CN210712900U - Soft soil auxiliary bearing platform structure - Google Patents

Abstract

The utility model relates to an auxiliary bearing platform structure field provides a weak soil auxiliary bearing platform structure to the problem that the cushion cap can not rapid Assembly, and this technical scheme is as follows: the bearing platform comprises a slope surface and a slope bottom surface, wherein a plurality of bearing platform units are arranged on the slope bottom surface, the bearing platform units are of a rectangular plate-shaped structure, the bearing platform units are arranged in the vertical direction to form a bearing platform group, the bearing platform groups are arranged in the horizontal direction to form a central bearing platform, the bearing platform units are fixedly connected with mounting blocks, the mounting blocks are provided with pouring holes which extend in the vertical direction and penetrate through the bearing platform units, the bearing platform units are provided with mounting holes for splicing the mounting blocks of the adjacent bearing platform units, the mounting holes penetrate through the bearing platform units, the pouring holes are communicated with the mounting holes, and the bearing platform structure further comprises a connecting component for connecting the bearing platform units adjacent in the horizontal direction; the mounting blocks are inserted into the mounting holes of the adjacent bearing platform units in an inserted mode, the pouring holes are communicated with the mounting holes, the bearing platform units in the horizontal direction are connected through the connecting pieces, and the central bearing platform is quickly assembled.

Description

Soft soil auxiliary bearing platform structure

Technical Field

The utility model belongs to the technical field of supplementary cushion cap technique and specifically relates to a cushion cap structure is assisted to weak soil is related to.

Background

Soft soil is soil mainly composed of sludge sediment with large natural water content, high compressibility and low bearing capacity and a small amount of humus, and if the construction is carried out on the soft soil, a bearing platform is poured on the soft soil for construction.

However, in most of the existing cast-in-place work, a formwork needs to be laid on soft soil, after the formwork is built, a steel reinforcement framework is built on the formwork, concrete is poured into the formwork, and after the concrete is poured, the concrete needs to be tamped to discharge air holes.

SUMMERY OF THE UTILITY MODEL

Not enough to prior art exists, the utility model aims to provide a cushion cap structure is assisted to weak soil has the advantage that improves the efficiency of construction.

In order to achieve the above purpose, the utility model provides a following technical scheme:

the utility model provides a cushion cap structure is assisted to weak soil, includes domatic and the slope bottom, be equipped with a plurality of cushion cap units on the slope bottom, the cushion cap unit is rectangle platelike structure, and is a plurality of cushion cap unit is arranged along vertical direction and is constituteed cushion cap group, cushion cap group has a plurality of groups, and is a plurality of cushion cap group is arranged along the horizontal direction and is constituteed central cushion cap, cushion cap unit bottom fixedly connected with installation piece, it has the hole of pouring that extends and run through the cushion cap unit along vertical direction to open on the installation piece, the mounting hole that supplies the installation piece of adjacent cushion cap unit to peg graft is seted up to cushion cap unit top surface, pour the hole and feed through in the mounting hole, the cushion cap structure is still including connecting the coupling assembling of the adjacent cushion cap unit along the horizontal direction.

By adopting the technical scheme, the top surface of the bearing platform unit is provided with the mounting hole, the mounting block is provided with the pouring hole which extends along the vertical direction and penetrates through the bearing platform unit, cement paste is injected into the mounting hole to enable the cement paste to flow from the mounting hole to the pouring hole along the vertical direction and then flow into the mounting hole of the adjacent bearing platform unit through the pouring hole, the mutual connection of all bearing platform units in the bearing platform group can be completed through pouring the cement paste, the mounting block on the bearing platform unit can be inserted into the mounting hole of the adjacent bearing platform unit to realize primary fixation, when the cement paste is not poured and the cement paste is not finally set, the bearing platform group is kept stable, the bearing platform unit is not easy to deviate, meanwhile, the bearing platform structure also comprises the connecting component which is connected with the adjacent bearing platform unit along the horizontal direction, the connecting component is connected with the bearing platform unit along the horizontal direction, when the cement paste is not poured and the cement paste is not, the stability of the central bearing platform is kept, the condition that cement paste needs to be tamped during cast-in-place operation is reduced, the central bearing platform is quickly assembled, and the construction efficiency is improved.

The utility model discloses further set up to: and reinforcing steel bar holes are formed in the bearing platform unit along the parallel direction of the top surface of the bearing platform unit, and reinforcing steel bars are detachably connected in the reinforcing steel bar holes.

Through adopting above-mentioned technical scheme, through placing the reinforcing bar in the reinforcing bar hole and toward the downthehole grout that injects of reinforcing bar, utilize the stretching resistance of reinforcing bar self for reinforcing bar and cushion cap unit fixed connection are comparatively stable, reduce the work load of buildding the reinforcing bar.

The utility model discloses further set up to: the bearing platform unit comprises a top plate and a bottom plate, and the top plate and the bottom plate are parallel and tightly abutted to each other.

Through adopting above-mentioned technical scheme, include top plate and bottom plate through the cushion cap unit, and the top plate is parallel and support tightly each other with the bottom plate, can directly put into the reinforcing bar after top plate and bottom plate are separately, reduces the downthehole inconvenient condition of reinforcing bar insertion reinforcing bar, supports tightly each other through top plate and bottom plate and can accomplish the reinforcing bar installation.

The utility model discloses further set up to: coupling assembling includes the fixed block on cushion cap unit top surface, the transversal isosceles triangle of personally submitting of fixed block, coupling assembling still includes the triangle steel strip of cover simultaneously outside the adjacent fixed block on adjacent cushion cap unit.

Through adopting above-mentioned technical scheme, including setting up the fixed block on cushion cap unit top surface through coupling assembling, the adjacent fixed block of triangle-shaped steel strip simultaneous cover on adjacent cushion cap unit is outer in order to restrict along the adjacent cushion cap unit of horizontal direction separation along the horizontal direction, make cushion cap unit and the adjacent cushion cap unit connection stability of horizontal direction stronger, when making not pouring grout or grout not final set, the adjacent cushion cap unit connection of horizontal direction is comparatively stable difficult for the dislocation, and then make adjacent cushion cap group connect comparatively stable, and then make things convenient for the rapid Assembly of cushion cap.

The utility model discloses further set up to: the bearing table set is characterized in that a threaded rod extending towards the top of the bearing table set is in threaded connection with the bottom of the bearing table set, the threaded rod penetrates through the bearing table set in the vertical direction, and a supporting plate which is abutted to the upper surface of the top plate is detachably connected to the top of the threaded rod.

Through adopting above-mentioned technical scheme, run through the cushion cap group through the threaded rod to cooperation is supported board centre gripping cushion cap group, makes the cushion cap group comparatively stable, the rapid Assembly cushion cap unit of being convenient for.

The utility model discloses further set up to: the fixed block is provided with a filling hole, the filling hole is communicated with at least one reinforcing steel bar hole, the adjacent reinforcing steel bar holes are communicated, and the reinforcing steel bar holes extend along the horizontal direction and form a net-shaped structure.

Through adopting above-mentioned technical scheme, through pouring hole and at least one reinforcing bar hole intercommunication, make grout pass the pouring hole inflow reinforcing bar on the fixed block downthehole, in order to guarantee that grout gets into the reinforcing bar hole, and then guaranteed the stability of being connected of reinforcing bar and cushion cap unit, and then increased the stability of top plate and bottom plate, extend and form network structure along the horizontal direction through adjacent reinforcing bar hole intercommunication and reinforcing bar hole, put into at the reinforcing bar downthehole, utilize the stretching resistance of reinforcing bar, make the cushion cap unit comparatively stable.

The utility model discloses further set up to: the utility model discloses a bearing platform, including the bearing platform unit, the limiting plate of the rectangle form that central cushion cap both sides sliding connection has along the bearing platform unit direction of height extension, the limiting plate is close to the side of bearing platform unit and sets up the spout of the dovetail that extends along vertical direction, the spout runs through in the both ends of limiting plate, the slider of fixedly connected with dovetail on the lateral wall of central cushion cap, slider sliding connection is in the spout.

Through adopting above-mentioned technical scheme, make central cushion cap both ends parallel and level through the limiting plate for the difficult dislocation that produces of cushion cap unit has improved the structural stability of central cushion cap, and the side that is close to the cushion cap unit through the limiting plate is opened has along the spout of vertical direction along extending, through slider sliding connection on the lateral wall of central cushion cap in the spout, supports tightly difficult the breaking away from with central cushion cap in order to guarantee the limiting plate, and then guarantees spacing effect.

The utility model discloses further set up to: the side edge of the limiting plate, which is far away from the central bearing platform, is provided with a plurality of uniformly distributed connecting grooves, and the connecting grooves extend along the length direction of the bearing platform unit.

Through adopting above-mentioned technical scheme, when pouring grout toward domatic, keep away from the side of cushion cap unit through the limiting plate and set up a plurality of evenly distributed's spread groove, in grout gets into the spread groove for increased the area of contact of grout and limiting plate, and then make the limiting plate comparatively firm at the bottom of the slope.

The utility model discloses further set up to: the other side surfaces of the limiting plate except the side surface which is connected with the bearing platform unit in a sliding mode are rough surfaces.

Through adopting above-mentioned technical scheme, when grout pour towards the limiting plate, all the other sides except that sliding connection in the side of cushion cap unit are the mat surface through the limiting plate, have increased the area of contact of limiting plate and grout, and then make the limiting plate comparatively firm at the bottom of the slope.

The utility model discloses further set up to: the bearing platform unit bottom fixedly connected with a plurality of inside hollow steel pipes, the steel pipe inserts the slope bottom surface, the inner space of steel pipe communicates in the inner space of mounting hole.

Through adopting above-mentioned technical scheme, the inner space through the steel pipe communicates in the inner space of mounting hole, inside the mounting hole along vertical direction flow direction steel pipe on the bearing platform unit is followed to grout for central cushion cap and steel pipe fixed connection, and then the steel pipe that utilizes to insert the slope bottom surface has increased the area of being connected of central cushion cap and weak soil, has improved the stability of central cushion cap on the weak soil.

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

1. the mounting blocks on the bearing platform units can be inserted into the mounting holes of the adjacent bearing platform units to realize preliminary fixing, and meanwhile, the bearing platform structure also comprises a connecting component for connecting the adjacent bearing platform units in the horizontal direction, so that the connecting component is connected with the bearing platform units in the horizontal direction, the stability of the central bearing platform is kept when cement paste is not poured and the cement paste is not finally set, the quick assembly of the central bearing platform is realized, and the construction efficiency is improved;

2. the bearing platform unit comprises a top plate and a bottom plate, reinforcing steel bars are placed in the reinforcing steel bar holes, cement paste is injected into the reinforcing steel bar holes, so that the reinforcing steel bars and the bearing platform unit are fixedly connected by using the tensile resistance of the reinforcing steel bars, the bearing platform unit is stable, and the workload of building the reinforcing steel bars is reduced;

3. the side of keeping away from the cushion cap unit through the limiting plate is seted up a plurality of evenly distributed's spread groove and the other sides of limiting plate except that sliding connection is the mat surface in the side of cushion cap unit, has increased the area of contact of limiting plate and grout, and then makes the limiting plate comparatively firm at the bottom of the slope.

Drawings

Fig. 1 is a schematic view of the overall structure of a soft soil auxiliary structure in the present invention;

fig. 2 is a schematic diagram illustrating an internal structure of a soft soil auxiliary structure in the present invention;

FIG. 3 is a schematic diagram illustrating a structure of a platform unit according to the present invention;

fig. 4 is an enlarged view of a portion a in fig. 3.

In the figure: 1. a slope surface; 11. a sloping bottom surface; 2. a bearing platform unit; 201. a bearing platform group; 202. a central bearing platform; 211. pouring holes; 22. mounting holes; 23. fixing grooves; 231. a fixed block; 232. a perfusion hole; 233. a vertical section; 234. an inclined section; 24. a top layer plate; 25. a bottom layer plate; 251. reinforcing steel bar holes; 252. reinforcing steel bars; 253. a flow guide way; 26. connecting holes; 261. a threaded rod; 262. a resisting plate; 3. a connecting assembly; 31. a triangular steel bar; 4. a limiting plate; 41. a chute; 411. a slider; 42. connecting grooves; 5. a steel pipe; 51. and (4) a tube tip.

Detailed Description

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

A soft soil auxiliary bearing platform structure, referring to fig. 1, comprises a plurality of bearing platform units 2, a connecting component 3 for connecting adjacent bearing platform units 2, a slope surface 1 surrounding the side edge of the bearing platform unit 2 and a slope bottom surface 11 bearing the bearing platform unit 2.

Referring to fig. 2 and 3, the bearing platform units 2 are rectangular plate-shaped, the plurality of bearing platform units 2 are arranged in the vertical direction to form a bearing platform group 201, the bearing platform group 201 has a plurality of groups, the plurality of bearing platform groups 201 are arranged in the horizontal direction to form a central bearing platform 202, three mounting blocks (not marked in the figure) extending downwards in the vertical direction are fixedly connected to the bottom surface of the bearing platform units 2, the mounting blocks are in a quadrangular frustum shape, the cross sections of the mounting blocks in the horizontal direction are square, the cross sections of the mounting blocks are gradually reduced downwards in the vertical direction, the mounting blocks are uniformly distributed in the length direction of the bearing platform units 2, pouring holes 211 are formed in the mounting blocks, and the pouring holes 211 extend in the vertical direction of the central axes of the mounting blocks and penetrate through the mounting blocks.

Referring to fig. 3, a top surface of the bearing platform unit 2 away from the slope bottom surface 11 is recessed with a mounting hole 22 extending along a vertical direction, a cross section of the mounting hole 22 along a horizontal direction is square, a cross section area of the mounting hole 22 decreases gradually along the vertical direction, the mounting hole 22 is communicated with the outside, when the central bearing platform 202 is assembled, a mounting block is inserted into the mounting hole 22, and a pouring hole 211 of the bearing platform unit 2 is communicated with the mounting hole 22 of the adjacent bearing platform unit 2 along the vertical direction.

Referring to fig. 3 and 4, the connection assembly 3 includes a fixing block 231 on the upper surface of the bearing table set 201, the cross section of the fixing block 231 is in an isosceles right triangle shape, the fixing blocks 231 of adjacent bearing table sets 201 are opposite, one of the right-angle sides of the fixing blocks 231 is perpendicular to the side edge of the joint between the bearing table sets 201, the other right-angle side of the fixing block 231 is overlapped with the side edge of the joint between the bearing table sets 201, the inclined edge of the fixing block 231 forms an included angle of 45 degrees with the side edge of the joint between the bearing table sets 201, the fixing block 231 is provided with two filling holes 232 penetrating through the bearing table unit 2, and the filling holes 232 extend in the.

Referring to fig. 4, the connecting assembly 3 further includes a triangular steel bar 31 simultaneously sleeved on the adjacent fixing block 231 of the adjacent bearing platform unit 2, the triangular steel bar 31 is a steel bar extending along a triangle and connected end to end, the inner wall of the triangular steel bar 31 abuts against the outer wall of the fixing block 231, a fixing groove 23 is recessed on the top surface of the bearing platform unit 2 at the position of the triangular steel bar 31, the fixing groove 23 includes a vertical section 233 parallel to the right-angled side of the fixing block 231 perpendicular to the connection position between the bearing platform sets 201, the fixing groove 23 further includes an inclined section 234 parallel to the inclined side of the fixing block 231, the vertical section 233 intersects and communicates with the end of the inclined section 234 near the center of the bearing platform unit 2, the vertical section 233 and the inclined section 234 form an included angle of 45 degrees, the end of the vertical section 233 and the inclined section 234 far away from the center of the bearing platform unit 2 is opened to communicate with the outside, the adjacent vertical section 233 on the adjacent bearing platform unit 2 is opened to, the triangular steel bar 31 is positioned in the fixing groove 23, and the height of the fixing block 231 is less than the depth of the fixing groove 23.

Referring to fig. 2 and 4, the bearing platform unit 2 includes a top plate 24 and a bottom plate 25, the top plate 24 and the bottom plate 25 are parallel and tightly abutted to each other, a top reinforcement installation groove (not labeled) is recessed on the surface of the top plate 24 facing the bottom plate 25, a bottom reinforcement installation groove (not labeled) is recessed on the surface of the bottom plate 25 facing the top plate 24, the top reinforcement installation groove and the bottom reinforcement installation groove are opposite to each other to form a reinforcement hole 251, the reinforcement holes 251 extend along the horizontal direction and form a mesh structure, adjacent reinforcement holes 251 are communicated, reinforcement bars 252 are detachably connected in the reinforcement holes 251, a guide channel 253 penetrating through the bearing platform unit 2 is fixedly connected to the bottom of the fixing block 231, one end of the guide channel 253 close to the fixing groove 23 is communicated with the filling hole 232, and one end of the guide channel 253 close to the reinforcement bar 252 is communicated with the reinforcement holes.

Referring to fig. 2, a threaded rod 261 extending in the vertical direction is screwed to the bottom of the bearing platform group 201, a connection hole 26 penetrates through the bearing platform group 201 in the vertical direction, the threaded rod 261 is inserted into the connection hole 26 to penetrate through the bearing platform group 201 in the vertical direction through the connection hole 26, and a pressing plate 262 pressing against the upper surface of the bearing platform group 201 is screwed to the top of the threaded rod 261.

Referring to fig. 2, the supplementary cushion cap structure of weak soil still includes along the limiting plate 4 that cushion cap unit 2 direction of height extends, limiting plate 4 is the rectangle form, the highly unanimous of height and limiting plate 4 of cushion cap group 201, limiting plate 4 is opened near one side of cushion cap unit 2 has spout 41, spout 41 extends and runs through in the both ends of spout 41 along the limiting plate 4 direction of height, cushion cap unit 2 is close to one side fixedly connected with slider 411 of limiting plate 4, slider 411 extends along the direction of height of cushion cap unit 2, slider 411 sliding connection is in spout 41.

Referring to fig. 2, the side of keeping away from cushion cap unit 2 on limiting plate 4 is sunken to have along three spread groove 42 that 4 length direction of limiting plate extended, spread groove 42 evenly distributed is on limiting plate 4, and all the other sides of limiting plate 4 except sliding connection in cushion cap unit 2's side are the matte.

Referring to fig. 2, the sliding groove 41 and the connecting groove 42 are dovetail grooves, and the sliding block 411 is a dovetail block.

Referring to fig. 2, a plurality of steel pipes 5 which are uniformly distributed are inserted into the slope bottom surface 11, the steel pipes 5 extend in the vertical direction, the outer walls of the steel pipes 5 are fixedly connected to the inner wall of the mounting hole 22, a conical pipe tip 51 is fixedly connected to the bottom of each steel pipe 5, and external threads are wound on the outer portion of each pipe tip 51.

The working conditions and principles of the embodiment are as follows:

form domatic 1 and slope bottom surface 11 after the excavation soft soil, utilize the firming machine with the surperficial soft soil compaction, toward slope bottom surface 11 again insert a plurality of evenly distributed's steel pipe 5, the vertical extension of steel pipe 5 for the one end that the pipe point 51 was kept away from to steel pipe 5 stretches out slope bottom surface 11, makes tentatively fixed on the soft soil.

After inserting the steel pipe 5 into the soft soil, installing a plurality of bearing platform units 2 on the slope bottom surface 11, placing the steel bars 252 in the steel bar holes 251 of the bearing platform units 2 to form a net-shaped structure through the bearing platform units 2 comprising top layer plates 24 and bottom layer plates 25, then abutting the top layer plates 24 and the bottom layer plates 25 to form the bearing platform units 2, and then inserting one end of the steel pipe 5 extending out of the ground into the installation hole 22 on the bearing platform unit 2.

After the first layer bearing platform unit 2 is fixed on the slope bottom surface 11, a second layer is placed on the first layer bearing platform unit 2 along the vertical direction, the third layer bearing platform unit 2 is used for forming a bearing platform group 201, an installation block fixedly connected with a bottom plate 25 of the second layer bearing platform unit 2 is inserted into an installation hole 22 in a top plate 24 of the first layer bearing platform unit 2, the upper layer bearing platform unit 2 and the lower layer bearing platform unit 2 are stable, a pouring hole 211 in the installation block is communicated with a pouring hole 211 in the installation block of the upper layer bearing platform unit 2 and the lower layer bearing platform unit 2, the installation hole 22 penetrates through the bearing platform unit 2, the inner space of the steel pipe 5 is communicated with the installation hole 22, and then the inner space of the steel pipe 5 is communicated with the pouring hole 211.

The connecting holes 26 on the four corners of the bearing platform unit 2 are communicated with the connecting holes 26 on the adjacent bearing platform unit 2, the threaded rod 261 is inserted into the connecting holes 26, the threaded rod 261 is connected with the bearing platform unit 2 in an inserting mode, the bearing platform unit 2 above the bearing platform unit 2 is fixedly connected with the bearing platform unit 2 below the bearing platform unit 2, and the bearing platform group 201 is stable.

The fixing blocks 231 on the bearing platform units 2 are opposite to the fixing blocks 231 on the adjacent bearing platform units 2 in the horizontal direction, and then the triangular steel bars 31 are placed in the fixing grooves 23 to be clamped with the adjacent fixing blocks 231, so that the bearing platform groups 201 are connected to form the central bearing platform 202, and the primary fixing of the central bearing platform 202 is realized.

After the central bearing platform 202 is assembled, the sliding blocks fixedly connected to the side edges of the central bearing platform 202 close to the limiting plate 4 slide in the sliding grooves 41, so that the bearing platform unit 2 and the limiting plate 4 are preliminarily fixed.

After the bearing platform structure is assembled, pouring cement into the mounting hole 22 in the top plate 24 of the bearing platform unit 2, so that the cement enters the mounting block fixedly connected to the bottom plate 25 through the mounting hole 22, and since the mounting block is provided with the pouring hole 211, the cement enters the mounting hole 22 of the next bearing platform unit 2 through the pouring hole 211 until the cement flows into the steel pipe 5.

When cement enters the mounting hole 22, the cement enters the fixing groove 23, because the fixing groove 23 of the bearing platform unit 2 is just communicated with the fixing groove 23 of the adjacent bearing platform unit 2, the triangular steel bar 31 is positioned in a space formed by the fixing groove 23 and the adjacent fixing groove 23, the cement flows into the space formed by the fixing groove 23 and the adjacent fixing groove 23, because the fixing block 231 is provided with the pouring hole 232, the cement flows into the diversion channel 253 through the pouring hole 232, the cement further flows into the reinforcement hole 251, because the adjacent reinforcement holes 251 are communicated, the cement is filled in the reinforcement hole 251, the cement penetrates through the bearing platform unit 2 through the diversion channel 253, the cement flows from the bearing platform unit 2 on the upper layer to the bearing platform unit 2 on the lower layer, and the bearing platform unit 2 is more stable.

When cement is poured onto the slope surface 1, the connecting groove 42 is formed in one side, away from the bearing platform unit 2, of the limiting plate 4, so that the contact area between the cement and the limiting plate 4 is increased, and the stability of the limiting plate 4 and the bearing platform unit 2 is improved.

When cement sets finally, a plurality of cushion cap unit 2 is connected comparatively steadily, and limiting plate 4 is connected stability better with cushion cap unit 2.

The concrete is communicated with at least one reinforcing bar hole 251 through the pouring hole 232, so that the concrete flows to the flow guide channel 253 through the pouring hole 232 to the reinforcing bar hole 251, when the concrete is finally solidified, the adjacent bearing platform unit 2 is connected to be stable, the concrete is communicated through the adjacent reinforcing bar hole 251, and when the reinforcing bar 252 is placed in the reinforcing bar hole 251, the bearing platform unit 2 is stable by using the tensile force of the reinforcing bar 252.

The embodiment of this specific implementation mode is the preferred embodiment of the present invention, not limit according to this the utility model discloses a protection scope, so: all equivalent changes made according to the structure, shape and principle of the utility model are covered within the protection scope of the utility model.

Claims (10)

1. The utility model provides a cushion cap structure is assisted to weak soil, characterized by: comprises a slope surface (1) and a slope bottom surface (11), wherein a plurality of bearing platform units (2) are arranged on the slope bottom surface (11), the bearing platform units (2) are of rectangular plate-shaped structures, a plurality of bearing platform units (2) are arranged in the vertical direction to form a bearing platform group (201), the bearing table groups (201) are provided with a plurality of groups, a plurality of bearing table groups (201) are arranged along the horizontal direction to form a central bearing table (202), the bottom of the bearing platform unit (2) is fixedly connected with an installation block, the installation block is provided with a pouring hole (211) which extends along the vertical direction and penetrates through the bearing platform unit (2), the top surface of the bearing platform unit (2) is provided with a mounting hole (22) for the insertion of the mounting block of the adjacent bearing platform unit (2), pour hole (211) and communicate in mounting hole (22), the cushion cap structure still includes connection components (3) of connecting adjacent cushion cap unit (2) along the horizontal direction.

2. A soft soil auxiliary bearing platform structure according to claim 1, wherein: reinforcing steel bar holes (251) are formed in the bearing platform unit (2) along the parallel direction of the top surface of the bearing platform unit (2), and reinforcing steel bars (252) are detachably connected in the reinforcing steel bar holes (251).

3. A soft soil auxiliary bearing platform structure according to claim 2, wherein: the bearing platform unit (2) comprises a top plate (24) and a bottom plate (25), wherein the top plate (24) and the bottom plate (25) are parallel and mutually abutted.

4. A soft soil auxiliary bearing platform structure according to claim 1, wherein: coupling assembling (3) include fixed block (231) on cushion cap unit (2) top surface, the transversal isosceles triangle that personally submits of fixed block (231), coupling assembling (3) still include simultaneously the cover triangle steel strip (31) outside adjacent fixed block (231) on adjacent cushion cap unit (2).

5. A soft soil auxiliary bearing platform structure according to claim 1, wherein: the bearing table set is characterized in that a threaded rod (261) extending towards the top of the bearing table set (201) is connected to the bottom of the bearing table set (201) in a threaded mode, the threaded rod (261) penetrates through the bearing table set (201) in the vertical direction, and a supporting plate (262) abutted to the upper surface of the top plate (24) is detachably connected to the top of the threaded rod (261).

6. A soft soil auxiliary bearing platform structure according to claim 4, wherein: the fixing block (231) is provided with a pouring hole (232), the pouring hole (232) is communicated with at least one reinforcing steel bar hole (251), the adjacent reinforcing steel bar holes (251) are communicated, and the reinforcing steel bar holes (251) extend along the horizontal direction and form a net structure.

7. A soft soil auxiliary bearing platform structure according to claim 1, wherein: central authorities cushion cap (202) both sides sliding connection has limiting plate (4) along the rectangle form that cushion cap unit (2) direction of height extends, limiting plate (4) are close to the side of cushion cap unit (2) and offer spout (41) along the dovetail of vertical direction extension, spout (41) run through in the both ends of limiting plate (4), slider (411) of fixedly connected with dovetail on the lateral wall of central authorities cushion cap (202), slider (411) sliding connection is in spout (41).

8. A soft soil auxiliary bearing platform structure according to claim 7, wherein: the side that central cushion cap (202) was kept away from in limiting plate (4) is seted up a plurality of evenly distributed's spread groove (42), spread groove (42) extend along cushion cap unit (2) length direction.

9. A soft soil auxiliary bearing platform structure according to claim 7, wherein: the other side surfaces of the limiting plate (4) except the side surfaces connected with the bearing platform unit (2) in a sliding mode are rough surfaces.

10. A soft soil auxiliary bearing platform structure according to claim 1, wherein: the bearing platform is characterized in that a plurality of steel pipes (5) which are hollow inside are fixedly connected to the bottom of the bearing platform unit (2), the steel pipes (5) are inserted into the slope bottom surface (11), and the inner space of each steel pipe (5) is communicated with the inner space of the corresponding mounting hole (22).

Images