Suspended movable vibrating platform and using method thereof

Abstract

The invention provides a suspended movable vibrating platform and a using method thereof.The suspended movable vibrating platform comprises a plurality of sets of pre-embedded connectors, a plurality of transverse main platforms and a plurality of longitudinal auxiliary platforms, the multiple sets of pre-embedded connectors are arranged at intervals in the vertical direction, and the multiple pre-embedded connectors in each set are arranged on the same horizontal plane at intervals; the transverse main platforms are arranged at intervals in the first horizontal direction, and the two opposite ends of each transverse main platform are detachably erected on one set of embedded connectors; the longitudinal auxiliary platforms are arranged between the two adjacent transverse main platforms at intervals in the second horizontal direction perpendicular to the first horizontal direction, and the two opposite ends of each longitudinal auxiliary platform are detachably erected on the two adjacent transverse main platforms respectively. The floor fastener scaffold platform can replace a traditional floor fastener scaffold platform, and therefore the purposes of recycling steel and saving cost are achieved.

Description

Technical Field

[0001] The present invention relates to the technical field of mass concrete pouring and vibrating platform construction, and in particular to a suspended movable vibrating platform and a using method thereof. Background Art

[0002] With the continuous development of bridge engineering, the pouring of mass foundation concrete has become a key and difficult area in construction. In the traditional construction process of mass concrete, cooling pipes are usually used to control the temperature change inside the concrete, prevent cracks from occurring due to excessive temperature difference, and thus ensure the quality and durability of the concrete structure. Regarding the problem of the vibrating platform for mass concrete, in the traditional method, in order to facilitate the embedding of cooling pipes, a one-time investment in drop coupler scaffolds is usually adopted, and steel jump boards are laid as the construction platform. During the process, the steel jump boards are recycled and reused as the foundation is poured. At present, in China, the use of inhibitors and the cancellation of cooling pipes for mass concrete have also become the main construction ideas. If the traditional drop coupler scaffolds are still used as the vibrating platform, a large number of coupler pipes need to be invested at one time, consuming dozens of tons of steel, which is very disadvantageous for the current environment of cost reduction and efficiency improvement. Summary of the Invention

[0003] The present invention aims to provide a suspended movable vibrating platform to replace the traditional drop coupler scaffold platform, so as to achieve the purpose of recycling steel and saving costs.

[0004] To achieve the above object, the technical solution adopted by the present invention is:

[0005] A suspended movable vibrating platform includes a plurality of groups of embedded joints, a plurality of transverse main platforms and a plurality of longitudinal auxiliary platforms. The plurality of groups of embedded joints are arranged at intervals in the vertical direction, and a plurality of embedded joints in each group are arranged at intervals on a horizontal plane; the plurality of transverse main platforms are arranged at intervals in a first horizontal direction, and opposite ends of each transverse main platform are detachably mounted on one group of the embedded joints; the plurality of longitudinal auxiliary platforms are arranged at intervals in a second horizontal direction perpendicular to the first horizontal direction between adjacent two of the transverse main platforms, and opposite ends of each longitudinal auxiliary platform are respectively detachably mounted on adjacent two of the transverse main platforms.

[0006] Further, each of the transverse main platforms includes a plurality of main platform modules arranged in sequence in the second horizontal direction, and adjacent two of the main platform modules of each transverse main platform are detachably connected together by a connecting member.

[0007] Furthermore, the main platform module includes a base and two guardrails. The two guardrails are fixedly arranged on opposite sides of the base at a relative interval, and the bases of adjacent main platform modules are detachably connected together through the connecting piece; opposite ends of the longitudinal auxiliary platform are respectively supported on the bases of adjacent transverse main platforms.

[0008] Furthermore, the base includes two main crossbeams, a plurality of distribution beams and a main platform bottom plate. The two main crossbeams are arranged in parallel at an interval, the plurality of distribution beams are arranged at intervals along the length direction of the main crossbeams, and each distribution beam is fixedly connected to the two main crossbeams; the two guardrails are located between the two main crossbeams and are respectively fixed at opposite ends of the distribution beams; the main platform bottom plate is located between the two guardrails and is laid on the top surfaces of the plurality of distribution beams; the main crossbeams of adjacent main platform modules are detachably connected together through the connecting piece; free ends of the main crossbeams at both ends of the transverse main platform are detachably erected on one set of the embedded connectors; opposite ends of the longitudinal auxiliary platform are respectively supported on the top surfaces of the main crossbeams of adjacent transverse main platforms.

[0009] Furthermore, each of the embedded connectors is provided with a support groove, and free ends of the main crossbeams at opposite ends of each transverse main platform are respectively supported in the support grooves of one set of the embedded connectors.

[0010] Furthermore, each of the embedded connectors includes an embedded plate, a plurality of angle steels, a support member and at least one stiffening plate. One ends of the plurality of angle steels are fixedly connected to one side of the embedded plate at intervals, one end of the support member is fixed to the side of the embedded plate facing away from the angle steels, and the support groove is formed in the support member; the stiffening plate is fixedly connected to the bottom of the embedded plate and the embedded plate.

[0011] Furthermore, the longitudinal auxiliary platform includes two longitudinal beams, a plurality of connecting beams and an auxiliary platform bottom plate. The two longitudinal beams are arranged in parallel at an interval, the longitudinal beams are perpendicular to the main crossbeams, and opposite ends of the longitudinal beams are respectively supported on the top surfaces of the main crossbeams of adjacent transverse main platforms; the plurality of connecting beams are arranged at intervals along the length direction of the longitudinal beams, and each connecting beam is vertically connected to the two longitudinal beams; the auxiliary platform bottom plate is laid between the two longitudinal beams and is supported on the top surfaces of the plurality of connecting beams.

[0012] Furthermore, a plurality of the connecting beams are all located between the main crossbeams of adjacent transverse main platforms, the plurality of connecting beams are fixed to the bottoms of the longitudinal beams, and the two connecting beams respectively located at both ends of the longitudinal beams can respectively contact the main crossbeams of adjacent transverse main platforms to limit the movement of the longitudinal auxiliary platform in the first horizontal direction.

[0013] Furthermore, the hanging movable vibrating platform is also provided with a number of safety main ropes corresponding to a number of longitudinal auxiliary platforms. The safety main ropes are sequentially wound and connected to the guardrails of two adjacent transverse main platforms, and the two ends of the safety main ropes are detachably connected together through shackles, so that the safety main ropes surround the periphery of the corresponding longitudinal auxiliary platforms.

[0014] The present invention further provides a method for using the hanging movable vibrating platform, including the following steps:

[0015] S1. During the construction of the foundation cofferdam, a number of groups of embedded joints are pre-embedded at intervals in the vertical direction;

[0016] S2. Hoist the transverse main platform and install the transverse main platform on one group of embedded joints;

[0017] S3. Hoist the longitudinal auxiliary platform and support the two ends of the longitudinal auxiliary platform on two adjacent transverse main platforms respectively. Subsequently, install safety main ropes on the guardrails of the two adjacent transverse main platforms to complete the installation of the hanging movable vibrating platform;

[0018] S4. During the foundation pouring, the constructor moves on the hanging movable vibrating platform and uses a long vibrating rod for vibrating construction. After the foundation concrete surface reaches below the hanging movable vibrating platform, the hanging movable vibrating platform is removed, and the removed hanging movable vibrating platform is installed on a group of embedded joints at a higher position according to steps S2 - S3 for continued use.

[0019] Due to the adoption of the above technical solutions, the present invention has the following beneficial effects:

[0020] 1. The above-mentioned hanging movable vibrating platform includes embedded joints, transverse main platforms and longitudinal auxiliary platforms. During installation, only the embedded joints need to be buried during the construction of the foundation cofferdam, and then the transverse main platforms can be detachably erected on the embedded joints by hoisting, and the longitudinal auxiliary platforms can be detachably erected on the transverse main platforms, so as to complete the installation of the hanging movable vibrating platform. The installation and disassembly of the platform are convenient and fast, reducing the interference with the pouring of mass concrete. During the foundation pouring, vibration construction can be carried out on the hanging movable vibrating platform using a long vibrating rod. After the concrete surface reaches below the platform, the hanging movable vibrating platform is removed, and the hanging movable vibrating platform is continued to be installed on the embedded joints above to carry out the next step of construction, so as to achieve reuse. Therefore, compared with the method of erecting a floor fastener scaffold, it avoids the situation of investing a large amount of steel as a vibrating platform at one time, effectively recycling the steel and saving costs.

[0021] 2. The above-mentioned suspended movable vibrating platform adopts a segmented assembly design. By adjusting the number of transverse main platforms arranged at intervals along a first horizontal direction, and adjusting the number of main platform modules spliced in sequence along a second horizontal direction included in each transverse main platform, the size of the suspended movable vibrating platform is adjusted to ensure that the platform can change its length and width according to different construction conditions. Moreover, the connection between two adjacent main platform modules is realized through connecting bolts, effectively improving the construction efficiency.

[0022] 3. For the above-mentioned suspended movable vibrating platform, its embedded joints, transverse main platforms and longitudinal auxiliary platforms can all adopt standardized designs and be processed in the factory, thus standardizing the suspended movable vibrating platform, making the platform safer and more beautiful, avoiding the uneven on-site processing level of the floor fastener scaffolding, and effectively promoting the process of standardized construction. BRIEF DESCRIPTION OF THE DRAWINGS

[0023] Figure 1 is a top view structural schematic diagram of the suspended movable vibrating platform according to a preferred embodiment of the present invention;

[0024] Figure 2 is a structural schematic diagram of the embedded joint of the suspended movable vibrating platform according to a preferred embodiment of the present invention;

[0025] Figure 3 is Figure 2 a left view structural schematic diagram of the shown embedded joint;

[0026] Figure 4 is Figure 2 a right view structural schematic diagram of the shown embedded joint;

[0027] Figure 5 is a structural schematic diagram of the main platform module of the suspended movable vibrating platform according to a preferred embodiment of the present invention;

[0028] Figure 6 is Figure 5 a left view structural schematic diagram of the shown main platform module;

[0029] Figure 7 is Figure 5 a top view structural schematic diagram of the shown main platform module;

[0030] Figure 8 is a structural schematic diagram of the longitudinal auxiliary platform of the suspended movable vibrating platform according to a preferred embodiment of the present invention;

[0031] Figure 9 is Figure 8 a left view structural schematic diagram of the shown longitudinal auxiliary platform;

[0032] Figure 10 is Figure 8Schematic top view structure diagram of the longitudinal auxiliary platform shown;

[0033] Figure 11 Elevation structure diagram of the hanging movable vibrating platform according to a preferred embodiment of the present invention;

[0034] Figure 12 Connection diagram of two adjacent transverse main platforms and a longitudinal auxiliary platform in the hanging movable vibrating platform according to a preferred embodiment of the present invention;

[0035] Figure 13 Schematic structure diagram of the main cross beam at the connection of two adjacent main platform modules in the hanging movable vibrating platform according to a preferred embodiment of the present invention;

[0036] Figure 14 is Figure 13 left view structure diagram of;

[0037] Description of main component symbols

[0038] 100, hanging movable vibrating platform; 10, embedded joint; 11, support groove; 12, embedded plate; 13, angle steel; 14, support member; 141, bottom wall; 143, side wall; 15, stiffening plate; 30, transverse main platform; 31, main platform module; 32, base; 321, main cross beam; 322, mounting hole; 323, distribution beam; 325, main platform bottom plate; 33, guardrail; 35, connecting member; 351, connecting plate; 353, connecting bolt; 50, longitudinal auxiliary platform; 51, longitudinal beam; 52, connecting beam; 53, auxiliary platform bottom plate; 60, safety main rope; 70, shackle; 200, foundation cofferdam. Detailed implementation manners

[0039] Next, the technical solutions in the embodiments of the present invention will be clearly and completely described in conjunction with the accompanying drawings in the embodiments of the present invention. Obviously, the described embodiments are only a part of the embodiments of the present invention, rather than all the embodiments. Based on the embodiments of the present invention, all other embodiments obtained by those of ordinary skill in the art without creative efforts shall fall within the protection scope of the present invention.

[0040] It should be noted that when a component is referred to as being "fixed to" another component, it can be directly on the other component or there may also be an intermediate component. When a component is considered to be "connected" to another component, it can be directly connected to the other component or there may be an intermediate component at the same time. When a component is considered to be "disposed on" another component, it can be directly disposed on the other component or there may be an intermediate component at the same time. The terms "vertical", "horizontal", "left", "right" and similar expressions used herein are only for the purpose of illustration.

[0041] Unless otherwise defined, all technical and scientific terms used herein have the same meaning as commonly understood by one of ordinary skill in the technical field to which this invention belongs. The terms used in the specification of the present invention are for the purpose of describing specific embodiments only and are not intended to limit the present invention. The term "and / or" used herein includes any and all combinations of one or more of the related listed items.

[0042] Please refer to Figure 1 , a suspended movable vibrating platform 100 provided by a preferred embodiment of the present invention includes several groups of embedded joints 10, several transverse main platforms 30 and several longitudinal auxiliary platforms 50. The several groups of embedded joints 10 are arranged at intervals in the vertical direction, and the multiple embedded joints 10 in each group are distributed at intervals on a horizontal plane; the several transverse main platforms 30 are arranged at intervals along the first horizontal direction X, and the opposite ends of the transverse main platforms 30 are detachably mounted on one of the groups of the embedded joints 10; the several longitudinal auxiliary platforms 50 are arranged at intervals between two adjacent transverse main platforms 30 along the second horizontal direction Y perpendicular to the first horizontal direction X, and the opposite ends of each longitudinal auxiliary platform 50 are respectively detachably mounted on two adjacent transverse main platforms 30.

[0043] In this embodiment, each group of embedded joints 10 is evenly divided into two rows, the two rows of embedded joints 10 are arranged oppositely, and the multiple embedded joints 10 in each row are distributed at intervals along the first horizontal direction X. Please refer to Figures 2 to 4 , each embedded joint 10 is provided with a support groove 11 for connecting with the transverse main platform 30. In this embodiment, each embedded joint 10 includes an embedded plate 12, several angle steels 13, a support member 14 and at least one stiffening plate 15. One ends of the several angle steels 13 are fixedly connected to one side of the embedded plate 12 at intervals; in this embodiment, each embedded joint 10 includes two angle steels 13, and the two angle steels 13 are arranged in parallel at intervals in the vertical direction. The angle steels 13 and the embedded plate 12 are used for being embedded in concrete to realize the installation of the embedded joint 10, and the setting of the angle steels 13 can enhance the shear resistance of the embedded joint 10. One end of the support member 14 is fixedly connected to the side of the embedded plate 12 opposite to the angle steels 13, and the support groove 11 is opened on the support member 14, and the support groove 11 penetrates through the top surface of the support member 14 and the end of the support member 14 away from the embedded plate 12. Specifically, the support member 14 includes a bottom wall 141 and two side walls 143. One ends of the bottom wall 141 and the two side walls 143 are fixedly connected to the embedded plate 12, the two side walls 143 are respectively fixedly connected to the opposite sides of the bottom wall 141, and the two side walls 143 and the bottom wall 141 enclose to form the support groove 11. The stiffening plate 15 is fixedly connected to the bottom of the embedded plate 12 and the embedded plate 12. In this embodiment, the stiffening plate 15 is fixedly connected to the bottom of the bottom wall 141 and the embedded plate 12.

[0044] Please refer to Figures 2 to 7 andFigure 11 In this embodiment, a plurality of transverse main platforms 30 are spaced apart along the first horizontal direction X. Each transverse main platform 30 includes a plurality of main platform modules 31 arranged in sequence along the second horizontal direction Y. Adjacent two main platform modules 31 of each transverse main platform 30 are detachably connected together by a connecting member 35.

[0045] The main platform module 31 includes a base 32 and two guardrails 33. The two guardrails 33 are fixedly arranged at opposite sides of the base 32 at a relative interval. In this embodiment, the base 32 includes two main crossbeams 321, a plurality of distribution beams 323 and a main platform bottom plate 325. The two main crossbeams 321 are arranged in parallel at an interval. In this embodiment, the main crossbeam 321 is parallel to the second horizontal direction Y. A plurality of distribution beams 323 are arranged at intervals along the length direction of the main crossbeam 321. Each distribution beam 323 is fixedly connected to the two main crossbeams 321. In this embodiment, the distribution beam 323 is perpendicular to the main crossbeam 321. The two guardrails 33 are both located between the two main crossbeams 321 and are respectively located at opposite ends of the distribution beam 323. Each guardrail 33 is fixedly connected to the top surfaces of a plurality of distribution beams 323. In this embodiment, the guardrail 33 adopts a fastener pipe guardrail. The height of the fastener pipe guardrail is usually 1.2 meters, which can protect the construction workers walking on the main platform module 31, and the construction workers can enter the longitudinal auxiliary platform 50 for construction according to needs by stepping over the fastener pipe guardrail. The main platform bottom plate 325 is located between the two guardrails 33 and is laid on the top surfaces of a plurality of distribution beams 323.

[0046] Adjacent two main platform modules 31 of each transverse main platform 30 are detachably connected together by a connecting member 35. Specifically: Please refer to Figure 13 and Figure 14 at the same time. Installation holes 322 are formed at both ends of the main crossbeam 321 of each main platform module 31; the connecting member 35 includes two connecting plates 351 and a plurality of connecting bolts 353. The connecting plates 351 are arranged at the butt joint of adjacent two transverse main platforms 30. The two connecting plates 351 are respectively arranged at opposite sides of the main crossbeam 321; a plurality of connecting bolts 353 are arranged at intervals. Some of the plurality of connecting bolts 353 pass through the two connecting plates 351 and the installation holes 322 of the main crossbeam 321 of one of the main platform modules 31, and the remaining connecting bolts 353 of the plurality of connecting bolts 353 pass through the two connecting plates 351 and the installation holes 322 of the main crossbeam 321 of the other main platform module 31, so as to detachably connect adjacent two main platform modules 31 together.

[0047] Opposite ends of each transverse main platform 30 are erected on one set of embedded joints 10. Specifically: The free ends of the main crossbeams 321 at opposite ends of each transverse main platform 30 are respectively supported in the corresponding support grooves 11 of one set of embedded joints 10, so as to detachably connect the transverse main platform 30 and the embedded joints 10 together.

[0048] Please refer to again Figure 1 In this embodiment, several longitudinal auxiliary platforms 50 are provided between two adjacent transverse main platforms 30. The several longitudinal auxiliary platforms 50 are spaced apart along the second horizontal direction Y. Opposite ends of each longitudinal auxiliary platform 50 are respectively supported on the top surfaces of the main crossbeams 321 of two adjacent transverse main platforms 30.

[0049] The longitudinal auxiliary platform 50 is perpendicular to the transverse main platform 30. Please refer to together Figures 8 to 10 The longitudinal auxiliary platform 50 includes two longitudinal beams 51, several connecting beams 52 and an auxiliary platform bottom plate 53. The two longitudinal beams 51 are arranged in parallel at intervals. The longitudinal beams 51 are perpendicular to the main crossbeams 321. Opposite ends of the longitudinal beams 51 are respectively supported on the top surfaces of the main crossbeams 321 of two adjacent transverse main platforms 30. The several connecting beams 52 are spaced along the length direction of the longitudinal beams 51. Each connecting beam 52 perpendicularly connects the two longitudinal beams 51. Please refer to together Figure 12 In this embodiment, the several connecting beams 52 are all between the main crossbeams 321 of two adjacent transverse main platforms 30, and the several connecting beams 52 are fixed to the bottom of the longitudinal beams 51. The two connecting beams 52 at both ends of the longitudinal beams 51 can respectively contact the main crossbeams 321 of two adjacent transverse main platforms 30 to limit the movement of the longitudinal auxiliary platform 50 along the first horizontal direction X and prevent the longitudinal auxiliary platform 50 from being accidentally separated from the transverse main platform 30. The auxiliary platform bottom plate 53 is laid between the two longitudinal beams 51 and is supported on the top surfaces of the several connecting beams 52.

[0050] In this embodiment, the main crossbeams 321 are made of I-beams, the distribution beams 323 are made of channel steels, the longitudinal beams 51 and the connecting beams 52 are both made of angle steels 13, the main platform bottom plates 325 and the auxiliary platform bottom plates 53 are both steel jump boards. The main platform bottom plates 325 are fixedly welded to the distribution beams 323 and the guardrails 33, and the auxiliary platform bottom plates 53 are fixedly welded to the longitudinal beams 51.

[0051] In this embodiment, the suspended movable vibrating platform 100 also corresponds to the several longitudinal auxiliary platforms 50 and is provided with several safety main ropes 60. The safety main ropes 60 are connected to the guardrails 33 of two adjacent transverse main platforms 30 and surround the corresponding longitudinal auxiliary platforms 50. During construction, the construction personnel can connect the traction ropes worn on their bodies to the safety main ropes 60 through buckles to provide protection when the construction personnel walk on the longitudinal auxiliary platforms 50. In this embodiment, the safety main ropes 60 can be made of steel wires. The safety main ropes 60 are sequentially wound and connected to the guardrails 33 of two adjacent transverse main platforms 30, and then the two ends of the safety main ropes 60 are detachably connected together through shackles and the like, so that the safety main ropes 60 surround the corresponding longitudinal auxiliary platforms 50 to play a better protective role.

[0052] The embodiments of the present invention also provide a method for using the suspended movable vibrating platform 100, including the following steps:

[0053] S1. During the construction of the foundation cofferdam 200, a number of groups of embedded joints 10 are pre-embedded at intervals in the vertical direction.

[0054] Specifically, during the construction of the foundation cofferdam 200, the angle steel 13 of the embedded joint 10 is connected to the steel bars of the foundation cofferdam 200 by means of binding or welding, etc. During the process of pouring concrete into the foundation cofferdam 200, the embedded plate 12 and the angle steel 13 of the embedded joint 10 are embedded in the concrete of the foundation cofferdam 200.

[0055] S2. Hoist the transverse main platform 30 and place the transverse main platform 30 on the group of embedded joints 10 with the lowest height.

[0056] In this embodiment, first, the splicing of multiple main platform modules 31 is completed on the ground, that is, adjacent two main platform modules 31 are connected together using connecting bolts 353 and connecting plates 351 to obtain the transverse main platform 30; then the transverse main platform 30 is hoisted as a whole to the preset installation position and placed on the corresponding embedded joint 10, so that the free ends of the main cross beams 321 at both ends of the transverse main platform 30 are supported in the corresponding support grooves 11.

[0057] S3. Hoist the longitudinal auxiliary platform 50 and support the two ends of the longitudinal auxiliary platform 50 on adjacent two transverse main platforms 30 respectively. Then install the safety main rope 60 on the guardrails 33 of the adjacent two transverse main platforms 30 to complete the installation of the suspended movable vibrating platform 100.

[0058] S4. During the foundation pouring, the constructor moves on the suspended movable vibrating platform 100 and uses a long vibrating rod for vibrating construction. After the foundation concrete surface reaches below the suspended movable vibrating platform 100, that is, when the foundation concrete surface is close to the bottom surface of the suspended movable vibrating platform 100, the suspended movable vibrating platform 100 is removed, and the removed suspended movable vibrating platform 100 is placed on a group of embedded joints 10 at a higher position according to steps S2 - S3 to continue the pouring and vibrating construction of the foundation.

[0059] Specifically, during construction, the constructor can walk on the transverse main platform 30 and the longitudinal auxiliary platform 50, and use a 9m Φ50 vibrating rod. The end of the vibrating rod is connected with a traction rope, and through the cooperation of pulling back and forth by the traction rope, the purpose of full coverage of vibration is achieved.

[0060] The above-mentioned suspended movable vibrating platform 100 includes a pre-buried joint 10, a transverse main platform 30 and a longitudinal auxiliary platform 50. During installation, only the pre-buried joint 10 needs to be buried during the construction of the foundation cofferdam 200, and then the transverse main platform 30 can be detachably erected on the pre-buried joint 10 by hoisting, and the longitudinal auxiliary platform 50 can be detachably erected on the transverse main platform 30, so as to complete the installation of the suspended movable vibrating platform 100. The installation and disassembly of the platform are convenient and fast, reducing the interference to the pouring of mass concrete. During the foundation pouring, vibration construction can be carried out on the suspended movable vibrating platform 100 by using a long vibrating rod. After the concrete surface reaches below the platform, the suspended movable vibrating platform 100 is removed, and the suspended movable vibrating platform 100 is installed on the upper pre-buried joint 10 for continued use. Therefore, compared with the method of erecting a floor-fastening scaffold, it avoids the situation of investing a large amount of steel as a vibrating platform at one time, effectively recycling the steel and saving costs.

[0061] The above-mentioned suspended movable vibrating platform 100 adopts a segmented assembly design. By adjusting the number of transverse main platforms 30 arranged at intervals along a first horizontal direction X, and adjusting the number of main platform modules 31 spliced in sequence along a second horizontal direction Y included in each transverse main platform 30, the size of the suspended movable vibrating platform 100 can be adjusted to ensure that the platform can change its length and width according to different construction conditions. Moreover, the adjacent two main platform modules 31 are connected by connecting bolts 353, effectively improving the construction efficiency.

[0062] For the above-mentioned suspended movable vibrating platform 100, its pre-buried joint 10, transverse main platform 30 and longitudinal auxiliary platform 50 all adopt standardized designs and are processed in the factory, so that the suspended movable vibrating platform 100 is standardized, the platform is safer and more beautiful, avoiding the situation of uneven on-site processing levels of floor-fastening scaffolds, and effectively promoting the process of standardized construction.

[0063] The above description is a detailed description of the preferred feasible embodiment of the present invention, but the embodiment is not intended to limit the patent application scope of the present invention. Any equivalent changes or modifications completed under the technical spirit prompted by the present invention shall fall within the patent scope covered by the present invention.

Claims

1. A suspended movable vibrating platform, characterized in that: It includes a plurality of groups of embedded joints, a plurality of transverse main platforms and a plurality of longitudinal auxiliary platforms, wherein the plurality of groups of embedded joints are arranged at intervals along the vertical direction, and a plurality of embedded joints in each group are arranged at intervals on a horizontal plane; the plurality of transverse main platforms are arranged at intervals along the first horizontal direction, and the opposite ends of the transverse main platforms are detachably mounted on one of the groups of embedded joints; the plurality of longitudinal auxiliary platforms are arranged at intervals between two adjacent transverse main platforms along a second horizontal direction perpendicular to the first horizontal direction, and the opposite ends of each of the longitudinal auxiliary platforms are detachably mounted on two adjacent transverse main platforms.

2. The suspended movable vibrating platform according to claim 1, characterized in that: Each of the transverse main platforms includes a plurality of main platform modules arranged in sequence along the second horizontal direction, and two adjacent main platform modules of each transverse main platform are detachably connected together via a connecting piece.

3. The suspended movable vibrating platform according to claim 2, characterized in that: The main platform module includes a base and two guardrails. The two guardrails are fixed on opposite sides of the base at relative intervals. The bases of two adjacent main platform modules are detachably connected together through the connecting piece. The opposite ends of the longitudinal auxiliary platform are respectively supported on the bases of two adjacent transverse main platforms.

4. The suspended movable vibrating platform according to claim 3, characterized in that: The base includes two main beams, a plurality of distribution beams and a main platform bottom plate. The two main beams are arranged in parallel and at intervals, and the plurality of distribution beams are arranged at intervals along the length direction of the main beams. Each distribution beam is fixedly connected to the two main beams. The two guardrails are located between the two main beams and are respectively fixed at the opposite ends of the distribution beams. The main platform bottom plate is located between the two guardrails and is laid on the top surfaces of the plurality of distribution beams. The main beams of two adjacent main platform modules are detachably connected together by the connecting pieces. The free ends of the main beams at both ends of the transverse main platform are detachably mounted on one group of the embedded joints. The opposite ends of the longitudinal auxiliary platform are respectively supported on the top surfaces of the main beams of two adjacent transverse main platforms.

5. The suspended movable vibrating platform according to claim 4, characterized in that: Each of the embedded joints is provided with a supporting groove, and the free ends of the main beams at the opposite ends of each of the transverse main platforms are respectively supported in the supporting grooves of one group of the embedded joints.

6. The suspended movable vibrating platform according to claim 5, characterized in that: Each of the embedded joints includes an embedded plate, a plurality of angle steels, a support member and at least one stiffening plate. One ends of the plurality of angle steels are fixedly connected to one side of the embedded plate at intervals. One end of the support member is fixed to a side of the embedded plate facing away from the angle steel. The support groove is provided on the support member. The stiffening plate is fixedly connected to the bottom of the embedded plate and the embedded plate.

7. The suspended movable vibrating platform according to claim 4, characterized in that: The longitudinal auxiliary platform includes two longitudinal beams, a plurality of connecting beams and an auxiliary platform bottom plate. The two longitudinal beams are arranged in parallel and at intervals. The longitudinal beams are perpendicular to the main cross beams, and the opposite ends of the longitudinal beams are respectively supported on the top surfaces of the main cross beams of the two adjacent transverse main platforms; a plurality of connecting beams are spaced along the length direction of the longitudinal beams, and each connecting beam vertically connects the two longitudinal beams; the auxiliary platform bottom plate is laid between the two longitudinal beams and supported on the top surfaces of the plurality of connecting beams.

8. The suspended movable vibrating platform according to claim 7, characterized in that: Several of the connecting beams are located between the main cross beams of two adjacent transverse main platforms, several of the connecting beams are fixed to the bottom of the longitudinal beam, and the two connecting beams located at both ends of the longitudinal beam can respectively contact the main cross beams of the two adjacent transverse main platforms to limit the movement of the longitudinal auxiliary platform along the first horizontal direction.

9. The suspended movable vibrating platform according to claim 3, characterized in that: The suspended movable vibrating platform is also provided with a plurality of safety mother ropes corresponding to the plurality of longitudinal auxiliary platforms. The safety mother ropes are sequentially wound around and connected to the guardrails of the two adjacent transverse main platforms, and the two ends of the safety mother ropes are detachably connected together through shackles, so that the safety mother ropes are wrapped around the periphery of the corresponding longitudinal auxiliary platforms.

10. The method for using the suspended movable vibrating platform according to claim 1, characterized in that: The following steps are involved: S1, during the construction of the foundation cofferdam, several groups of embedded joints are embedded at vertical intervals; S2, hoist the transverse main platform and install it on one of the sets of embedded joints; S3, hoisting the longitudinal auxiliary platform, supporting the two ends of the longitudinal auxiliary platform on the two adjacent transverse main platforms respectively, and then installing the safety mother rope on the guardrails of the two adjacent transverse main platforms to complete the installation of the suspended movable vibrating platform; S4, when pouring the foundation, the construction workers move on the suspended movable vibrating platform and use a long vibrating rod to perform vibrating construction. After the foundation concrete surface reaches the bottom of the suspended movable vibrating platform, the suspended movable vibrating platform is dismantled and the dismantled suspended movable vibrating platform is erected on a set of embedded joints at a higher place according to steps S2-S3 for continued use.

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