CN210767926U - Safety protection platform - Google Patents
Safety protection platform Download PDFInfo
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- CN210767926U CN210767926U CN201921368209.8U CN201921368209U CN210767926U CN 210767926 U CN210767926 U CN 210767926U CN 201921368209 U CN201921368209 U CN 201921368209U CN 210767926 U CN210767926 U CN 210767926U
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Abstract
The utility model provides a safety protection platform, which is used for being put up against the outer wall of a building, a plurality of mounting seats connected with the safety protection platform are arranged on the outer wall of the building, the safety protection platform comprises a main frame and a bottom truss, the main frame is a plurality of, the main frames are arranged along the transverse interval of the outer wall of the building, and each main frame is movably arranged on a corresponding mounting seat along the vertical direction; the bottom truss is arranged at the preset height of the building outer wall and connected with the bottom end of each main frame to form a frame body structure for supporting the scaffold together with each main frame. Thereby can build the support body framework on this safety protection platform and be fastener-type steel pipe scaffold, coil the assembled scaffold that knot formula steel pipe scaffold, square steel or aluminum alloy ex-trusions are constituteed, effectively improve scaffold frame structure's overall stability. Meanwhile, the scaffold can be built more simply, building efficiency is improved, and the overall construction progress is guaranteed. The problem of the relatively poor stability of fastener formula scaffold among the prior art is solved.
Description
Technical Field
The utility model relates to a construction equipment field particularly, relates to a safety protection platform.
Background
The fastener type safety protection platform has the characteristics of flexible disassembly and assembly, convenient transportation, strong universality and the like, is widely applied in China, and is a safety protection platform which has the largest current use amount and is most commonly applied, wherein the use amount of the safety protection platform accounts for more than 60% in the safety protection platform engineering.
Current fastener formula safety protection platform adopts a large amount of big horizontal poles, little horizontal pole and down tube to be connected with the pole setting when specifically buildding, and big horizontal pole, little horizontal pole, down tube and pole setting all generally adopt the pipe, through the rotatable fastener interconnect of two-dimentional angle between each big horizontal pole, little horizontal pole, down tube and the pole setting. The conventional fastener type safety protection platform is complex in structure and poor in structural stability; meanwhile, the existing fastener type safety protection platform is low in building efficiency and influences the overall construction progress.
SUMMERY OF THE UTILITY MODEL
A primary object of the utility model is to provide a safety protection platform to solve the relatively poor problem of fastener formula safety protection platform structural stability among the prior art.
In order to realize above-mentioned purpose, the utility model provides a safety protection platform, safety protection platform are used for leaning on to support to build by the building outer wall, are provided with a plurality of mount pads of being connected with safety protection platform on the building outer wall, and its characterized in that, safety protection platform includes: the main frames are arranged along the transverse direction of the building outer wall at intervals, and each main frame is movably arranged on a corresponding mounting seat along the vertical direction; the bottom truss is arranged at the preset height of the building outer wall and connected with the bottom end of each main frame to form a frame body structure for supporting the scaffold together with each main frame.
Further, the main frame includes: the vertical beams are arranged at intervals along the direction vertical to the outer wall of the building.
Further, the main frame further includes: the link, the link is a plurality of, and a plurality of links set up along the extending direction interval of two perpendicular roof beams, and every link is located two and erects between the roof beam in order to connect two perpendicular roof beams.
Further, the link frame includes: the two first cross rods are parallel to each other and arranged at intervals; the two ends of the first vertical rod are correspondingly connected with the first ends of the two first cross rods, and the first vertical rod is vertical to the two first cross rods; the two connecting end heads are correspondingly arranged at the second ends of the two first cross rods; the first vertical rod is used for being connected with a vertical beam far away from the building outer wall, and the two connecting ends are used for being connected with a vertical beam close to the building outer wall.
Further, the link frame still includes: the two ends of the first inclined rod are correspondingly connected with the middle parts of the two first cross rods, and a first preset included angle is formed between the first inclined rod and the two first cross rods.
Further, the main frame further includes: the rail is arranged on a vertical beam close to the outer wall of the building and extends along the extending direction of the vertical beam; the installation seat of the building outer wall is provided with a sliding clamping head matched with the rail, and the sliding clamping head can be clamped on the rail in a sliding mode so that the main frame can slide along the vertical direction relative to the installation seat.
Further, the bottom truss includes: and the horizontal truss extends along the horizontal direction and is connected with the bottom end of each main frame.
Further, the horizontal girder includes: the two first cross beams are arranged at intervals along the direction vertical to the building outer wall; the second horizontal pole, the second horizontal pole is many, and the both ends and two first crossbeams of every second horizontal pole correspond and are connected, and many second horizontal poles set up and are parallel to each other along the extending direction interval of first crossbeam.
Further, the bottom truss further comprises: and the vertical truss is arranged on the horizontal truss along the vertical direction and is positioned on one side of the main frame close to the outer wall of the building.
Further, the vertical girder includes: the two second cross beams are arranged at intervals along the height direction of the building outer wall; the two ends of each second vertical rod are correspondingly connected with the two second cross beams, and the plurality of second vertical rods are arranged at intervals along the extending direction of the second cross beams and are parallel to each other; the second diagonal rods are multiple, and the multiple second diagonal rods are correspondingly arranged in a rectangular frame formed by the two second cross beams and the multiple second vertical rods.
The safety protection platform is used for being put up against the outer wall of a building, a plurality of mounting seats connected with the safety protection platform are arranged on the outer wall of the building, the safety protection platform comprises a main frame and a bottom truss, the main frame is provided with a plurality of main frames, the main frames are arranged along the transverse interval of the outer wall of the building, and each main frame is movably mounted on the corresponding mounting seat along the vertical direction; the bottom truss is arranged at the preset height of the building outer wall and connected with the bottom end of each main frame to form a frame body structure for supporting the scaffold together with each main frame. Thereby can build the support body framework on this safety protection platform and be fastener-type steel pipe scaffold, coil the assembled scaffold that knot formula steel pipe scaffold, square steel or aluminum alloy ex-trusions are constituteed, effectively improve scaffold frame structure's overall stability. Meanwhile, the scaffold can be built more simply, building efficiency is improved, and the overall construction progress is guaranteed. The problem of the relatively poor stability of fastener formula scaffold among the prior art is solved.
Drawings
The accompanying drawings, which form a part of the present application, are included to provide a further understanding of the invention, and are incorporated in and constitute a part of this specification, illustrate embodiments of the invention and together with the description serve to explain the invention and not to limit the invention. In the drawings:
fig. 1 is a schematic structural diagram of an optional safety protection platform according to an embodiment of the present invention;
fig. 2 is a schematic structural diagram of a main frame of an alternative safety shield platform according to an embodiment of the present invention;
fig. 3 is a schematic structural diagram of a first connecting frame of a main frame of an alternative safety protection platform according to an embodiment of the present invention;
fig. 4 is a schematic structural diagram of a second connecting frame of a main frame of an alternative safety protection platform according to an embodiment of the present invention;
fig. 5 is a schematic structural diagram of a second connecting member of an alternative safety shield platform according to an embodiment of the present invention;
fig. 6 is a schematic structural diagram of an optional horizontal truss of a safety protection platform according to an embodiment of the present invention;
fig. 7 is a schematic structural diagram of a scaffold built by using the safety protection platform according to the embodiment of the present invention;
fig. 8 is a schematic structural view of an optional vertical truss of a safety shield platform according to an embodiment of the present invention; and
fig. 9 is a schematic structural diagram of a third connecting member of an alternative safety shield platform according to an embodiment of the present invention; and
wherein the figures include the following reference numerals:
10. a main frame; 11. erecting a beam; 12. a connecting frame; 121. a cross bar; 122. a first diagonal member; 123. a first vertical bar; 124. connecting the end heads; 13. a track; 14. a first connecting member; 15. a second connecting member; 20. a bottom truss; 21. a horizontal truss; 211. a first cross member; 212. a second cross bar; 22. a vertical truss; 221. a second cross member; 222. a second vertical bar; 223. a second diagonal member; 30. erecting a rod; 31. a third connecting member; 40. a truss walkway plate; 50. an inclined support rod; 60. and (4) a protective net.
Detailed Description
It should be noted that the embodiments and features of the embodiments in the present application may be combined with each other without conflict. The present invention will be described in detail below with reference to the accompanying drawings in conjunction with embodiments.
According to the embodiment of the utility model, the safety protection platform is used for leaning against the building outer wall to build, a plurality of mounting seats connected with the safety protection platform are arranged on the building outer wall, as shown in fig. 1, the safety protection platform comprises a main frame 10 and a bottom truss 20, the main frame 10 is a plurality of, the main frames 10 are arranged along the transverse interval of the building outer wall, and each main frame 10 is movably mounted on a corresponding mounting seat along the vertical direction; the bottom girder 20 is disposed at a predetermined height of the outer wall of the building and connected with the bottom end of each of the main frames 10 to constitute a frame structure supporting the scaffold with each of the main frames 10. Thereby can build the support body framework on this safety protection platform and be fastener-type steel pipe scaffold, coil the assembled scaffold that knot formula steel pipe scaffold, square steel or aluminum alloy ex-trusions are constituteed, effectively improve scaffold frame structure's overall stability. Meanwhile, the scaffold can be built more simply, building efficiency is improved, and the overall construction progress is guaranteed. The problem of the relatively poor stability of fastener formula scaffold among the prior art is solved.
In specific implementation, as shown in fig. 1 and 2, the main frame 10 includes two vertical beams 11, a connecting frame 12 and a rail 13, the two vertical beams 11 are arranged at intervals along a direction perpendicular to an outer wall of a building; optionally, be close to building outer wall's perpendicular roof beam 11 and adopt the square steel to make, the perpendicular roof beam 11 of keeping away from building outer wall adopts square steel or pipe to make, has evenly seted up a plurality of bolt holes along the extending direction who erects roof beam 11, and link 12 is a plurality of, and a plurality of links 12 set up along two extending direction intervals that erect roof beam 11, and every link 12 is located two and erects between the roof beam 11 in order to erect two roof beams 11 and connect.
Specifically, as shown in fig. 3 and 4, the connecting frame 12 includes a cross bar 121, a first diagonal bar 122, a first vertical bar 123 and a connecting end 124, the cross bar 121 and the first diagonal bar 122 are both made of circular tubes, the number of the cross bars 121 is two, and the two cross bars 121 are parallel to each other and are arranged at intervals; two ends of the first inclined rod 122 are correspondingly connected with the two cross rods 121, and a first preset included angle is formed between the first inclined rod 122 and the two cross rods 121; the first predetermined angle is an acute angle, so that the first inclined rod 122 and the two cross rods 121 are connected to each other in an inclined manner. The first vertical rod 123 is made of square steel, two ends of the first vertical rod 123 are correspondingly welded with first ends of the two cross rods 121, the first vertical rod 123 is perpendicular to the two cross rods 121, a plurality of bolt holes are uniformly formed in the extending direction of the first vertical rod 123, the first vertical rod 123 is used for being connected with a vertical beam 11 far away from the building outer wall, and as shown in fig. 3, when the vertical beam 11 far away from the building outer wall is made of square steel, a plurality of bolts correspondingly penetrate through the plurality of bolt holes, opposite to the vertical beam 11 and the first vertical rod 123, and are screwed by nuts for connection and fixation; as shown in fig. 4, when the vertical beam 11 far away from the building outer wall is made of a circular tube, the first vertical rod 123 is connected with the vertical beam 11 far away from the building outer wall through a plurality of first connecting pieces 14, each first connecting piece 14 comprises an annular buckle structure and a connecting bolt, the annular buckle structure is clamped and sleeved on the circular tube and fastened, and the connecting bolt is connected with a bolt hole on the first vertical rod 123.
The number of the connecting ends 124 is two, and the two connecting ends 124 are correspondingly arranged at the second ends of the two cross rods 121; two connecting ends 124 are used to connect to the vertical beams 11 near the building's outer wall. Both connecting ends 124 have a rectangular slot matching the vertical beam 11 near the outer wall of the building, into which the vertical beam 11 is inserted and fixedly connects the vertical beam 11 with both connecting ends 124 by means of bolts passing through the rectangular slot. The plurality of coupling frames 12 couple the two vertical beams 11 to each other in the extending direction of the two vertical beams so that the main frame 10 is integrated.
Further, as shown in fig. 1, 2 and 5, a rail 13 is provided on the vertical beam 11 near the outer wall of the building, the rail 13 extending in the extending direction of the vertical beam 11; track 13 is connected with the perpendicular roof beam 11 that is close to the building outer wall through a plurality of second connecting pieces 15 that set up along its extending direction interval, second connecting piece 15 includes the connecting plate and sets up two limiting plates on the connecting plate perpendicularly, the screw has been seted up respectively at the both ends of connecting plate, form between two limiting plates and be close to the building outer wall perpendicular roof beam 11 rectangular groove mouth that matches, the screw has been seted up to correspondence on two limiting plates, the connecting plate passes through bolt fixed connection with track 13, be close to the building outer wall perpendicular roof beam 11 imbeds the rectangular groove mouth that two limiting plates formed and through running through bolt fastening wherein.
Further, as shown in fig. 1, the bottom truss 20 includes a horizontal truss 21 and a vertical truss 22, and the horizontal truss 21 extends in a horizontal direction and is connected to the bottom end of each main frame 10; the vertical girder 22 is disposed on the horizontal girder 21 in a vertical direction and is located at a side of the main frame 10 adjacent to an outer wall of the building.
As shown in fig. 6, the horizontal truss 21 includes two first cross beams 211 and two second cross beams 212, the two first cross beams 211 are arranged at intervals along a direction perpendicular to the building outer wall and are parallel to each other; the number of the second cross bars 212 is multiple, two ends of each second cross bar 212 are correspondingly connected with the two first cross beams 211, and the multiple second cross bars 212 are arranged at intervals along the extending direction of the first cross beams 211 and are parallel to each other. Alternatively, the first cross beam 211 and the second cross beam 212 of the horizontal girder 21 are made of square steel. The horizontal truss 21 is used for laying the walkway plates of the lowest layer. Bolt holes are uniformly formed in the two first cross beams 211 of the horizontal truss 21, as shown in fig. 7, the bottom ends of the two vertical beams 11 of the main frame 10 are correspondingly connected with the two first cross beams 211 of the bottom truss 20 through the second connecting piece 15, specifically, the connecting plate of the second connecting piece 15 is fixedly connected with the first cross beam 211 of the bottom truss 20 through a bolt, and a rectangular notch is formed between the two limiting plates of the second connecting piece 15 and is embedded into the vertical beam 11 of the main frame 10 and is fixedly connected with the vertical beam through a bolt.
As shown in fig. 8, the vertical truss 22 includes two second cross beams 221, two second vertical beams 222, and two second diagonal beams 223, where the two second cross beams 221 are spaced apart from each other in the height direction of the building outer wall and are parallel to each other; the number of the second vertical rods 222 is multiple, two ends of each second vertical rod 222 are correspondingly connected with the two second cross beams 221, and the multiple second vertical rods 222 are arranged at intervals along the extending direction of the second cross beams 221 and are parallel to each other; the second diagonal rods 223 are multiple, the multiple second diagonal rods 223 are correspondingly arranged in multiple rectangular frames formed by the two second cross beams 221 and the multiple second vertical rods 222, and each second diagonal rod 223 is arranged along the diagonal angle in the rectangular frame formed by the two second cross beams 221 and the multiple second vertical rods 222, so that the vertical truss 22 is reinforced. Alternatively, the second cross beam 221, the second vertical beam 222 and the second diagonal beam 223 of the vertical truss 22 are all made of square steel. The vertical girders 22 serve to reinforce the lateral direction of the assembled scaffolding.
After the safety protection platform is built, a fastener type steel pipe scaffold, a disc fastener type steel pipe scaffold and an assembly type scaffold formed by square steel or aluminum alloy sections can be built on the safety protection platform. As shown in fig. 7 and 9, a clip-type steel pipe scaffold, which is mainly composed of uprights 30 and truss walkway plates 40, is built between two adjacent main frames 10. Specifically, the upright rods 30 are a plurality of pairs, the pairs of upright rods 30 are arranged at intervals along the transverse direction of the building outer wall, two upright rods 30 of each pair are arranged at intervals along the direction perpendicular to the building outer wall, the bottom ends of the upright rods 30 of each pair are connected with two cross beams of the bottom truss 20 through third connecting pieces 31, each third connecting piece 31 comprises a connecting plate and an annular buckle structure, screw holes are formed in the connecting plate and connected with the first cross beam 211 of the horizontal truss 21 through bolts, and the annular buckle structure is clamped with the upright rods 30. The vertical girders 22 are arranged in the vertical direction on the horizontal girders 21 and are connected against respective uprights 30 near the outer wall of the building.
The truss walkway plates 40 are multi-layer, the multi-layer truss walkway plates 40 are arranged at intervals in the vertical direction, each layer of truss walkway plate 40 extends in the horizontal direction, the truss walkway plates 40 are formed by splicing round pipes and are fixedly connected with the main frames 10 and the upright rods 30 through connecting fasteners with adjustable angles, scaffold plates are laid on the truss walkway plates 40, and optionally, the scaffold plates can be mesh scaffold plates.
In order to further enhance the overall structural strength of the safety protection platform, as shown in fig. 7, the built fastener-type steel pipe scaffold is further provided with a plurality of pairs of inclined support rods 50, the plurality of pairs of inclined support rods 50 are arranged on one side of the built scaffold close to the building outer wall, and the plurality of pairs of inclined support rods 50 are arranged at intervals along the height direction of the scaffold; one end of each pair of two inclined supporting rods 50 extends to the main frame 10 and is connected with one truss walkway plate 40 through an angle-adjustable connecting fastener, and the other end of each pair of two inclined supporting rods 50 extends to the bottom truss 20 and is connected with one of the following upright rods 30 through an angle-adjustable connecting fastener; the two diagonal support rods 50 in each pair form a second preset included angle with the main frame 10, so that the two diagonal support rods 50 in each pair and a cross beam of the horizontal truss 21 close to the building outer wall form an isosceles triangle.
Further, as shown in fig. 1, the scaffold built by the safety protection platform of the present application further includes a protection net 60, the protection net 60 is disposed on one side of the safety protection platform far away from the building outer wall and connected with each main frame 10 and each upright rod 30 far away from one side of the building outer wall, so as to play a protection role and prevent personnel from falling.
The above description is only a preferred embodiment of the present invention and is not intended to limit the present invention, and various modifications and changes may be made by those skilled in the art. Any modification, equivalent replacement, or improvement made within the spirit and principle of the present invention should be included in the protection scope of the present invention.
Claims (10)
1. The utility model provides a safety protection platform, safety protection platform is used for leaning on to build by the building outer wall, be provided with on the building outer wall with a plurality of mount pads that safety protection platform is connected, its characterized in that, safety protection platform includes:
the main frames (10) are multiple, the main frames (10) are arranged at intervals along the transverse direction of the building outer wall, and each main frame (10) is movably arranged on one corresponding mounting seat along the vertical direction;
the bottom truss (20) is arranged at the preset height of the building outer wall and connected with the bottom ends of the main frames (10) to form a frame body structure for supporting a scaffold with the main frames (10).
2. The safety shield platform of claim 1, wherein the main frame (10) comprises:
the building outer wall structure comprises two vertical beams (11), wherein the two vertical beams (11) are arranged at intervals in the direction perpendicular to the building outer wall, and the two vertical beams (11) are arranged at intervals in the direction perpendicular to the building outer wall.
3. The safety shield platform of claim 2, wherein the main frame (10) further comprises:
the connecting frame (12), the connecting frame (12) is a plurality of, and is a plurality of the connecting frame (12) is followed two the extending direction interval setting of erecting roof beam (11), every the connecting frame (12) is located two it is in order to connect two to erect between the roof beam (11) erect roof beam (11).
4. A safety shield platform according to claim 3, wherein said attachment frame (12) comprises:
the number of the first cross rods (121) is two, and the two first cross rods (121) are parallel to each other and arranged at intervals;
the two ends of the first vertical rod (123) are correspondingly connected with the first ends of the two first cross rods (121), and the first vertical rod (123) is perpendicular to the two first cross rods (121);
two connecting ends (124), wherein the two connecting ends (124) are correspondingly arranged at the second ends of the two first cross rods (121);
the first vertical rod (123) is used for being connected with one vertical beam (11) far away from the building outer wall, and the two connecting ends (124) are used for being connected with one vertical beam (11) close to the building outer wall.
5. The safety shield platform of claim 4, wherein said attachment frame (12) further comprises:
the two ends of the first inclined rod (122) are correspondingly connected with the middle parts of the first cross rods (121), and a first preset included angle is formed between each first inclined rod (122) and each first cross rod (121).
6. The safety shield platform of claim 2, wherein the main frame (10) further comprises:
the rail (13) is arranged on one vertical beam (11) close to the outer wall of the building, and the rail (13) extends along the extending direction of the vertical beam (11);
the mounting seat of the building outer wall is provided with a sliding clamping head matched with the rail (13), and the sliding clamping head can be clamped on the rail (13) in a sliding mode, so that the main frame (10) can slide along the vertical direction relative to the mounting seat.
7. The safety shield platform of claim 1, wherein the bottom truss (20) comprises:
the horizontal truss (21) extends along the horizontal direction and is connected with the bottom end of each main frame (10).
8. Safety protection platform according to claim 7, characterized in that said horizontal truss (21) comprises:
the number of the first cross beams (211) is two, and the two first cross beams (211) are arranged at intervals along the direction perpendicular to the building outer wall;
the second cross rod (212) is multiple, two ends of the second cross rod (212) are correspondingly connected with the first cross beams (211), and the second cross rod (212) is arranged at intervals along the extending direction of the first cross beams (211) and is parallel to the first cross beams.
9. The safety shield platform of claim 7, wherein said bottom truss (20) further comprises:
the vertical truss (22), the vertical truss (22) sets up on the horizontal truss (21) along vertical direction and is located main frame (10) is close to one side of the building outer wall.
10. The safety shield platform of claim 9, wherein said vertical truss (22) comprises:
the number of the second cross beams (221) is two, and the two second cross beams (221) are arranged at intervals along the height direction of the building outer wall;
the number of the second vertical rods (222) is multiple, two ends of each second vertical rod (222) are correspondingly connected with the two second cross beams (221), and the multiple second vertical rods (222) are arranged at intervals along the extending direction of the second cross beams (221) and are parallel to each other;
second down tube (223), second down tube (223) are many, many second down tube (223) correspond and set up two second crossbeam (221) and many in the rectangular frame that second montant (222) are constituteed.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201921368209.8U CN210767926U (en) | 2019-08-21 | 2019-08-21 | Safety protection platform |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201921368209.8U CN210767926U (en) | 2019-08-21 | 2019-08-21 | Safety protection platform |
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| Publication Number | Publication Date |
|---|---|
| CN210767926U true CN210767926U (en) | 2020-06-16 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201921368209.8U Active CN210767926U (en) | 2019-08-21 | 2019-08-21 | Safety protection platform |
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| CN (1) | CN210767926U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN114293562A (en) * | 2021-12-31 | 2022-04-08 | 天津二建建筑工程有限公司 | Enclosed construction enclosure |
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2019
- 2019-08-21 CN CN201921368209.8U patent/CN210767926U/en active Active
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN114293562A (en) * | 2021-12-31 | 2022-04-08 | 天津二建建筑工程有限公司 | Enclosed construction enclosure |
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