CN210395629U

CN210395629U - Side slope building structure

Info

Publication number: CN210395629U
Application number: CN201921149484.0U
Authority: CN
Inventors: 刘沛坚
Original assignee: Dongguan Jianan Pile Foundation Engineering Co ltd
Current assignee: Dongguan Jianan Pile Foundation Engineering Co ltd
Priority date: 2019-07-22
Filing date: 2019-07-22
Publication date: 2020-04-24
Anticipated expiration: 2029-07-22

Abstract

The utility model relates to a building engineering technical field discloses a side slope building structure, including the horizontal pile that is used for constructing the building frame and erecting the stake, two are close to the side slope top erect the stake and pour reinforced concrete's wall body, and two perpendicular stakes are provided with the guide wall to two perpendicular stakes middle slopes respectively to the uphill direction, and two guide walls handing-over form the corner, the wall body is improved level and is provided with a supporting beam that the corner department of one end and guide wall is connected. It guarantees the security of building through the peripheral hardware protection, and guarantees the stability of whole structure through the frame of building and the support cooperation of peripheral hardware protection, can keep out the invasion and attack of falling rocks or small-size torrential flood of hillside, has safety and stability's advantage.

Description

Side slope building structure

Technical Field

The utility model relates to a building engineering technical field, in particular to side slope building structure.

Background

The land area of about 2/3 country is mountain land, especially in the midwest region, mountain land is more and level land is less, therefore many buildings need to be built on the hillside, however because of the difference of foundation, the building on the hillside needs to be dug greatly and filled greatly before being built compared with the building on the level land, the building design and construction are carried out after the construction site is leveled into the step shape, and the problems of large digging and filling amount, high side slope retaining structure, uneconomic performance, large damage to natural environment and the like exist. In fact, the slopes of a plurality of mountainous regions are stone slopes, have high stability, and can be used for directly building low-rise buildings on the hillside.

Chinese patent with application publication No. CN109403455A and application date of 2018, 11 and 5 discloses a side slope building structure, which includes: an anchor rod; a beam-slab raft foundation; an upper building structure; the beam-slab raft foundation is obliquely arranged along the slope of the mountain, the anchor rod is anchored into the mountain, and the anchoring end is arranged on the beam-raft foundation; the superstructure structure comprises: the embedded layer is arranged along the horizontal direction and is connected with one end of the foundation at the highest slope, so that the upper building structure is divided into an upper layer part and a lower layer part; the lower part of the upper building structure is embedded into the beam-slab raft-shaped foundation on the slope. The invention can ensure the stability of the building structure through the mutual matching of the anchor rods, the beam-slab raft foundation and the upper building structure, but building a house on a side slope has certain dangerousness, such as falling rocks on a hillside or various rolling rocks, trunks and other sundries carried by torrential flood, if the building collides with the wall body of the building, the wall body is only formed by accumulated bricks and cannot bear the impact, so the danger is easy to occur, and a new technical scheme is provided for solving the problem.

SUMMERY OF THE UTILITY MODEL

The utility model aims at providing a side slope building structure, its security through the peripheral hardware protection assurance building, and the support cooperation through the frame of building and peripheral hardware protection ensures the stability of whole structure, can keep out the invasion and attack of the falling rocks of hillside or small-size torrential flood, has safety and stability's advantage.

The above technical purpose of the present invention can be achieved by the following technical solutions:

the utility model provides a side slope building structure, is including the horizontal pile and the perpendicular stake that are used for constructing the building frame, two be close to the side slope top the perpendicular stake is pour reinforced concrete's wall body, and two perpendicular stakes go up the slope direction and be provided with the guide wall to slope in the middle of two perpendicular stakes respectively, and two guide walls handing-over form the corner, the wall body is improved level and is provided with the supporting beam that one end is connected with the corner department of guide wall.

Adopt above-mentioned structure, the setting of guide wall, after debris such as falling rocks roll from the hillside and collide with the guide wall, because two guide walls handing-over become the wall angle, thereby can make debris such as falling rocks along the skew original direction of rolling of guide wall can not collide with the building, the effect of protection building has been played, and the wall body sets up to reinforced concrete, and be connected with the guide wall through a supporting beam, can be with some conduction to a supporting beam of striking that the guide wall received, and then along erecting the stake with power dispersion to ground, stable in structure and have safety protection's ability.

More preferably: and the wall body is obliquely provided with an auxiliary beam with one end connected with the guide wall in an integrated manner around the support beam.

Adopt above-mentioned structure, the both ends of each auxiliary girder respectively with wall body and guide wall body coupling, played the stable effect of support to the guide wall, when falling rocks etc. when the striking to the guide wall, the guide wall can be through a supporting beam and each auxiliary girder to the impact force uninstallation, is about to impact force dispersion to each part of structure to promote the stability of structure.

More preferably: and a cross beam integrally poured with the two vertical piles is arranged on the side wall of the wall body, back to the side of the support beam, in the horizontal plane where the support beam is located.

By adopting the structure, the connection part of the support beam, the auxiliary beam and the wall body is concentrated at one position, and the impact stress at the position is possibly overlarge, so that the point is reinforced, and the wall body is supported and reinforced by the crossbeam arranged at the point, so that the whole structure is more stable.

More preferably: two ends of the cross beam are respectively and integrally cast with two inclined beams, and the two inclined beams are respectively connected with the connecting parts of the transverse piles and the vertical piles to form a triangular structure.

By adopting the structure, one end of the oblique beam is connected with the cross beam, one end of the oblique beam is connected with the joint of the transverse pile and the vertical pile, the formed triangular support structure can play a good supporting effect on the cross beam, the impact on the overlarge wall body is prevented, and the stability is further enhanced.

More preferably: the guide wall is provided with two layers of partition walls which are arranged at intervals, and a plurality of steel trusses connected with the two partition walls are integrally arranged between the two partition walls.

Adopt above-mentioned structure, the double-deck design of guide wall is in order to play the effect of buffering to impact such as falling rocks on the one hand, and a plurality of steel trusses between the double-deck partition wall of on the other hand form netted the support between the partition wall, have very big promotion to the crashproof performance of guide wall.

More preferably: the partition walls are all made of reinforced concrete.

By adopting the structure, due to the existence of the steel bars, the partition wall can not collapse easily after being impacted externally, but can be sunken or inclined, so that the partition wall has a certain buffer effect on impact, namely the partition wall made of reinforced concrete has good anti-collision performance compared with a brick wall.

More preferably: the steel truss comprises a main support perpendicular to the two partition walls and a plurality of auxiliary supports, one ends of the auxiliary supports are connected with the main support, and the other ends of the auxiliary supports are integrally connected with the partition walls.

By adopting the structure, the main support and the auxiliary support form an integral connection at an angle to form a triangular support with the partition wall, so that the stability of the steel truss is enhanced, and the support between the partition walls is firm and stable.

More preferably: the angle formed by the main branch and the auxiliary branch is 30-60 degrees.

By adopting the structure, the angle formed by the main support and the auxiliary support is within the angle range, so that the auxiliary support has good supporting performance for the partition wall, and more steel trusses can be arranged in the limited partition wall area, and the anti-collision performance of the guide wall can be improved.

To sum up, the utility model discloses following beneficial effect has:

1. the arrangement of the guide walls ensures that after sundries such as falling rocks fall from a hillside and collide with the guide walls, the sundries such as falling rocks deviate from the original falling direction along the guide walls due to the fact that the two guide walls are connected into a wall corner, so that the sundries do not collide with a building, the effect of protecting the building is achieved, the wall body is made of reinforced concrete and is connected with the guide walls through the supporting beams, a part of the impact on the guide walls can be transmitted to the supporting beams and the auxiliary beams, and then the force is dispersed to the ground along the vertical piles, so that the structure is stable, and the safety protection capability is achieved;

2. the double-deck design of guide wall is in order to play the effect of buffering to impact such as falling rocks on the one hand, and a plurality of steel trusses between the double-deck partition wall of on the other hand form netted the support between the partition wall, have very big promotion to the crashproof performance of guide wall.

Drawings

FIG. 1 is a schematic view of the overall structure of the present embodiment;

FIG. 2 is a partial sectional view of the present embodiment;

fig. 3 is a schematic structural view of the guide wall of fig. 1.

In the figure, 1, a transverse pile; 2. erecting piles; 3. a wall body; 4. a guide wall; 5. a support beam; 6. a secondary beam; 7. a cross beam; 8. an oblique beam; 51. a partition wall; 52. a steel truss; 521. a main support; 522. and (4) subsidiary branch.

Detailed Description

The present invention will be described in further detail with reference to the accompanying drawings.

A slope building structure comprises transverse piles 1 and vertical piles 2 for building a building frame, wherein the vertical piles 2 are vertically driven into the ground to form a foundation, each transverse pile 1 is horizontally arranged between the two vertical piles 2, the transverse piles 1 and the vertical piles 2 form an integral frame of the building, a reinforcing steel frame is erected between the two vertical piles 2 close to the upper part of a slope, a wall body 3 made of concrete is poured on the basis of the reinforcing steel frame, guide walls 4 inclined towards the middle of the two vertical piles 2 are respectively poured on the two vertical piles 2 in the upward slope direction, the two guide walls 4 form corners, supporting beams 5 with one ends connected with the corners of the guide walls 4 are horizontally poured on the wall body 3, four auxiliary beams 6 are integrally poured at the joints of the supporting beams 5 and the wall body 3, the four auxiliary beams 6 are respectively positioned on the upper side and the lower side and the left side of the supporting beams 5, and the auxiliary beams 6 are inclined towards the direction deviating from the supporting beams 5, one end of the sub beam 6 is integrally connected to the guide wall 4.

As shown in fig. 1, a cross beam 7 is cast at a position where the supporting beam 5 (refer to fig. 2) is located on a side wall of the wall 3 opposite to the supporting beam 5, the cross beam 7 is horizontally arranged, two ends of the cross beam 7 are cast integrally with the two vertical piles 2, two ends of the cross beam 7 are cast integrally with two oblique beams 8, the other ends of the two oblique beams 8 are cast integrally with joints of the horizontal piles 1 and the vertical piles 2, and the oblique beams 8, the horizontal piles 1 and the vertical piles 2 form a triangular structure.

As shown in fig. 3, the guide wall 4 (see fig. 1) is provided with two layers of partition walls 51 spaced apart from each other, the partition walls 51 are formed by casting prefabricated reinforcing frames and concrete, and a plurality of steel trusses 52 connected to the partition walls 51 are integrally provided between the partition walls 51. The steel truss 52 comprises a main support 521 and four auxiliary supports 522, the main support 521 and the auxiliary supports 522 are also formed by pouring steel bars and concrete, the main support 521 is perpendicular to and integrally connected with the two partition walls 51, one end of each auxiliary support 522 is connected with the main support 521, the other end of each auxiliary support 522 is integrally connected with the partition wall 51 far away from the connecting end of the main support 521 and the auxiliary support 522, the angle formed by the main support 521 and the auxiliary support 522 is 30-60 degrees, and the angle formed by the main support 521 and the auxiliary support 522 is 35 degrees in the embodiment.

The implementation principle of the embodiment is as follows: when pouring the transverse piles 1 and the vertical piles 2 which form the building frame, pouring the wall 3 between the two vertical piles 2, the guide wall 4 which is integrally poured with the two vertical piles 2, the cross beam 7 and the oblique beam 8 at the same time, when concrete is solidified, the building structure is preliminarily finished, when sundries such as falling rocks fall from a hill slope and collide with the guide wall 4, the sundries such as the falling rocks deviate from the original falling direction and move along the inclined plane of the guide wall 4 due to the fact that the two guide walls 4 are intersected to form a wall corner, so that the sundries do not collide with the building, the effect of protecting the building is achieved, the wall 3 is made of reinforced concrete and is connected with the guide wall 4 through the support beams 5, a part of the impact on the guide wall 4 can be conducted to the support beams 5 and the auxiliary beams 6, force is further dispersed to the ground along the vertical piles 2, the structure is stable, the safety protection capability is achieved, and the double-layer partition wall 51 design of the guide wall 4, on one hand, the double-layer partition wall has a buffering effect on impact of falling rocks and the like, and on the other hand, the steel trusses 52 between the double-layer partition walls 51 form net-shaped supports between the partition walls 51, so that the anti-collision performance of the guide wall 4 is greatly improved.

The present embodiment is only for explaining the present invention, and it is not limited to the present invention, and those skilled in the art can make modifications to the present embodiment without inventive contribution as required after reading the present specification, but all the embodiments are protected by patent laws within the scope of the present invention.

Claims

1. A slope building structure comprising transverse piles (1) and vertical piles (2) for constructing a building frame, characterized in that: two vertical piles (2) close to the upper portion of the side slope are poured with a wall body (3) made of reinforced concrete, guide walls (4) inclined towards the middle of the two vertical piles (2) are respectively arranged in the upward slope direction of the two vertical piles (2), the two guide walls (4) are connected to form a wall corner, and a supporting beam (5) with one end connected with the wall corner of the guide walls (4) is horizontally arranged on the wall body (3).

2. A slope building structure according to claim 1, wherein: and the wall body (3) is obliquely provided with an auxiliary beam (6) with one end integrally connected with the guide wall (4) around the support beam (5).

3. A slope building structure according to claim 1, wherein: and a cross beam (7) integrally cast with the two vertical piles (2) is arranged on the side wall of the wall body (3) back to the side of the support beam (5) in the horizontal plane where the support beam (5) is located.

4. A slope building structure according to claim 3, wherein: two ends of the cross beam (7) are respectively and integrally cast with two oblique beams (8), and the two oblique beams (8) are respectively connected with the connecting parts of the transverse piles (1) and the vertical piles (2) to form a triangular structure.

5. A slope building structure according to claim 1, wherein: the guide wall (4) is provided with two layers of partition walls (51) arranged at intervals, and a plurality of steel trusses (52) connected with the two partition walls (51) are integrally arranged between the two partition walls (51).

6. A slope building structure according to claim 5, wherein: the partition walls (51) are all made of reinforced concrete.

7. A slope building structure according to claim 5, wherein: the steel truss (52) comprises a main support (521) perpendicular to the two partition walls (51) and a plurality of auxiliary supports (522) of which one ends are connected with the main support (521) and the other ends are integrally connected with the partition walls (51).

8. A slope building structure according to claim 7, wherein: the angle formed by the main branch (521) and the auxiliary branch (522) is 30-60 degrees.