CN212428177U

CN212428177U - Steel pipe pile for reinforcing wall

Info

Publication number: CN212428177U
Application number: CN202020935396.XU
Authority: CN
Inventors: 赵林; 陈丽好; 王彪; 吴少波; 陈涛
Original assignee: Yunnan Nengtou Yike Engineering Design Co ltd
Current assignee: Yunnan Nengtou Yike Engineering Design Co ltd
Priority date: 2020-05-28
Filing date: 2020-05-28
Publication date: 2021-01-29
Anticipated expiration: 2030-05-28

Abstract

The utility model relates to a construction technical field just discloses a steel-pipe pile for wall body reinforcement, including the pile body, the bottom outside fixed mounting of pile body has lower mounting, the bottom fixed mounting of lower mounting has the spike, peg graft in the inside of lower mounting has the plug. This steel-pipe pile for wall body reinforcement, through montant fixed connection bottom end rail and side direction ground connection piece, its side direction ground connection piece is "L" style of calligraphy and can increase the stability of ground connection area in order to promote the side direction in the ground, simultaneously through base fixed connection bottom end rail and the holistic resistance to shear force of entablature pile foundation of entablature cooperation bridging, prevent that the shear force wall from collapsing fast when meetting vibrations, there is the embedded bar at the inside fixed mounting of shear force wall can improve the compactness between wall body and the wall body, its coupling assembling of coupling assembling includes the pivot at the positive movable mounting of pile body, it constitutes to change board and inserted bar, can peg graft with the prefabricated plate through the inserted bar and in order to strengthen the shock resistance of horizontal.

Description

Steel pipe pile for reinforcing wall

Technical Field

The utility model relates to a construction technical field specifically is a steel-pipe pile for wall body reinforcement.

Background

The steel pipe pile consists of steel pipe, tongue and groove and tongue pin, and the embedding of the pile is the first step in construction.

The steel pipe pile for reinforcing the wall body is provided to solve the problems because the compression load capacity and the shear shock resistance of a masonry structure are strong, so that the wall body is easy to collapse due to horizontal damage when influenced by factors such as earthquake and the like, and the pile foundation is of great importance to the protection of the wall body.

SUMMERY OF THE UTILITY MODEL

Technical problem to be solved

The not enough to prior art, the utility model provides a steel-pipe pile for wall body reinforcement possesses advantages such as antidetonation anti-shear reinforcement, has solved the wall body and has easily received the problem of fragility destruction.

(II) technical scheme

For the purpose that realizes above-mentioned antidetonation anti-shear reinforcement, the utility model provides a following technical scheme: a steel pipe pile for wall reinforcement comprises a pile body, wherein a lower fixing part is fixedly installed on the outer side of the bottom of the pile body, a supporting foot is fixedly installed on the bottom of the lower fixing part, a plug is inserted into the lower fixing part, a lower cross beam is fixedly connected to the top of the plug, a vertical rod is fixedly installed on the bottom of the lower cross beam, a lateral grounding part is fixedly installed on the bottom of the vertical rod, a base is fixedly installed on the top of the lower cross beam, a cross brace is fixedly installed inside the base, an upper fixing part is fixedly installed on the outer side of the top of the pile body, an anti-falling rod is inserted into the upper fixing part, an upper cross beam is fixedly connected to the bottom of the anti-falling rod, a connecting component is movably installed on the front side of the pile body, a loop bar is fixedly installed inside the pile body, a sleeve is sleeved outside the loop bar, and one end of the connecting rod, which is far away from the sleeve, is fixedly provided with a prefabricated plate.

Preferably, the connecting assembly comprises a rotating shaft, a rotating plate and an inserting rod, and a slot is formed in the precast plate and matched with the inserting rod.

Preferably, the number of the bases is four, and the tops of the two bases are fixedly connected with the bottom of the upper cross beam.

Preferably, the base and the cross braces are integrated, the cross braces are X-shaped, and the vertical rods and the lateral grounding pieces are integrated.

Preferably, the lateral grounding part is L-shaped, the weight increasing block is arranged inside the lateral grounding part, and the bottom of the supporting foot is trapezoidal.

Preferably, the loop bar, the sleeve and the connecting bar are integrated, and the anti-falling block is fixedly mounted at the top of the anti-falling bar.

(III) advantageous effects

Compared with the prior art, the utility model provides a steel-pipe pile for wall body reinforcement possesses following beneficial effect:

the steel pipe pile for reinforcing the wall body is fixedly connected with the lower cross beam and the lateral grounding piece through the vertical rod, the lateral grounding piece is L-shaped and can be inserted into the ground to increase the grounding area so as to improve the lateral stability, meanwhile, the lower cross beam and the upper cross beam are fixedly connected through the base and matched with the cross brace, so that the shearing resistance of the whole pile foundation can be increased, the shear wall is prevented from being rapidly collapsed when the shear wall is vibrated, the embedded steel bars are fixedly arranged in the shear wall, so that the tightness between the wall body and the wall body can be improved, the front surface of the pile body is movably provided with a connecting component, the connecting component comprises a rotating shaft, a rotating plate and an inserting rod, the inserting rod can be inserted into the precast slab to enhance the seismic capacity of the horizontal plane, meanwhile, the prefabricated plates can be adjusted in height through the connecting rods, so that the prefabricated plates can correspond to walls with different heights, and the lower cross beam and the upper cross beam can be used as buckling-restrained supports to reduce the seismic force borne by the original structure under the action of an earthquake.

Drawings

FIG. 1 is a schematic structural view of the present invention;

fig. 2 is a structural plan view of the pile body and the lateral grounding member of the present invention;

fig. 3 is a structural side view of the pile body, the connecting rod and the precast slab of the present invention.

In the figure: the prefabricated slab comprises a pile body 1, a lower fixing piece 2, a supporting foot 3, a plug 4, a lower cross beam 5, a vertical rod 6, a lateral grounding piece 7, a base 8, a cross brace 9, an upper fixing piece 10, an anti-dropping rod 11, an upper cross beam 12, a connecting assembly 13, a sleeve rod 14, a sleeve pipe 15, a connecting rod 16 and a prefabricated slab 17.

Detailed Description

The technical solutions in the embodiments of the present invention will be described clearly and completely with reference to the accompanying drawings in the embodiments of the present invention, and it is obvious that the described embodiments are only some embodiments of the present invention, not all embodiments. Based on the embodiments in the present invention, all other embodiments obtained by a person skilled in the art without creative work belong to the protection scope of the present invention.

Referring to fig. 1-3, a steel pipe pile for wall reinforcement comprises a pile body 1, a lower fixing member 2 is fixedly installed on the outer side of the bottom of the pile body 1, a supporting leg 3 is fixedly installed on the bottom of the lower fixing member 2, a plug 4 is inserted into the lower fixing member 2, a lower cross beam 5 is fixedly connected to the top of the plug 4, a vertical rod 6 is fixedly installed on the bottom of the lower cross beam 5, a lateral grounding member 7 is fixedly installed on the bottom of the vertical rod 6, the lateral grounding member 7 is shaped like an "L", a weight increasing block is arranged inside the lateral grounding member 7, the bottom of the supporting leg 3 is trapezoidal, a base 8 is fixedly installed on the top of the lower cross beam 5, a shear brace 9 is fixedly installed inside the base 8, the base 8 and the shear brace 9 are integrated, the fixing member 9 is shaped like an "X", the vertical rod 6 and the lateral grounding member 7 are integrated, an upper portion 10 is fixedly installed on the outer side of the top of, go up the inside of mounting 10 and peg graft and have anticreep pole 11, the bottom fixedly connected with entablature 12 of anticreep pole 11, the quantity of base 8 is four, and the bottom fixed connection of the top of two bases 8 and entablature 12, the front movable mounting of pile body 1 has coupling assembling 13, the inside fixed mounting of pile body 1 has loop bar 14, sleeve pipe 15 has been cup jointed to the outside of loop bar 14, sleeve pipe 15's outside fixed mounting has connecting rod 16, loop bar 14, sleeve pipe 15 and connecting rod 16 are a whole, and the top fixed mounting of anticreep pole 11 has the anticreep piece, the one end fixed mounting that sleeve pipe 15 was kept away from to connecting rod 16 has 17, coupling assembling 13 includes the pivot, commentaries on classics board and inserted bar are constituteed, and the prefabricated plate slot has been seted up to prefabricated plate.

In summary, the steel pipe pile for wall reinforcement is fixedly connected with the lower cross beam 5 and the lateral grounding piece 7 through the vertical rod 6, the lateral grounding piece 7 is L-shaped and can be inserted into the ground to increase the grounding area so as to improve the lateral stability, meanwhile, the lower cross beam 5 and the upper cross beam 12 are fixedly connected through the base 8 and matched with the cross braces 9, so that the integral shearing resistance of the pile foundation can be increased, the shear wall is prevented from being rapidly collapsed when the shear wall is vibrated, the embedded steel bars are fixedly arranged in the shear wall, so that the tightness between the wall body and the wall body can be improved, the front surface of the pile body 1 is movably provided with a connecting component 13, the connecting component 13 comprises a rotating shaft, a rotating plate and an inserting rod, the inserting rod can be inserted into a precast slab 17 to enhance the shock resistance of the horizontal plane, meanwhile, the prefabricated plates 17 can be adjusted in height through the connecting rods 16, so that the prefabricated plates can be used for walls with different heights, and the lower cross beam 5 and the upper cross beam 12 can be used as buckling-restrained supports to reduce the seismic force borne by the original structure under the action of an earthquake.

It is to be noted that 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. Without further limitation, an element defined by the phrase "comprising an … …" does not exclude the presence of other identical elements in a process, method, article, or apparatus that comprises the element.

Although embodiments of the present invention have been shown and described, it will be appreciated by those skilled in the art that changes, modifications, substitutions and alterations can be made in these embodiments without departing from the principles and spirit of the invention, the scope of which is defined in the appended claims and their equivalents.

Claims

1. The utility model provides a steel-pipe pile for wall body reinforcement, includes pile body (1), its characterized in that: the bottom outer side of the pile body (1) is fixedly provided with a lower fixing part (2), the bottom of the lower fixing part (2) is fixedly provided with a supporting foot (3), the inside of the lower fixing part (2) is spliced with a plug (4), the top of the plug (4) is fixedly connected with a lower cross beam (5), the bottom of the lower cross beam (5) is fixedly provided with a vertical rod (6), the bottom of the vertical rod (6) is fixedly provided with a lateral grounding part (7), the top of the lower cross beam (5) is fixedly provided with a base (8), the inside of the base (8) is fixedly provided with a cross brace (9), the top outer side of the pile body (1) is fixedly provided with an upper fixing part (10), the inside of the upper fixing part (10) is spliced with an anti-falling rod (11), the bottom of the anti-falling rod (11) is fixedly connected with an upper cross beam (12), and the front of the pile body (, the pile is characterized in that a sleeve rod (14) is fixedly mounted inside the pile body (1), a sleeve (15) is sleeved outside the sleeve rod (14), a connecting rod (16) is fixedly mounted outside the sleeve (15), and a prefabricated plate (17) is fixedly mounted at one end, far away from the sleeve (15), of the connecting rod (16).

2. The steel pipe pile for wall reinforcement according to claim 1, characterized in that: the connecting assembly (13) comprises a rotating shaft, a rotating plate and an inserting rod, and a slot is formed in the prefabricated plate (17) and is matched with the inserting rod.

3. The steel pipe pile for wall reinforcement according to claim 1, characterized in that: the number of the bases (8) is four, and the tops of the two bases (8) are fixedly connected with the bottom of the upper cross beam (12).

4. The steel pipe pile for wall reinforcement according to claim 1, characterized in that: the base (8) and the cross braces (9) are integrated, the cross braces (9) are X-shaped, and the vertical rods (6) and the lateral grounding pieces (7) are integrated.

5. The steel pipe pile for wall reinforcement according to claim 1, characterized in that: the lateral grounding piece (7) is L-shaped, the weight increasing block is arranged inside the lateral grounding piece (7), and the bottom of the supporting foot (3) is trapezoidal.

6. The steel pipe pile for wall reinforcement according to claim 1, characterized in that: the loop bar (14), the sleeve (15) and the connecting bar (16) are integrated, and the top of the anti-falling bar (11) is fixedly provided with an anti-falling block.