CN220598490U - Assembled antidetonation cushion cap structure - Google Patents

Abstract

The utility model discloses an assembled anti-seismic bearing platform structure. The utility model relates to a cushion cap technical field adopts including cylinder, cushion cap, pile body, cushion cap top center department fixed mounting has the cylinder, cushion cap bottom fixed mounting has two pile bodies of symmetry, the cushion cap four sides all installs a plurality of fixture block through the bolt, rotate on a plurality of fixture block and be connected with first bull stick, all install the inserted pin on a plurality of first bull stick. According to the utility model, the clamping blocks are assembled and connected with the bearing platform through the bolts, the springs are extruded in the sleeves through the inserting posts, vibration borne by the side surfaces of the bearing platform is effectively buffered, the slots are arranged around the fixing plate, the upper connecting plate is driven by the lower connecting plate, the pressure springs are extruded on the lead screw through the sliding blocks, the overall vibration generated by the bearing platform after the inserting blocks are inserted is effectively buffered, and the stability of the use structure of the bearing platform is improved.

Description

Assembled antidetonation cushion cap structure

Technical Field

The utility model relates to the technical field of bearing platforms, in particular to an assembled anti-seismic bearing platform structure.

Background

The bearing platform is a reinforced concrete platform which is arranged at the top of the pile foundation and is used for connecting the pile with the column or the pier in order to bear and distribute the load transmitted by the pier body. The bearing platforms are divided into a high-pile bearing platform and a ground-pile bearing platform, and the high-pile bearing platform is generally used for ports, wharfs, ocean engineering and bridge engineering; pile caps are commonly used in industrial and residential housing constructions. In bridge highway construction, need carry out the cushion cap construction of large-tonnage, and the quality of cushion cap construction has directly decided the performance of bridge highway, and current cushion cap adopts through setting up a plurality of pile bodies in bottom to realize buffering mostly, but can not carry out effectual antidetonation support to the cushion cap in the side when receiving external vibrations.

Disclosure of Invention

Aiming at the defects of the prior art, the utility model provides an assembled anti-seismic bearing platform structure, which solves the problem that the bearing platform cannot be effectively supported in an anti-seismic way on the side surface when external vibration is applied at present.

In order to achieve the above purpose, the present utility model provides the following technical solutions:

the utility model provides an assembled antidetonation cushion cap structure, includes cylinder, cushion cap, pile body, cushion cap top center department fixed mounting has the cylinder, cushion cap bottom fixed mounting has two pile bodies of symmetry, the cushion cap four sides all installs a plurality of fixture block through the bolt, rotate on a plurality of fixture block and be connected all have first bull stick, all install the spliced pole on a plurality of first bull stick.

Preferably, the inserted column is connected with a sleeve through a spring, a fixed plate is installed at the bottom end of the sleeve, and a second conical inserted block is fixedly arranged at the bottom end of the fixed plate.

Preferably, slots are formed in the periphery of the fixing plate, screw rods are arranged on the plurality of slots, pressure springs are arranged at the upper ends of the plurality of screw rods, and sliding blocks are arranged on the plurality of screw rods in a sliding connection mode.

Preferably, two symmetrical clamping plates are arranged on one side of each of the plurality of sliding blocks, a second rotating shaft is connected between the two clamping plates, an upper connecting plate is arranged on the second rotating shaft, the upper connecting plate is connected with a lower connecting plate through a pin shaft, a reset spring is arranged at the bottom end of the lower connecting plate, and a first conical inserting block is arranged at the bottom end of the reset spring.

Compared with the prior art, the utility model has the following beneficial effects:

according to the assembled anti-seismic bearing platform structure provided by the utility model, the clamping blocks are assembled and connected with the bearing platform through the bolts, the springs are extruded in the sleeves through the inserted posts, vibration borne by the side surfaces of the bearing platform is effectively buffered, the slots are arranged around the fixed plate, the upper connecting plate is driven by the lower connecting plate, the pressure springs are extruded on the lead screw through the sliding blocks, the overall vibration generated by the bearing platform after the inserted blocks are inserted is effectively buffered, and the stability of the use structure of the bearing platform is improved.

Drawings

FIG. 1 is a schematic diagram of the overall structure of the present utility model.

Fig. 2 is an enlarged view of a of the present utility model.

Fig. 3 is an enlarged B view of the present utility model.

In the figure: 1. a column; 2. bearing platform; 3. a cushion layer; 4. a pile body; 5. a clamping block; 6. a first rotating lever; 7. inserting a column; 8. a sleeve; 9. a spring; 10. a fixing plate; 11. a pressure spring; 12. a screw rod; 13. an upper connecting plate; 14. a pin shaft; 15. a lower connecting plate; 16. a slot; 17. a sliding block; 18. a second rotating rod; 19. a clamping plate; 20. a return spring; 21. a first taper insert; 22. and the second taper type plug block.

Detailed Description

For the purpose of further illustrating the various embodiments, the present utility model provides the accompanying drawings, which are a part of the disclosure of the present utility model, and which are mainly used to illustrate the embodiments and, together with the description, serve to explain the principles of the embodiments, and with reference to these descriptions, one skilled in the art will recognize other possible implementations and advantages of the present utility model, wherein elements are not drawn to scale, and like reference numerals are generally used to designate like elements.

According to an embodiment of the utility model, an assembled earthquake-resistant bearing platform structure is provided.

Embodiment one:

as shown in figure 1 of the specification drawings, the assembled anti-seismic bearing platform structure comprises a column 1, a bearing platform 2 and pile bodies 4, wherein the column 1 is fixedly arranged at the center of the top end of the bearing platform 2, a cushion layer 3 is fixedly arranged at the bottom end of the bearing platform 2, two symmetrical pile bodies 4 are fixedly arranged at the bottom end of the cushion layer 3, a plurality of clamping blocks 5 are arranged on four sides of the bearing platform 2 through bolts, first rotating rods 6 are rotatably connected on the plurality of clamping blocks 5, and inserting columns 7 are arranged on the plurality of first rotating rods 6.

Embodiment two:

as shown in fig. 1, 2 and 3 of the attached drawings, in the assembled anti-seismic bearing platform structure, after the bearing platform 2 is built, the clamping blocks 5 are assembled and connected with the side surfaces of the bearing platform 2 through a plurality of bolts, then the inserting columns 7 drive the sleeves 8 to rotate around the first rotating rods 6, the inserting columns 7 squeeze the springs 9, the second conical inserting blocks 22 at the lower ends of the fixing plates 10 start to be inserted with soil, the plurality of second conical inserting blocks 22 are fully inserted into the soil to firmly support the side surfaces of the bearing platform 2, meanwhile, the plurality of first conical inserting blocks 21 are fully inserted into the soil, the lower connecting plates 15 drive the upper connecting plates 13, further drive the sliding blocks 17 to squeeze the pressure springs 11 on the lead screws 12, slide in the slots 16, vibration can be effectively buffered when the bearing platform 2 is subjected to comprehensive vibration, and the anti-seismic capacity of the bearing platform 2 is improved.

It is noted that relational terms such as first and second, and the like are used solely to distinguish one entity or action from another entity or action without necessarily requiring or implying any actual such relationship or order between such entities or actions. Moreover, the terms "comprises," "comprising," or any other variation thereof, are intended to cover a non-exclusive inclusion, such that a process, method, article, or apparatus that comprises a list of elements does not include only those elements but may include other elements not expressly listed or inherent to such process, method, article, or apparatus.

Finally, it should be noted that: the foregoing description is only a preferred embodiment of the present utility model, and the present utility model is not limited thereto, but it is to be understood that modifications and equivalents of some of the technical features described in the foregoing embodiments may be made by those skilled in the art, although the present utility model has been described in detail with reference to the foregoing embodiments. Any modification, equivalent replacement, improvement, etc. made within the spirit and principle of the present utility model should be included in the protection scope of the present utility model.

Claims (4)

1. An assembled antidetonation cushion cap structure, its characterized in that: including cylinder (1), cushion cap (2), pile body (4), cushion cap (2) top center department fixed mounting has cylinder (1), cushion cap (2) bottom fixed mounting has bed course (3), two pile bodies (4) of bed course (3) bottom fixed mounting symmetry, cushion cap (2) all install a plurality of fixture block (5) through the bolt in the four sides, rotate on a plurality of fixture block (5) and be connected with first bull stick (6), all install on a plurality of first bull stick (6) and insert post (7).

2. The fabricated earthquake-resistant platform structure of claim 1, wherein: the plug-in column (7) is connected with a sleeve (8) through a spring (9), a fixing plate (10) is installed at the bottom end of the sleeve (8), and a second conical plug-in block (22) is fixedly installed at the bottom end of the fixing plate (10).

3. The fabricated earthquake-resistant platform structure of claim 2, wherein: slots (16) are formed in the periphery of the fixing plate (10), screw rods (12) are arranged on the plurality of slots (16), pressure springs (11) are arranged at the upper ends of the plurality of screw rods (12), and sliding blocks (17) are connected to the plurality of screw rods (12) in a sliding mode.

4. A fabricated earthquake-resistant cap structure as set forth in claim 3, wherein: two symmetrical clamping plates (19) are arranged on one side of each of the plurality of sliding blocks (17), a second rotating shaft (18) is connected between the two clamping plates (19), an upper connecting plate (13) is arranged on the second rotating shaft (18), a lower connecting plate (15) is connected to the upper connecting plate (13) through a pin shaft (14), a reset spring (20) is arranged at the bottom end of the lower connecting plate (15), and a first conical inserting block (21) is arranged at the bottom end of the reset spring (20).