CN214574036U - Mountain side slope building stable structure - Google Patents
Mountain side slope building stable structure Download PDFInfo
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- CN214574036U CN214574036U CN202120551380.3U CN202120551380U CN214574036U CN 214574036 U CN214574036 U CN 214574036U CN 202120551380 U CN202120551380 U CN 202120551380U CN 214574036 U CN214574036 U CN 214574036U
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Abstract
The utility model relates to a mountain slope building stable structure, which comprises an mountaineering building, wherein the mountaineering building comprises a bottom base layer, and mountaineering side walls are connected on the bottom base layer; the subbase layer is built on the ground, a mountain is arranged on the ground, and the subbase layer extends horizontally along the side wall of the mountain and corresponds to the horizontal direction of the side slope surface of the mountain; backfill is filled between the side slope surface and the outer wall surface of the Yishan side wall, and the backfill is attached to the outer wall surface of the Yishan side wall; the lower surface of the base layer is convexly provided with a plurality of anti-skidding lugs, the anti-skidding lugs are in a strip shape, extend along the length direction of the anti-skidding lugs and correspond to the horizontal extension direction of the mountain-climbing side wall, and all the anti-skidding lugs are parallel to each other and are arranged at intervals along the direction vertical to the mountain-climbing side wall; the mountain-climbing side wall is composed of an inner side foundation wall body and an outer side thickened wall body, and backfill is attached to the outer wall face of the outer side thickened wall body. The utility model discloses a more be suitable for the firm structure of building of mountain-based construction, can improve the efficiency of construction, shorten the cycle, also do benefit to simultaneously and guaranteed construction quality, effectively prevent that the massif from sliding.
Description
Technical Field
The utility model belongs to the technical field of fixed building, concretely relates to mountain slope building stable structure.
Background
In areas where the main terrain is mountain terrain, building design and construction also need to be made according to local conditions. Some buildings are directly built on slopes and slopes, such as CN 209243910U, CN 110924417A, CN 212052836U; and some buildings are built according to mountains, such as the technical scheme disclosed by CN 105696701A, CN 206360078U, CN 108914959A. At present, the process of building buildings according to mountains usually has the following disadvantages compared with flat buildings: 1. the side slope is easy to slide. The slope topography of construction place need level to become the step form, combines building design to carry out construction again, and side slope backfill and later stage building foundation are handled not in place, and it can be outstanding because upper portion sustained pressure to prop up fender side slope tangent plane later stage, and the phenomenon of sliding appears finally, influences building structure's stability. 2. Long period and high cost. For step-shaped terrains needing to be processed to 3-8 meters, in the traditional method, anti-slide piles and other structures are needed to be made to support and block the side slope, and after the side slope supporting and blocking structure and the step-shaped terrains are constructed, the building construction at the lower part of the step is carried out; the construction can not be alternated, the whole construction period is long, and the use cost of manpower and machinery is very high.
Disclosure of Invention
The above-mentioned not enough to prior art, the to-be-solved technical problem of the utility model is to provide a mountain region side slope building stable structure, avoid the not enough problem of building structure stability who builds according to the mountain, gain the stability that further improves the backer building, improve the effect of efficiency of construction.
In order to solve the technical problem, the utility model adopts the following technical scheme:
the mountain slope building stabilizing structure comprises an mountainous building, wherein the mountainous building comprises a horizontal subbase layer, and vertical mountainous side walls are connected to the subbase layer; the subbase layer is built on the ground, a raised mountain body is arranged on the ground, the mountain-like side wall extends horizontally, the extending direction of the mountain-like side wall corresponds to the horizontal trend of the slope surface of the mountain body, and the outer wall surface of the mountain-like side wall faces the slope surface of the mountain body; backfill soil is filled between the side slope surface and the outer wall surface of the Yishan side wall to form a backfill step, and one surface of the backfill step facing the Yishan building is formed into a step vertical surface and is attached to the outer wall surface of the Yishan side wall; the lower surface of the subbase layer is convexly provided with a plurality of anti-skid tenons embedded into the ground, the anti-skid tenons are in a long strip shape, the anti-skid tenons extend along the length direction of the anti-skid tenons, the extending direction of the anti-skid tenons corresponds to the horizontal extending direction of the mountaineering side wall, and all the anti-skid tenons are parallel to each other and arranged at intervals along the direction perpendicular to the mountaineering side wall; the mountain-climbing side wall is composed of an inner side basic wall body and an outer side thickened wall body which are overlapped together, and the step vertical face of the backfill step is attached to the outer wall face of the outer side thickened wall body.
According to the technical scheme, the vertical reinforcing ribs embedded into the backfill steps are arranged on the outer wall surface of the outer side thickening wall in a protruding mode, and all the vertical reinforcing ribs are arranged at intervals along the horizontal extending direction of the mountain-climbing side wall.
Furthermore, a plurality of vertical reinforcing hidden columns are embedded in the inner side foundation wall body, and all the reinforcing hidden columns are arranged at intervals along the horizontal extending direction of the mountain-climbing side wall.
Furthermore, a plurality of reinforcing upright columns are arranged on the inner side surface of the inner side foundation wall body in a protruding mode, and all the reinforcing upright columns are arranged at intervals along the horizontal extending direction of the mountain-climbing side wall.
Furthermore, the subbase layer is provided with an extension section extending out of the mountain-following side wall towards the mountain direction, and the extension section extends into the backfill step.
Furthermore, a plurality of vertical shear walls for forming compartments in the mountainous-mountainous building are connected to the subbase layer; all the vertical shear walls are parallel to each other and are opposite to and perpendicular to the mountain-following side wall, and one ends of all the vertical shear walls are connected with the inner side foundation wall of the mountain-following side wall and are arranged at intervals along the horizontal extension direction of the mountain-following side wall.
Compared with the prior art, the utility model discloses following beneficial effect has:
1. the utility model discloses a more be suitable for the building firm structure of building built according to the mountain, after the slope surface foundation treatment, according to the mountain building and the domatic and the backfill operation of building between can be under construction in step to improve the efficiency of construction, shorten construction cycle, reduce artifical and mechanical occupy in order to reach reduce cost's effect. Meanwhile, the construction quality is guaranteed, the friction force of the building foundation can be increased by adding the anti-skidding tenon below the subbase layer, and the building slippage is effectively prevented; through the thickening design of the mountain-following side wall, the retaining wall role is played, the construction of retaining wall and backfill can be alternately carried out, the construction period is shortened, and the mountain body can be effectively prevented from sliding.
2. The utility model discloses a mountain region side slope building stable structure strengthens the hidden column or strengthens the stand and can increase wall body bending stiffness, effectively prevents to suffer the destruction problem of backfilling soil pressure. The extension section extending into the backfill step can increase the weight of the soil body, reduce the pressure of the side wall of the mountain and increase the anti-skid resistance of the building. The vertical reinforcing ribs and the vertical shear walls can serve as fins of the mountain-climbing side wall, and the compressive strength of the mountain-climbing side wall is improved.
Drawings
FIG. 1 is a schematic structural diagram of a mountain slope building securing structure according to an embodiment;
FIG. 2 is a partial schematic view (solid) of the mountain slope building of the embodiment with a reinforcing embedded column;
FIG. 3 is a partial schematic view (solid) of the mountain slope building of the embodiment with a reinforcing column;
FIG. 4 is a partial schematic view of an extended section of a mountain slope building stabilization structure according to an embodiment;
FIG. 5 is a partial schematic view (solid) of the mountain slope building of the embodiment with vertical reinforcing ribs;
FIG. 6 is a partial schematic view (perspective) of a vertical shear wall constructed by the mountain slope building stabilizing structure of the embodiment;
the building comprises an mountaineering building 1, a subbase layer 2, anti-skidding tenons 21, extension sections 22, mountaineering side walls 3, an inner side foundation wall 31, reinforcing hidden columns 311, reinforcing upright columns 312, an outer side thickened wall 32, vertical reinforcing ribs 322, vertical shear walls 4, mountains 5, side slopes 51, backfilling steps 52 and step facades 53.
Detailed Description
The following describes the present invention in further detail with reference to the accompanying drawings.
Referring to fig. 1, the mountain slope building stabilizing structure of the embodiment includes an mountaineering building 1, where the mountaineering building 1 includes a horizontal sub-base 2, and a vertical mountaineering side wall 3 is connected to the sub-base 2; the subbase layer 2 is built on a horizontal ground, a raised mountain body 5 is arranged on the ground, the mountain-like side wall 3 extends horizontally, the extending direction of the mountain-like side wall corresponds to the horizontal direction (slope direction) of a slope surface 51 of the mountain body 5, and the outer wall surface of the mountain-like side wall 3 faces the slope surface 51 of the mountain body 5; backfill soil is filled between the side slope surface 51 and the outer wall surface of the mountain-based side wall 3 to form a backfill step 52, and one surface of the backfill step 52 facing the mountain-based building 1 is formed into a step vertical surface 53 and is attached to the outer wall surface of the mountain-based side wall 3;
the lower surface of the subbase layer 2 is convexly provided with a plurality of anti-skid tenons 21 embedded into the ground, the anti-skid tenons 21 are in a strip shape, the anti-skid tenons 21 extend along the length direction and the extending direction corresponds to the horizontal extending direction of the mountain-based side wall 3, and all the anti-skid tenons 21 are parallel to each other and are arranged at intervals along the direction vertical to the mountain-based side wall 3;
the mountain-climbing side wall 3 is composed of an inner side basic wall 31 and an outer side thickened wall 32 which are overlapped together, and a step vertical face 53 of the backfill step 52 is attached to the outer wall face of the outer side thickened wall 32. In practice, the inner foundation wall 31 and the outer thickened wall 32 are integrally cast.
The utility model discloses a more be suitable for the building firm structure of building built according to the mountain, after the slope 51 basis was handled, according to the backfill operation between mountain building 1 and slope 51 and the building can be under construction in step to improve the efficiency of construction, shorten construction cycle, reduce artifical and mechanical occupy in order to reach reduce cost's effect. Meanwhile, the construction quality is guaranteed, the friction force of the building foundation can be increased by adding the anti-skidding tenon 21 under the sub-base layer 2, and the building slippage is effectively prevented; through the thickening design of the mountain-following side wall 3, the retaining wall role is played, the construction of the retaining wall and backfilling can be carried out alternately, the construction period is shortened, and the mountain body 5 can be effectively prevented from sliding.
In practice, the ground may be a constructed foundation, and may be regarded as a single body with the mountain 5, which is not limited specifically.
Referring to fig. 2, a plurality of vertical reinforcing studs 311 are embedded in the inner side foundation wall 31, and all the reinforcing studs 311 are arranged at intervals along the horizontal extending direction of the mountain-climbing side wall 3. The reinforcing hidden column 311 may be formed of steel, steel cages, or the like, and is fixedly connected to the steel bars in the inner side foundation wall 31.
Therefore, the bending rigidity of the wall body can be increased, the appearance is attractive, and the use area in the building is not influenced.
Referring to fig. 3, if the condition does not allow the additional arrangement of the reinforcing hidden columns 311, a scheme of arranging a plurality of reinforcing columns 312 on the inner side surface of the inner side foundation wall 31 in a protruding manner may be selected, and all the reinforcing columns 312 are arranged at intervals along the horizontal extending direction of the mountain-climbing side wall 3. The reinforcing columns 312 still have a steel bar structure, and may be formed of section steel or a steel reinforcement cage fixedly connected to steel bars in the inner side foundation wall 31, and the reinforcing columns 312 are formed by limiting and pouring through a template. Therefore, the bending rigidity of the wall body can be increased, and the problem of damage caused by backfill soil pressure is effectively prevented.
Referring to fig. 4, the sub-base layer 2 has an extension section 22 extending out of the top wall 3 toward the mountain 5, and the extension section 22 extends into the backfill step 52. Particularly, the device can extend into one to two meters.
Therefore, the weight of the soil body can be increased, the pressure of the mountain-climbing side wall 3 can be reduced, and the anti-sliding resistance of the building can be increased.
Referring to fig. 5, a plurality of vertical reinforcing ribs 322 embedded in the step vertical surface 53 of the backfill step 52 are protruded from the outer wall surface of the outer thickened wall 32, and all the vertical reinforcing ribs 322 are arranged at intervals along the horizontal extending direction of the mountaineering side wall 3. The vertical reinforcing rib 322 still has a steel bar structure, and can be a section steel or a steel reinforcement cage fixedly connected with steel bars in the outer thickened wall 32, and the vertical reinforcing rib 322 is formed by limiting through a template and pouring the shape.
Referring to fig. 6, when the compartments in the mountain-based building 1 are constructed, a plurality of vertical shear walls 4 for forming the compartments in the mountain-based building 1 are constructed on the sub-base 2; all the vertical shear walls 4 are parallel to each other, are opposite to each other and are perpendicular to the mountain-climbing side wall 3, and one end of each vertical shear wall 4 is connected with the inner side base wall 31 of the mountain-climbing side wall 3 and is arranged at intervals along the horizontal extending direction of the mountain-climbing side wall 3.
Thus, the vertical reinforcing ribs 322 and the vertical shear wall 4 can both serve as fins of the mountain-climbing side wall 3, and the compressive strength of the mountain-climbing side wall 3 is increased.
Finally, although the present invention has been described in detail with reference to the preferred embodiments, it should be understood by those skilled in the art that the present invention can be modified or replaced by other means without departing from the spirit and scope of the present invention, which should be construed as limited only by the appended claims.
Claims (6)
1. The mountain slope building stabilizing structure comprises an mountainous building, wherein the mountainous building comprises a horizontal subbase layer, and vertical mountainous side walls are connected to the subbase layer; the subbase layer is built on the ground, a raised mountain body is arranged on the ground, the mountain-like side wall extends horizontally, the extending direction of the mountain-like side wall corresponds to the horizontal trend of the slope surface of the mountain body, and the outer wall surface of the mountain-like side wall faces the slope surface of the mountain body; the method is characterized in that: backfill soil is filled between the side slope surface and the outer wall surface of the Yishan side wall to form a backfill step, and one surface of the backfill step facing the Yishan building is formed into a step vertical surface and is attached to the outer wall surface of the Yishan side wall;
the lower surface of the subbase layer is convexly provided with a plurality of anti-skid tenons embedded into the ground, the anti-skid tenons are in a long strip shape, the anti-skid tenons extend along the length direction of the anti-skid tenons, the extending direction of the anti-skid tenons corresponds to the horizontal extending direction of the mountaineering side wall, and all the anti-skid tenons are parallel to each other and arranged at intervals along the direction perpendicular to the mountaineering side wall;
the mountain-climbing side wall is composed of an inner side basic wall body and an outer side thickened wall body which are overlapped together, and the step vertical face of the backfill step is attached to the outer wall face of the outer side thickened wall body.
2. The mountain slope building stabilizing structure according to claim 1, wherein: and a plurality of vertical reinforcing ribs embedded into the backfill steps are convexly arranged on the outer wall surface of the outer side thickening wall body, and all the vertical reinforcing ribs are arranged at intervals along the horizontal extending direction of the mountain-climbing side wall.
3. The mountain slope building stabilizing structure according to claim 1, wherein: a plurality of vertical reinforced embedded columns are embedded in the inner side foundation wall body, and all the reinforced embedded columns are arranged at intervals along the horizontal extending direction of the mountain-climbing side wall.
4. The mountain slope building stabilizing structure according to claim 1, wherein: the inner side face of the inner side foundation wall body is provided with a plurality of reinforcing upright columns in a protruding mode, and all the reinforcing upright columns are arranged at intervals in the horizontal extending direction of the mountain-climbing side wall.
5. The mountain slope building stabilizing structure according to claim 1, wherein: the subbase layer is provided with an extension section extending out of the mountain-following side wall towards the mountain direction, and the extension section extends into the backfill step.
6. The mountain slope building stabilizing structure according to claim 1, wherein: the subbase is also connected with a plurality of vertical shear walls for forming compartments in the mountainous-based building; all the vertical shear walls are parallel to each other and are opposite to and perpendicular to the mountain-following side wall, and one ends of all the vertical shear walls are connected with the inner side foundation wall of the mountain-following side wall and are arranged at intervals along the horizontal extension direction of the mountain-following side wall.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202120551380.3U CN214574036U (en) | 2021-03-17 | 2021-03-17 | Mountain side slope building stable structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202120551380.3U CN214574036U (en) | 2021-03-17 | 2021-03-17 | Mountain side slope building stable structure |
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| Publication Number | Publication Date |
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| CN214574036U true CN214574036U (en) | 2021-11-02 |
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| Application Number | Title | Priority Date | Filing Date |
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| CN202120551380.3U Active CN214574036U (en) | 2021-03-17 | 2021-03-17 | Mountain side slope building stable structure |
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| CN (1) | CN214574036U (en) |
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2021
- 2021-03-17 CN CN202120551380.3U patent/CN214574036U/en active Active
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