Bent cap supporting structure

Abstract

The utility model belongs to the technical field of capping beams, and particularly relates to a capping beam supporting structure which comprises a pier capping beam and further comprises a beam drainage groove formed in the top end of the interior of the pier capping beam in a penetrating mode, capping beam rubber supports are fixedly installed on the two sides of the beam drainage groove, and a buffer top layer is fixedly installed at the bottom of the pier capping beam. The bridge pier rubber supports are fixedly mounted at the bottoms of the buffer top layers, the buffer bottom layers are fixedly mounted at the bottoms of the bridge pier rubber supports, the road surface is flatly laid through the bridge pier cover beams, then the road surface is buffered and supported through the cover beam rubber supports, and then the road surface is drained through the beam drainage grooves. According to the technical scheme, drainage can be carried out when the wheel face of the capping beam is laid, the capping beam is stably used in rainstorm days, and therefore the using safety of the capping beam in rainy days is improved, the pier capping beam is buffered and supported through the pier rubber support and the buffer top layer, and the capping beam can be buffered and supported.

Description

TECHNICAL FIELD

[0001] The utility model belongs to the technical field of bent cap, especially relates to a bent cap supporting structure. BACKGROUND

[0002] Bent cap refers to the horizontal beam arranged on the top of bent pile for supporting, distributing and transferring the load of upper structure, also called cap beam, the horizontal beam of reinforced concrete or small reinforced concrete arranged on the pier or bent pile, mainly functions as supporting the upper structure of bridge and transferring all loads to the lower structure, and the bent pile is directly connected with the bent cap, or the bent pile is connected with a stand column and then connected with the bent cap.

[0003] For example, the Chinese patent with the authorization announcement number CN219930719U discloses a bent cap supporting structure in the field of engineering bent cap, which comprises a pier seat, two pile piers fixedly connected to the pier seat and a bent cap arranged on the top of the pile piers, the two pile piers are located on the two sides of the bent cap, the two sides of the top of the pile piers are provided with insertion grooves, the four corners of the bottom of the bent cap are fixedly connected with insertion columns matched with the insertion grooves, the inside of the insertion column is provided with a positioning hole, a recess is arranged between the two insertion grooves in the inside of the pile pier, a bidirectional screw rod is rotatably installed in the recess, a driving piece is arranged in the middle of the bidirectional screw rod, two symmetrical connecting blocks are threadedly connected to the bidirectional screw rod, and a positioning column is fixedly connected to one side of the connecting block.

[0004] The patent has the following problems:

[0005] The prior art document is inconvenient for the bent cap to drain water in use, and the bent cap may cause water accumulation when used in rainy days, thereby reducing the safety of the bent cap in use in rainy days, and the prior art document is inconvenient for the bent cap to be stably buffered and supported in use, and the user on the top of the equipment may shake when performing construction, thereby reducing the stability of the bent cap support. UTILITY MODEL CONTENTS

[0006] The utility model aims at the above-mentioned technical problems, provides a bent cap supporting structure, achieves the effect of improving the safety of the bent cap in use in rainy days, and achieves the effect of bent cap support stability.

[0007] Therefore, the utility model provides a bent cap supporting structure, which comprises a pier bent cap and further comprises: a beam drainage groove penetratingly arranged at the top of the inside of the pier bent cap, bent cap rubber supports fixedly installed on the two sides of the beam drainage groove, a buffer top layer fixedly installed at the bottom of the pier bent cap, pier rubber supports fixedly installed at the bottom of the buffer top layer, and a buffer bottom layer fixedly installed at the bottom of the pier rubber support.

[0008] Based on the above structure, the road surface is paved by the pier cap beam, then the road surface is buffered and supported by the cap beam rubber support, and then the road surface is drained by the beam drainage groove, so that the cap beam can be drained during paving, thereby improving the safety of the cap beam in rainy days, and then the pier cap beam is buffered and supported by the pier rubber support and the buffer top layer, so that the cap beam can be buffered and supported, thereby improving the stability of the cap beam support.

[0009] Preferably, the upper column is made of concrete material.

[0010] Preferably, the bottom of the upper column is provided with an upper column mounting layer, and the bottom of the upper column mounting layer is fixedly provided with a lower column mounting layer.

[0011] Preferably, the lower column mounting layer is provided with a lower column, and the bottom of the lower column is provided with a lower column support layer.

[0012] Preferably, the two ends of the lower column support layer are fixedly provided with a connecting plate, the two ends of the connecting plate are fixedly provided with a reflector, and the bottom of the lower column support layer is fixedly provided with a pile cap.

[0013] Preferably, the pile cap is made of concrete material, and the bottom of the pile cap is fixedly provided with a foundation layer.

[0014] Preferably, the foundation layer is made of concrete material, and the inside of the foundation layer is provided with a ground pile.

[0015] The beneficial effects of the utility model are:

[0016] 1. The cap beam support structure, through the pier cap beam, the road surface is paved, then the road surface is buffered and supported by the cap beam rubber support, and then the road surface is drained by the beam drainage groove, so that the cap beam can be drained during paving, thereby improving the safety of the cap beam in rainy days.

[0017] 2. The cap beam support structure, through the pier rubber support and the buffer top layer, the pier cap beam is buffered and supported, so that the cap beam can be buffered and supported, and the road surface will not shake during use, thereby improving the stability of the cap beam support. BRIEF DESCRIPTION OF DRAWINGS

[0018] Figure 1 It is the overall perspective view of the utility model;

[0019] Figure 2 It is the overall structure schematic view in the utility model;

[0020] Figure 3The utility model discloses a bridge pier bent cap local perspective view;

[0021] Figure 4 The utility model discloses a buffer top layer local perspective view;

[0022] Figure 5 The utility model discloses a lower column installation layer local perspective view;

[0023] Figure 6 The utility model discloses a foundation layer local perspective view.

[0024] The figure mark shows that:

[0025] 1, bridge pier bent cap;101, beam drainage groove;102, bent cap rubber support;2, buffer top layer;201, bridge pier rubber support;202, buffer bottom layer;3, upper stand column;301, upper column installation layer;4, lower column installation layer;401, lower stand column;402, lower column support layer;5, connecting plate;501, reflector plate;6, bearing platform;7, foundation layer;701, ground pile. DETAILED DESCRIPTION

[0026] The technical scheme in the embodiments of the utility model will be apparently and completely described below with the drawings in the embodiments of the utility model, and apparently, the described embodiments are only part of the embodiments of the utility model, not all the embodiments. Based on the embodiments in the utility model, all other embodiments obtained by the ordinary skilled in the art without creative work belong to the range of the utility model protection.

[0027] The application discloses a bent cap support structure, please refer to Figures 1-6 , including bridge pier bent cap 1, still include: the top of bridge pier bent cap 1 inside all is set up and penetrates beam drainage groove 101, the both sides of beam drainage groove 101 all are fixedly installed with bent cap rubber support 102, the bottom of bridge pier bent cap 1 is fixedly installed with buffer top layer 2, the bottom of buffer top layer 2 all are fixedly installed with bridge pier rubber support 201, the bottom of bridge pier rubber support 201 is fixedly installed with buffer bottom layer 202.

[0028] Based on the above structure, the bridge pier bent cap 1 is used to pave the road surface, then the bent cap rubber support 102 is used to buffer and support the road surface, and then the beam drainage groove 101 is used to drain the road surface, so that the wheel surface of the bent cap can be drained during paving, the bent cap can be stably used in rainy days, and the safety of the bent cap in rainy days is improved. Then, the bridge pier rubber support 201 and the buffer top layer 2 are used to buffer and support the bridge pier bent cap 1, so that the bent cap can be buffered and supported, and the road surface will not shake during use, so that the stability of the bent cap support is improved.

[0029] In one of the embodiments, the upper columns 3 are installed through the buffer bottom layer 202.

[0030] Specifically, the upper columns 3 are installed through the buffer bottom layer 202.

[0031] In the embodiment, the upper columns 3 can be used to stably support the bent cap, and the upper columns 3 made of concrete can be used to support the equipment, thereby improving the stability of the bent cap.

[0032] In one of the embodiments, the bottom of the upper column 3 is installed through the upper column installation layer 301, and the bottom of the upper column installation layer 301 is fixedly installed with the lower column installation layer 4.

[0033] Specifically, the bottom of the upper column installation layer 301 is fixedly installed with the lower column installation layer 4.

[0034] In the embodiment, the upper column installation layer 301 can be used to stably install the upper columns 3, thereby improving the stability of the upper columns 3.

[0035] In one of the embodiments, the lower column installation layer 4 is installed through the lower column 401, and the bottom of the lower column 401 is installed through the lower column support layer 402.

[0036] Specifically, the bottom of the lower column 401 is installed through the lower column support layer 402.

[0037] In the embodiment, the lower column 401 can be used to stably support the bent cap at the bottom, thereby improving the stability of the bent cap.

[0038] In one of the embodiments, the lower column support layer 402 is fixedly installed with the connecting plate 5 at both ends, the connecting plate 5 is fixedly installed with the reflecting plate 501 at both ends, and the bottom of the lower column support layer 402 is fixedly installed with the bearing platform 6.

[0039] Specifically, the connecting plate 5 is fixedly installed with the reflecting plate 501 at both ends.

[0040] In the embodiment, the reflecting plate 501 can be used to reflect light at night, thereby improving the safety of the bent cap equipment.

[0041] In one of the embodiments, the bearing platform 6 is made of concrete, and the bottom of the bearing platform 6 is fixedly installed with the foundation layer 7.

[0042] Specifically, the bottom of the bearing platform 6 is fixedly installed with the foundation layer 7.

[0043] In the embodiment, the bearing platform 6 can be used to support the bent cap.

[0044] In one of the embodiments, the foundation layer 7 is made of concrete material, and the ground pile 701 is installed in the foundation layer 7.

[0045] Specifically, the ground pile 701 is installed in the foundation layer 7.

[0046] In the embodiment, the ground pile 701 is used to stably insert the bent cap into the ground, thereby improving the stability of the bent cap support.

[0047] In use, the bent cap support structure of the embodiment is used as follows: the bent cap 1 is laid on the road surface, the bent cap rubber support 102 is used to buffer support the road surface, the bent cap drainage groove 101 is used to drain the road surface, the bent cap rubber support 201 and the buffer top layer 2 are used to buffer support the bent cap 1, the plurality of upper columns 3 are used to stably support the bent cap, the upper column installation layer 301 is used to stably install the plurality of upper columns 3, the lower column 401 is used to stably support the bottom of the bent cap, the reflector plate 501 is used to reflect light at night, the bearing platform 6 is used to support the bent cap, and the ground pile 701 is used to stably insert the bent cap into the ground.

[0048] The basic principle, main features and advantages of the utility model are shown and described above. It should be understood by those skilled in the art that the utility model is not limited by the above embodiments, and the above embodiments and the description in the specification are only preferred examples of the utility model and are not intended to limit the utility model. Without departing from the spirit and scope of the utility model, the utility model can also have various changes and improvements, and these changes and improvements all fall within the scope of the utility model. The scope of protection of the utility model is defined by the appended claims and their equivalents.

Claims

1. A bridge pier cap beam support structure, comprising a bridge pier cap beam (1), characterized in that, Also includes: The top of the pier cap beam (1) is provided with a beam drainage channel (101), and the two sides of the beam drainage channel (101) are fixedly installed with cap beam rubber bearings (102). The bottom of the pier cap beam (1) is fixedly installed with a buffer top layer (2), and the bottom of the buffer top layer (2) is fixedly installed with a pier rubber bearing (201). The bottom of the pier rubber bearing (201) is fixedly installed with a buffer bottom layer (202).

2. The cap beam support structure according to claim 1, characterized in that: The buffer bottom layer (202) is equipped with an upper column (3) that runs through it. The upper columns (3) are all made of concrete.

3. The cap beam support structure according to claim 2, characterized in that: The bottom of the upper column (3) is provided with an upper column mounting layer (301), and the bottom of the upper column mounting layer (301) is fixedly provided with a lower column mounting layer (4).

4. The cap beam support structure according to claim 3, characterized in that: The lower column mounting layer (4) is internally installed with a lower column (401), and the bottom of the lower column (401) is internally installed with a lower column support layer (402).

5. A cap beam support structure according to claim 4, characterized in that: Both ends of the lower column support layer (402) are fixedly installed with connecting plates (5), both ends of the connecting plates (5) are fixedly installed with reflectors (501), and the bottom of the lower column support layer (402) is fixedly installed with a support platform (6).

6. A cap beam support structure according to claim 5, characterized in that: The foundation (6) is made of concrete, and the bottom of the foundation (6) is fixedly installed with a base layer (7).

7. A cap beam support structure according to claim 6, characterized in that: The base course (7) is made of concrete, and the interior of the base course (7) is permeated with piles (701).

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