side slope, the danger coefficient is higher, and corresponding protection measures are lacked.
Disclosure of Invention
Based on the above, the utility model provides a scaffold protecting device, which ensures smooth progress of slope protection construction.
The technical scheme includes that the high slope construction protection scaffold comprises an outer protection scaffold vertically arranged on one side of a high slope and a scaffold inclined support structure positioned between the outer protection scaffold and the high slope, wherein the top end of the scaffold inclined support structure is fixedly connected with the upper part of the outer protection scaffold, and the bottom end of the scaffold inclined support structure is fixedly connected with a vertical anti-pulling rod anchored into the ground.
Preferably, the lower part of the outer side of the outer protective scaffold is connected with the road side tree through a tree holding cross bar.
Preferably, the outer protection scaffold comprises a plurality of scaffold upright posts and scaffold cross bars which are arranged in a crisscross mode, wherein the scaffold upright posts are arranged in a double-layer mode, and the scaffold cross bars are connected with the scaffold upright posts through scaffold fasteners.
Preferably, the lower part of the inner side of the outer protective scaffold is provided with a protective scaffold plate, and the installation height of the protective scaffold plate is 2-3 spans of the scaffold cross bar step distance.
Preferably, the scaffold diagonal support structure comprises diagonal support rods and vertical anti-pulling rods, the diagonal support rods are longitudinally arranged at intervals along the length direction of the outer protection scaffold, the top ends of the diagonal support rods are fixedly connected with the outer protection scaffold, and the bottom ends of the diagonal support rods are anchored into a soil layer through the vertical anti-pulling rods.
Preferably, the inclined support rods are at least provided with two rows, and the two rows of inclined support rods are respectively connected with the middle upper part and the top of the outer protective scaffold.
Preferably, the diagonal support bar is formed by connecting and assembling 2-3 diagonal support struts through a rotary connecting fastener.
The beneficial effects of the utility model are as follows: the slope protection construction with larger gradient and higher height is carried out on the urban road or the periphery of the slope under the condition of building, so that the safety guarantee is improved, the conditions of loose slag, dangerous stones and the like in the slope construction process are prevented, the influence on the safety of surrounding pedestrians and the environment is avoided, and the smooth progress of the slope protection construction is guaranteed.
Drawings
FIG. 1 is a side view of the installation of the present utility model;
FIG. 2 is a schematic view of the bottom connection of the outer protective scaffolding of the present utility model;
FIG. 3 is a schematic view of the outer protective scaffolding arrangement of the present utility model;
the drawing is marked: 1. the outer protection scaffold comprises an outer protection scaffold body, 11, scaffold upright posts, 12, scaffold cross bars, 2, scaffold diagonal support structures, 21, diagonal support rods, 211, diagonal support struts, 212, a rotary connection fastener, 22, vertical anti-pulling rods, 3, tree holding cross bars, 4, road side trees, 5 and protection scaffold boards.
Detailed Description
The utility model will be further explained in relation to the drawings of the specification, so as to be better understood by those skilled in the art.
Example 1
As shown in fig. 1-3, a high slope construction protection scaffold comprises an outer protection scaffold 1 vertically installed on one side of a high slope and a scaffold diagonal support structure 2 positioned between the outer protection scaffold 1 and the high slope, wherein the outer protection scaffold 1 comprises a plurality of scaffold uprights 11 and scaffold crossbars 12 which are arranged in a crisscross manner, the scaffold uprights 11 are provided with double layers, and the scaffold crossbars 12 are connected with the scaffold uprights 11 by scaffold fasteners. The top end of the scaffold oblique support structure 2 is fixedly connected with the upper part of the outer protection scaffold 1, and the bottom end is fixedly connected with the ground. After the device is installed, slope protection construction with larger gradient and higher height is carried out under the condition that buildings are arranged on the periphery of an urban road or a slope, so that safety guarantee is improved, the conditions of loose slag, dangerous stones and the like are prevented in the slope construction process, surrounding pedestrians and environmental safety are prevented from being influenced, and the smooth progress of slope protection construction is guaranteed.
The lower part outside the outer protective scaffold 1 is connected with the road side tree 4 through the tree holding cross bar 3 and is used for guaranteeing the overall stability of the outer protective scaffold 1.
The lower part of the inner side of the outer protective scaffold 1 is provided with a protective scaffold board 5, and the installation height of the protective scaffold board 5 is 2-3 steps of a scaffold cross bar 12, and the protective scaffold board is used as an impact structure for preventing falling rocks.
The scaffold diagonal support structure 2 comprises diagonal support rods 21 and vertical anti-pulling rods 22, the diagonal support rods 21 are longitudinally arranged at intervals along the length direction of the outer protection scaffold 1, the top ends of the diagonal support rods 21 are fixedly connected with the outer protection scaffold 1, and the bottom ends of the diagonal support rods are anchored into a soil layer through the vertical anti-pulling rods 22. Specifically, the diagonal support rods 21 are formed by connecting and assembling 2-3 diagonal support struts 211 through rotary connecting fasteners 212, at least two rows of diagonal support rods 21 are arranged, and the two rows of diagonal support rods 21 are respectively connected with the middle upper part and the top of the outer protective scaffold 1.
The scaffold diagonal support structure 2 is used as a stable structure of the outer protection scaffold 1, and mainly has the function of preventing wind load or rolling stone from sliding down to influence the impact force to ensure the stability of the outer protection scaffold 1. The inclined support bar 211 is connected in lap joint by adopting a rotary connecting fastener 212, the top is connected with the outer protective scaffold 1, the bottom is connected with the vertical anti-pulling bar 22, the vertical anti-pulling rod 22 is anchored into the soil layer at the bottom of the side slope to serve as a final load bearing structure of the outer protective scaffold 1 for bearing load.
The length of the vertical uplift rod 22 anchored into the soil layer is mainly calculated by wind load and barren rock impact load borne by the outer protective scaffold 1: the outer protective scaffolding 1 is mainly affected by local wind load and side slope barren rock impact load. Wind load and slope rolling stone impact load acting on the outer protection scaffold 1 are transferred to the inclined support rods 21 to be changed into tensile force, the tensile force acting on the inclined support rods 21 is transferred to the vertical anti-pulling rods 22, and the pulling force of the vertical anti-pulling rods 22 embedded into a soil layer counteracts the load born by the outer protection scaffold 1, so that the stability of a slope protection support structure is ensured.
The foregoing description is only illustrative of the present utility model and is not intended to limit the scope of the utility model, and all equivalent structures or equivalent processes or direct or indirect application in other related technical fields are included in the scope of the present utility model.
Claims (6)
1. The utility model provides a high side slope construction protection scaffold frame, its characterized in that, including vertical outer protection scaffold frame (1) of installing in high side slope one side and be located outer protection scaffold frame (1) and high side slope between scaffold frame inclined support structure (2), scaffold frame inclined support structure (2) top and outer protection scaffold frame (1) upper portion fixed connection, the bottom is connected with vertical anti-pulling rod (22), outer protection scaffold frame (1) outside lower part is connected with roadside trees (4) through embracing tree horizontal pole (3).
2. The high slope construction protection scaffold according to claim 1, wherein the outer protection scaffold (1) comprises a plurality of scaffold uprights (11) and scaffold crossbars (12) which are arranged in a crisscross manner, the scaffold uprights (11) are provided with double layers, and scaffold fasteners are adopted between the scaffold crossbars (12) and the scaffold uprights (11).
3. The high slope construction protection scaffold according to claim 2, wherein the lower part of the inner side of the outer protection scaffold (1) is provided with a protection scaffold plate (5), and the installation height of the protection scaffold plate (5) is 2-3 spans of the steps of the scaffold cross bar (12).
4. The high slope construction protection scaffold according to claim 1, wherein the scaffold diagonal support structure (2) comprises diagonal support rods (21) and vertical anti-pulling rods (22), the diagonal support rods (21) are installed at intervals along the longitudinal direction of the outer protection scaffold (1), the top ends of the diagonal support rods (21) are fixedly connected with the outer protection scaffold (1), the bottom ends of the diagonal support rods are connected with the vertical anti-pulling rods, and the vertical anti-pulling rods (22) are anchored into a soil layer.
5. The high slope construction protection scaffold according to claim 4, wherein the inclined support rods (21) are at least provided with two rows, and the two rows of inclined support rods (21) are respectively connected with the middle upper part and the top part of the outer protection scaffold (1).
6. The high slope construction protecting scaffold according to claim 4, wherein the diagonal support bar (21) is formed by connecting and assembling 2-3 diagonal support struts (211) through rotary connecting fasteners (212).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202321256727.7U CN220377139U (en) | 2023-05-23 | 2023-05-23 | High side slope construction protection scaffold |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202321256727.7U CN220377139U (en) | 2023-05-23 | 2023-05-23 | High side slope construction protection scaffold |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN220377139U true CN220377139U (en) | 2024-01-23 |
Family
ID=89565108
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202321256727.7U Active CN220377139U (en) | 2023-05-23 | 2023-05-23 | High side slope construction protection scaffold |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN220377139U (en) |
-
2023
- 2023-05-23 CN CN202321256727.7U patent/CN220377139U/en active Active
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