CN214785832U - Super high-rise core section of thick bamboo horizontal construction is from early warning construction platform - Google Patents
Super high-rise core section of thick bamboo horizontal construction is from early warning construction platform Download PDFInfo
- Publication number
- CN214785832U CN214785832U CN202120140542.4U CN202120140542U CN214785832U CN 214785832 U CN214785832 U CN 214785832U CN 202120140542 U CN202120140542 U CN 202120140542U CN 214785832 U CN214785832 U CN 214785832U
- Authority
- CN
- China
- Prior art keywords
- platform
- core tube
- wall body
- fixedly connected
- solar panel
- Prior art date
- 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.)
- Active
Links
Images
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
- Y02E—REDUCTION OF GREENHOUSE GAS [GHG] EMISSIONS, RELATED TO ENERGY GENERATION, TRANSMISSION OR DISTRIBUTION
- Y02E10/00—Energy generation through renewable energy sources
- Y02E10/50—Photovoltaic [PV] energy
Landscapes
- Refuge Islands, Traffic Blockers, Or Guard Fence (AREA)
Abstract
The utility model discloses a super high-rise core section of thick bamboo horizontal construction is from early warning construction platform, include: platform skeleton and core section of thick bamboo wall body, pre-buried fixed subassembly that has in core section of thick bamboo wall body top, and core section of thick bamboo wall body top is through pre-buried fixed subassembly and two protrusion girder fixed connection of platform skeleton left end, platform skeleton lower surface is at core section of thick bamboo wall body right side fixedly connected with fixing support, and platform skeleton lower surface left side is provided with assembled support, be connected with between the bottom of assembled support and fixing support and to drawing the screw rod. The utility model discloses three kinds of reinforcement systems have been set up: embedding a fixing system of a fixing component; a combined fixing system of a fixed support, an assembled support and a split screw; an oblique support system of the oblique stay bar; through the three reinforcing systems, the connecting strength of the platform and the core barrel is greatly improved, and the load of the platform is greatly improved.
Description
Technical Field
The utility model belongs to the technical field of building construction; in particular to a self-early warning construction platform for a horizontal structure of a super high-rise core tube.
Background
At present, the construction of a super high-rise core tube structure; the method is divided into two types: the first is that the vertical structure is constructed in advance and the horizontal structure is constructed in a lagging way; the second is that the vertical structure and the horizontal structure are constructed simultaneously. For the first: the construction mode of firstly constructing a vertical structure and lagging a horizontal structure; when a lagging horizontal structure is under construction; the transportation of materials and supplies becomes a critical factor for construction constraints.
Therefore, a construction platform for the horizontal structure of the core cylinder is needed to realize the material transportation. At present, a construction platform for a horizontal structure of a core cylinder is incapable of being provided with a diagonal steel wire rope due to the fact that the upper portion of the construction platform does not have the horizontal structure, so that the platform is limited in load, an overload early warning device is not arranged, and safety accidents are easy to happen.
SUMMERY OF THE UTILITY MODEL
The utility model aims at providing a self-early warning construction platform of a horizontal structure of a super high-rise core tube; to solve the technical problems mentioned in the background art.
The utility model provides an above-mentioned technical problem's technical scheme as follows: a super high-rise core tube horizontal structure self-early warning construction platform; the device comprises a platform framework and a core barrel wall body, wherein a pre-buried fixing assembly is pre-buried at the top end of the core barrel wall body, the top end of the core barrel wall body is fixedly connected with two protruded main beams at the left end of the platform framework through the pre-buried fixing assembly, a fixing support is fixedly connected to the right side of the core barrel wall body at the lower surface of the platform framework, an assembled support is arranged at the left side of the lower surface of the platform framework, a counter-pull screw rod is connected between the assembled support and the bottom of the fixing support, a through hole is correspondingly formed in the core barrel wall body and the counter-pull screw rod, a platform steel plate is laid on the upper surface of the platform framework, four to six pressure sensors which are uniformly distributed are arranged between the platform steel plate and a secondary beam of the platform framework, U-shaped guardrails are mounted on the front and back three sides of the upper surface of the platform steel plate, and punching net baffles are arranged on the inner side surfaces of the U-shaped guardrails, the utility model discloses a platform frame, including U type guardrail, core section of thick bamboo wall body, the central symmetry of both sides installs angle modulation formula solar panel assembly around the U type guardrail, one side that U type guardrail upper end is close to core section of thick bamboo wall body is provided with the stand, and the stand mid-mounting has the warning jingle bell, and the stand top is provided with the warning flashing light, be provided with the diagonal brace between platform skeleton downside right-hand member and the core section of thick bamboo wall body.
The utility model adopts the self-early warning construction platform for the horizontal structure of the super high-rise core tube; further: the embedded fixing assembly comprises two front and back vertical parallel embedded screws, the two embedded screws are respectively located on the front side and the back side of the platform framework protruding main beam, the lower ends of the embedded screws are embedded in the top end of the core tube wall body, the two embedded screws penetrate through the upper end of the platform framework protruding main beam to form a limiting steel plate, and double nuts are sleeved on the outer surface of each embedded screw on the limiting steel plate.
The utility model adopts the self-early warning construction platform for the horizontal structure of the super high-rise core tube; further: the assembled support comprises a U-shaped support with an upward opening, rectangular sleeves are fixedly connected to the left end and the right end of the top of the U-shaped support, and the two rectangular sleeves are respectively sleeved on the outer surfaces of two protruding main beams at the left end of the platform framework.
The utility model adopts the self-early warning construction platform for the horizontal structure of the super high-rise core tube; further: the pressure sensor is characterized in that a groove shell with an upward opening is sleeved on the outer side of the pressure sensor, the bottom of the groove shell is located at the upper end of a secondary beam of the platform framework, the upper end of the groove shell is fixedly connected with the platform steel plate through a bolt, and a wood wedge is filled in a gap between the inner side of the groove shell and the pressure sensor.
The utility model adopts the self-early warning construction platform for the horizontal structure of the super high-rise core tube; further: the angle-adjustable solar panel assembly comprises a solar panel body, wherein a rotating shaft is rotatably connected to the upper side of the solar panel body, first connecting rods are fixedly connected to the left end and the right end of the rotating shaft, the other ends of the first connecting rods are connected with the upper side of a U-shaped guardrail, a vertical second rotating sleeve is fixedly connected to one side, close to the U-shaped guardrail, in the middle of the rotating shaft, a lead screw is rotatably connected to the inner side of the second rotating sleeve, a rotating handle is arranged at the upper end of the lead screw above the second rotating sleeve, a sleeve is rotatably connected to the lower end of the lead screw below the second rotating sleeve, a second connecting rod is fixedly connected to one side, close to the U-shaped guardrail, of the sleeve, the other end of the second connecting rod is fixedly connected with the U-shaped guardrail, a moving block is directly meshed with the sleeve in the middle of the outer surface of the lead screw, and a movable shaft is rotatably connected to one side, close to the solar panel body, of the moving block, and the other end of the movable shaft is rotatably connected with the middle part of the lower side of the solar panel body.
The utility model adopts the self-early warning construction platform for the horizontal structure of the super high-rise core tube; further: the solar panel comprises a rotating shaft solar panel body, wherein the left end and the right end of the upper side of the rotating shaft solar panel body are fixedly connected with first rotating sleeves, the outer surface of the rotating shaft is sleeved with the first rotating sleeves, and the first rotating sleeves and the rotating shaft rotate relatively.
The utility model adopts the self-early warning construction platform for the horizontal structure of the super high-rise core tube; further: the one end that the pivot was kept away from to the head rod is provided with U type cutting ferrule that the opening is down, and the upper limit of U type guardrail is located to U type cutting ferrule cover, one side middle part that the head rod was kept away from to U type cutting ferrule is provided with fastening screw, and U type cutting ferrule passes through fastening screw and the last fixed connection of U type guardrail.
The utility model adopts the self-early warning construction platform for the horizontal structure of the super high-rise core tube; further: alarm bell and warning flashing light all with pressure sensor electric connection, and pressure sensor and angle modulation formula solar panel subassembly electric connection.
The utility model adopts the self-early warning construction platform for the horizontal structure of the super high-rise core tube; further: the upper end of the inclined support rod is welded with the right end of the lower side of the platform framework, the support rod is welded in the middle between the inclined support rod and the platform framework, the lower end of the inclined support rod is welded with a fixed steel plate, and the fixed steel plate is fixedly connected with the core tube wall body through expansion screws.
The utility model has the advantages that:
1. the utility model discloses three kinds of reinforcement systems have been set up: embedding a fixing system of a fixing component; a combined fixing system of a fixed support, an assembled support and a split screw; an oblique support system of the oblique stay bar; through the three reinforcing systems, the connecting strength of the platform and the core barrel is greatly improved, and the load of the platform is greatly improved.
2. The utility model discloses be provided with overload early warning equipment, the load situation that can real-time supervision platform, when the material pile on this platform is heavy to reach 85% of design load, behind the forced induction ware starting current, warning jingle bell sound alarm, the warning flashing light takes place to dodge the red light, reminds operating personnel to notice the overload to avoid taking place the incident.
3. The utility model discloses the angle modulation formula solar panel subassembly that well set up can for the utility model provides an overload early warning equipment lasts and provides the electric energy to guarantee the operation that lasts of overload early warning equipment, and the solar panel body among the angle modulation formula solar panel subassembly can carry out angle modulation, can adjust the solar panel body to suitable angle, thereby has improved the conversion rate of solar energy to the electric energy greatly.
Drawings
The detailed description taken in conjunction with the following drawings; the foregoing and/or other aspects and advantages of the present invention will become more apparent and more readily appreciated; the drawings are schematic only; the utility model is not limited; wherein:
FIG. 1 is a schematic view of a top view structure of a super high-rise core tube horizontal structure self-warning construction platform;
fig. 2 is a schematic side view, sectional structure of a pressure sensor according to an embodiment of the present invention;
FIG. 3 is a front view schematic diagram of a super high-rise core tube horizontal structure self-warning construction platform;
fig. 4 is a schematic perspective view of a solar panel assembly according to an embodiment of the present invention;
fig. 5 is a schematic side view of a fixing support according to an embodiment of the present invention;
fig. 6 is a schematic side view of an assembled support according to an embodiment of the present invention.
In the drawings; the list of components represented by each reference number is as follows:
1. a platform framework; 2. a platform steel plate; 3. a pressure sensor; 4. a groove housing; 5. a bolt; 6. a wood wedge; 7. a U-shaped guardrail; 8. punching a screen baffle; 9. an angle-adjustable solar panel assembly; 901. a solar panel body; 902. a first rotating sleeve; 903. a rotating shaft; 904. a first connecting rod; 905. a U-shaped card sleeve; 906. fastening screws; 907. a second rotating sleeve; 908. a screw rod; 909. rotating the handle; 910. a sleeve; 911. a second connecting rod; 912. a moving block; 913. a movable shaft; 10. alarming and ringing; 11. an alarm flashing light; 12. pre-burying a fixing component; 1201. pre-burying a screw; 1202. a limiting steel plate; 1203. double nuts; 13. a fixed support; 14. an assembled support; 1401. a U-shaped bracket; 1402. a rectangular sleeve; 15. oppositely pulling the screw rod; 16. a diagonal brace; 17. fixing a steel plate; 18. an expansion screw; 19. a support bar; 20. core section of thick bamboo wall body.
Detailed Description
Hereinafter; embodiments of the present invention of a super high-rise core tube horizontal structure self-warning construction platform will be described with reference to the accompanying drawings.
The embodiments described herein are specific embodiments of the present invention; for illustrating the concept of the present invention; are all explanatory and exemplary; and should not be construed as limiting the scope of the embodiments of the invention. In addition to the embodiments described herein; other technical solutions which are obvious to one skilled in the art can be adopted based on the disclosure in the claims and the specification of the present application; these include the use of any obvious substitutions or modifications to the embodiments described herein.
The drawings of the present specification are diagrammatic; the idea of the present invention is explained in an auxiliary way; schematically showing the shape of the parts and their interrelationship. Please note that; to facilitate clear presentation of the structure of the various components of the embodiments of the present invention; the drawings are not drawn to the same scale. Like reference numerals are used to denote like parts.
Fig. 1-6 show a super high-rise core tube horizontal structure self-early warning construction platform according to an embodiment of the present invention; it includes: the top end of the core tube wall body 20 is pre-embedded with a pre-embedded fixing component 12, the top end of the core tube wall body 20 is fixedly connected with two protruding main beams at the left end of the platform frame 1 through the pre-embedded fixing component 12, the pre-embedded fixing component 12 comprises two pre-embedded screws 1201 which are vertically arranged side by side in a front-back direction, the two pre-embedded screws 1201 are respectively positioned at the front side and the back side of the protruding main beams of the platform frame 1, the lower ends of the pre-embedded screws 1201 are pre-embedded at the top end of the core tube wall body 20, the upper ends of the two pre-embedded screws 1201 penetrate through the upper end of the protruding main beams of the platform frame 1, double nuts are sleeved on the outer surfaces of the pre-embedded screws 1201 at the upper ends of the limiting steel plates 1202, the lower surface of the platform frame 1 is fixedly connected with a fixing support 13 at the right side of the core tube wall body 20, and the lower surface of the platform frame 1 is provided with an assembled support 14 at the left side of the lower surface of the platform frame 1, the assembled support 14 comprises a U-shaped support 1401 with an upward opening, the left end and the right end of the top of the U-shaped support 1401 are fixedly connected with rectangular sleeves 1402, the two rectangular sleeves 1402 are respectively sleeved on the outer surfaces of two protruded main beams at the left end of a platform framework 1, a counter-pull screw 15 is connected between the assembled support 14 and the bottom of a fixed support 13, a core cylinder wall 20 and the counter-pull screw 15 are correspondingly provided with through holes, a platform steel plate 2 is paved on the upper surface of the platform framework 1, four to six pressure sensors 3 are uniformly distributed between the platform steel plate 2 and a secondary beam of the platform framework 1, specifically, a groove shell 4 with an upward opening is sleeved on the outer side of the pressure sensor 3, the bottom of the groove shell 4 is positioned at the upper end of the secondary beam of the platform framework 1, the upper end of the groove shell 4 is fixedly connected with the platform steel plate 2 through a bolt 5, and a wood wedge 6 is filled in a gap between the inner side of the groove shell 4 and the pressure sensors 3, the front side and the rear side of the upper surface of the platform steel plate 2 are provided with U-shaped guardrails 7, the inner side surfaces of the U-shaped guardrails 7 are provided with punched net baffles 8, the middles of the front side and the rear side of the U-shaped guardrails 7 are symmetrically provided with angle-adjustable solar panel assemblies 9, each angle-adjustable solar panel assembly 9 comprises a solar panel body 901, a rotating shaft 903 is rotatably connected to the upper side of the solar panel body 901, specifically, the left end and the right end of the upper side of the rotating shaft 903 solar panel body 901 are fixedly connected with first rotating sleeves 902, the first rotating sleeves 902 are sleeved on the outer surface of the rotating shaft 903, the first rotating sleeves 902 rotate relative to the rotating shaft 903, the left end and the right end of the rotating shaft 903 are fixedly connected with first connecting rods 904, the other ends of the first connecting rods 904 are connected with the upper side of the U-shaped guardrails 7, specifically, one ends of the first connecting rods 904 far away from the rotating shaft 903 are provided with U-shaped cutting sleeves 905 with downward openings, the U-shaped cutting sleeve 905 is sleeved on the upper side of the U-shaped guardrail 7, a fastening screw 906 is arranged in the middle of one side, away from the first connecting rod 904, of the U-shaped cutting sleeve 905, the U-shaped cutting sleeve 905 is fixedly connected with the upper side of the U-shaped guardrail 7 through the fastening screw 906, a vertical second rotating sleeve 907 is fixedly connected to one side, close to the U-shaped guardrail 7, of the middle of the rotating shaft 903, a screw rod 908 is rotatably connected to the inner side of the second rotating sleeve 907, a rotating handle 909 is arranged above the second rotating sleeve 907 at the upper end of the screw rod 908, a sleeve 910 is rotatably connected to the lower end of the screw rod 908 below the second rotating sleeve 907, a second connecting rod 911 is fixedly connected to one side, close to the U-shaped guardrail 7, the other end of the second connecting rod 911 is fixedly connected with the U-shaped guardrail 7, a moving block 912 is directly engaged with the sleeve 907 at the middle of the outer surface of the screw rod 908, and a moving block 912 is rotatably connected to one side, close to the solar panel body 901, and the other end of loose axle 913 is connected with the rotation of middle part below the solar panel body 901, one side that U type guardrail 7 upper end is close to core section of thick bamboo wall body 20 is provided with the stand, and the stand mid-mounting has warning jingle bell 10, and the stand top is provided with warning flashing light 11, warning jingle bell 10 and warning flashing light 11 all with pressure sensors 3 electric connection, and pressure sensors 3 and angle modulation formula solar panel subassembly 9 electric connection, be provided with diagonal brace 16 between 1 downside right-hand member of platform skeleton and the core section of thick bamboo wall body 20, specifically, diagonal brace 16 upper end and 1 downside right-hand member welding of platform skeleton, the middle part welding between diagonal brace 16 and the platform skeleton 1 has bracing piece 19, and the welding of 16 lower extreme of diagonal brace has fixed steel plate 17, fixed steel plate 17 passes through inflation screw 18 and core section of thick bamboo wall body 20 fixed connection.
The working principle is as follows:
the utility model discloses three kinds of reinforcement systems have been set up: embedding a fixing system of the fixing component 12; a combined fixing system of a fixed support 13, an assembled support 14 and a split screw 15; diagonal support systems for diagonal support rods 16; through the three reinforcing systems, the connecting strength of the platform and the core barrel is greatly improved, and the load of the platform is greatly improved.
The utility model discloses be provided with overload early warning equipment, the load situation that can real-time supervision platform, when the material pile on this platform is heavy to reach the 85% of design load, behind the current that drives pressure sensors 3, 10 audible alarm of warning jingle bell, the flashing light of warning 11 takes place to dodge the red light, reminds operating personnel to notice the overload to avoid taking place the incident.
The utility model discloses the angle modulation formula solar panel assembly 9 that sets up in can be for the utility model provides an overload early warning device lasts and provides the electric energy, thereby guarantee overload early warning device's continuous operation, and solar panel body 901 among the angle modulation formula solar panel assembly 9 can carry out angle modulation (drive lead screw 908 through rotating handle 909 and rotate, pivoted lead screw 908 drives movable block 912 and carries out the removal of going up or down under the screw drive effect, movable block 912 promotes solar panel body 901 through loose axle 913 and rotates, thereby realize solar panel body 901 inclination's regulation, can adjust solar panel body 901 to suitable angle, thereby solar energy to the conversion rate of electric energy has been improved greatly.
The features disclosed above are not limited to the disclosed combinations with other features; other combinations between the technical features can also be carried out by a person skilled in the art according to the purposes of the utility model; to achieve the purpose of the present invention.
Claims (9)
1. The utility model provides a super high-rise core section of thick bamboo horizontal construction is from early warning construction platform which characterized in that includes: the platform comprises a platform framework (1) and a core tube wall body (20), wherein a pre-buried fixing assembly (12) is pre-buried at the top end of the core tube wall body (20), the top end of the core tube wall body (20) is fixedly connected with two protruded main beams at the left end of the platform framework (1) through the pre-buried fixing assembly (12), a fixed support (13) is fixedly connected to the lower surface of the platform framework (1) on the right side of the core tube wall body (20), an assembled support (14) is arranged on the left side of the lower surface of the platform framework (1), a counter-pull screw (15) is connected between the assembled support (14) and the bottom of the fixed support (13), the core tube wall body (20) and the counter-pull screw (15) are correspondingly provided with through holes, a platform steel plate (2) is laid on the upper surface of the platform framework (1), and four to six pressure inductors (3) which are uniformly distributed are arranged between the platform steel plate (2) and a secondary beam of the platform framework (1), u type guardrail (7) are installed to right three sides around platform steel sheet (2) upper surface, and U type guardrail (7) medial surface is provided with punching screen baffle (8), the central symmetry of both sides installs angle modulation formula solar panel assembly (9) around U type guardrail (7), one side that U type guardrail (7) upper end is close to core section of thick bamboo wall body (20) is provided with the stand, and stand mid-mounting has warning jingle bell (10), and is provided with warning flashing light (11) on the stand top, be provided with diagonal brace (16) between platform skeleton (1) downside right-hand member and core section of thick bamboo wall body (20).
2. The self-early-warning construction platform of the horizontal structure of the super-high-rise core barrel as claimed in claim 1, wherein the embedded fixing assembly (12) comprises two embedded screws (1201) which are vertically arranged in parallel from front to back, the two embedded screws (1201) are respectively located on the front side and the rear side of a main beam protruding out of the platform framework (1), the lower ends of the embedded screws (1201) are embedded in the top end of the core barrel wall body (20), a limiting steel plate (1202) penetrates through the upper ends of the two embedded screws (1201) at the upper end of the main beam protruding out of the platform framework (1), and double nuts (1203) are sleeved on the outer surface of each embedded screw (1201) at the upper end of the limiting steel plate (1202).
3. The self-early-warning construction platform of the horizontal structure of the super high-rise core tube as claimed in claim 1, wherein the assembled support (14) comprises a U-shaped support (1401) with an upward opening, the left end and the right end of the top of the U-shaped support (1401) are both fixedly connected with rectangular sleeves (1402), and the two rectangular sleeves (1402) are respectively sleeved on the outer surfaces of two protruding main beams at the left end of the platform framework (1).
4. The self-early-warning construction platform of the horizontal structure of the super high-rise core tube as claimed in claim 1, wherein a groove shell (4) with an upward opening is sleeved outside the pressure sensor (3), the bottom of the groove shell (4) is located at the upper end of the secondary beam of the platform framework (1), the upper end of the groove shell (4) is fixedly connected with the platform steel plate (2) through a bolt (5), and a wood wedge (6) is filled in a gap between the inner side of the groove shell (4) and the pressure sensor (3).
5. The self-early warning construction platform of the horizontal structure of the super high-rise core tube as claimed in claim 1, wherein the angle-adjustable solar panel assembly (9) comprises a solar panel body (901), a rotating shaft (903) is rotatably connected to the upper side of the solar panel body (901), a first connecting rod (904) is fixedly connected to each of the left end and the right end of the rotating shaft (903), the other end of the first connecting rod (904) is connected to the upper side of the U-shaped guardrail (7), a vertical second rotating sleeve (907) is fixedly connected to one side of the middle part of the rotating shaft (903) close to the U-shaped guardrail (7), a screw rod (908) is rotatably connected to the inner side of the second rotating sleeve (907), a rotating handle (909) is arranged above the second rotating sleeve (907) at the upper end of the screw rod (908), and a sleeve (910) is rotatably connected to the lower end of the screw rod (908) below the second rotating sleeve (907), one side of the sleeve (910) close to the U-shaped guardrail (7) is fixedly connected with a second connecting rod (911), the other end of the second connecting rod (911) is fixedly connected with the U-shaped guardrail (7), the middle part of the outer surface of the lead screw (908) is directly meshed with a moving block (912) in the second rotating sleeve (907) and the sleeve (910), one side of the moving block (912) close to the solar panel body (901) is rotatably connected with a movable shaft (913), and the other end of the movable shaft (913) is rotatably connected with the middle part of the lower side of the solar panel body (901).
6. The self-early warning construction platform of the super high-rise core tube horizontal structure is characterized in that the left end and the right end of the upper side of the solar panel body (901) of the rotating shaft (903) are fixedly connected with first rotating sleeves (902), the first rotating sleeves (902) are sleeved on the outer surface of the rotating shaft (903), and the first rotating sleeves (902) and the rotating shaft (903) rotate relatively.
7. The self-early-warning construction platform for the horizontal structure of the super-high-rise core tube as claimed in claim 5, wherein a U-shaped clamping sleeve (905) with a downward opening is arranged at one end, away from the rotating shaft (903), of the first connecting rod (904), the U-shaped clamping sleeve (905) is sleeved on the upper edge of the U-shaped guardrail (7), a fastening screw (906) is arranged in the middle of one side, away from the first connecting rod (904), of the U-shaped clamping sleeve (905), and the U-shaped clamping sleeve (905) is fixedly connected with the upper edge of the U-shaped guardrail (7) through the fastening screw (906).
8. The self-early warning construction platform of the super high-rise core tube horizontal structure as claimed in claim 1, wherein the alarm bell (10) and the alarm flashing lamp (11) are both electrically connected with the pressure sensor (3), and the pressure sensor (3) is electrically connected with the angle-adjustable solar panel assembly (9).
9. The self-early-warning construction platform of the horizontal structure of the super high-rise core tube as claimed in claim 1, wherein the upper ends of the inclined support rods (16) are welded to the right ends of the lower sides of the platform frameworks (1), support rods (19) are welded to the middle portions between the inclined support rods (16) and the platform frameworks (1), fixing steel plates (17) are welded to the lower ends of the inclined support rods (16), and the fixing steel plates (17) are fixedly connected with the core tube wall body (20) through expansion screws (18).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202120140542.4U CN214785832U (en) | 2021-01-19 | 2021-01-19 | Super high-rise core section of thick bamboo horizontal construction is from early warning construction platform |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202120140542.4U CN214785832U (en) | 2021-01-19 | 2021-01-19 | Super high-rise core section of thick bamboo horizontal construction is from early warning construction platform |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN214785832U true CN214785832U (en) | 2021-11-19 |
Family
ID=78748021
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202120140542.4U Active CN214785832U (en) | 2021-01-19 | 2021-01-19 | Super high-rise core section of thick bamboo horizontal construction is from early warning construction platform |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN214785832U (en) |
-
2021
- 2021-01-19 CN CN202120140542.4U patent/CN214785832U/en active Active
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN208220164U (en) | Architecture construction security maintenance cantilevered structure | |
| CN112196248A (en) | Cantilever scaffold system and construction method thereof | |
| CN214785832U (en) | Super high-rise core section of thick bamboo horizontal construction is from early warning construction platform | |
| CN201486120U (en) | Detachable steel column connecting construction operation platform | |
| CN102635227A (en) | Aluminum alloy lifting scaffold | |
| CN209817295U (en) | Structure is found to assembled building top layer eaves gutter | |
| CN210264003U (en) | Edge-facing protection device for assembled beam | |
| CN209907195U (en) | Bridge anticollision barrier template mounting safety device | |
| CN209817386U (en) | Outer enclosure structure of overhanging balcony position of prefabricated building | |
| CN210508494U (en) | Combined fairway | |
| CN211143689U (en) | Scaffold | |
| CN103590621A (en) | Tower crane integral type steel frame aisle and manufacturing method thereof | |
| CN110439308B (en) | Multi-functional adjustable high-rise building safety device that prevents weighing down thing of instrument formula | |
| CN211714639U (en) | Steel plate net erected on periphery of building | |
| CN214302795U (en) | Operating platform for installing cable head and ring beam ear plate in cable structure | |
| CN217299747U (en) | Novel scaffold for urban building engineering construction device | |
| CN110212843A (en) | A kind of bracing means and its localization method of photovoltaic bracket template | |
| CN214140137U (en) | Bucket elevator with mounting hoop frame | |
| CN213660872U (en) | Support frame for combined power distribution cabinet | |
| CN219100434U (en) | Steel construction well outer facade curtain wall construction | |
| CN216516802U (en) | Eccentric formula scaffold hoisting point device | |
| CN203569909U (en) | Tower crane integral type steel frame aisle | |
| CN218643209U (en) | Be used for high altitude construction pin-connected panel construction platform of column | |
| CN210033728U (en) | Platform and structural component of wind generating set | |
| CN211522923U (en) | Bridge diaphragm safety work cage |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant |