CN113106958B

CN113106958B - A soil bearing structure for green building

Info

Publication number: CN113106958B
Application number: CN202110329113.6A
Authority: CN
Inventors: 李颖; 陈镇文; 陈迪; 赵福光; 陈瑶; 曾振熊
Original assignee: Yin Guang Sha Group Co ltd
Current assignee: Yin Guang Sha Group Co ltd
Priority date: 2021-03-27
Filing date: 2021-03-27
Publication date: 2022-06-24
Anticipated expiration: 2041-03-27
Also published as: CN113106958A

Abstract

The application relates to a land support structure for green buildings, which comprises a bottom supporting plate and a top connecting plate; the top connection plate and the bottom bracing plate are jointly provided with a bearing assembly, and the bearing assembly comprises an extension column, a butt connection plate and a concrete casting block; the extension column is arranged on the side wall, facing the bottom supporting plate, of the top connecting plate, the abutting plate is arranged at one end, far away from the direction of the top connecting plate, of the extension column, the concrete pouring block is arranged on the top wall of the bottom supporting plate, and the abutting plate and one end, close to the direction of the abutting plate, of the extension column are located inside the concrete pouring block; the jacking plate and the concrete pouring block are provided with a support assembly together, and the support assembly comprises a pressure bearing column and a preset cylinder; the preset cylinder is arranged on the side wall of the concrete pouring block far away from the direction of the bottom bracing plate, the pressure-bearing column is arranged on the side wall of the jacking plate towards the concrete pouring block, and one end, far away from the direction of the jacking plate, of the pressure-bearing column is located in an inner cavity of the preset cylinder. This application has the holistic bearing strength of effective improvement structure, has ensured the effect of the whole long-time stability of using of structure.

Description

A soil bearing structure for green building

Technical Field

The present application relates to the field of land support structures, and more particularly to a land support structure for green buildings.

Background

At present, a green building refers to a high-quality building which saves resources, protects the environment, reduces pollution, provides healthy, applicable and efficient use space for people and furthest realizes harmonious symbiosis between people and nature in the whole life cycle. The land supporting structure is applied to the land, the foundation where the green building is located is tamped, and the stable structure of the green building is guaranteed.

Chinese patent with publication number CN108952217B discloses a land supporting structure for green building, including two diaphragms, two support columns, two dewatering mechanisms and at least two buffer mechanisms, buffer mechanism includes locating lever and buffering subassembly, and dewatering mechanism includes filter screen, sand bag and two compression subassemblies, and compression subassembly includes drive unit, horizontal pole, expansion bracket, connecting plate, compression board, two backup pads, two sliders and two driving blocks. When soil is loose, the buffer mechanism acts on the two transverse plates to play a buffer role, so that the descending amplitude of the transverse plates is reduced, and the structural stability of the soil supporting structure and the stability of a building are guaranteed. The dewatering mechanism is used for reducing the moisture in the soil, lightens the soil gravity, and reduces the pressing strength of the soil gravity on the support structure.

In view of the above-mentioned related technologies, the inventor believes that there are defects that the interaction force between the components of the support structure is low, so that the overall bearing strength of the support structure is low, and the stability of the support structure after long-term use is affected.

Disclosure of Invention

In order to improve the problem that the overall bearing strength of the land support structure is lower, the application provides a land support structure for green buildings.

The application provides a land support structure for green building adopts following technical scheme:

a land supporting structure for green buildings comprises a bottom supporting plate and a top connecting plate; the top connection plate is positioned above the bottom support plate, and the top connection plate and the bottom support plate are provided with a bearing assembly together, wherein the bearing assembly comprises an extension column, a butt connection plate and a concrete pouring block; the extending column is arranged on the side wall, facing the bottom supporting plate, of the top connecting plate, the abutting plate is arranged at one end, away from the direction of the top connecting plate, of the extending column, the concrete pouring block is arranged on the top wall of the bottom supporting plate, and the abutting plate and one end, close to the direction of the abutting plate, of the extending column are located inside the concrete pouring block; the jacking plate and the concrete pouring block are provided with a support assembly together, and the support assembly comprises a pressure bearing column and a preset cylinder; the preset cylinder is arranged on the side wall of the concrete pouring block far away from the direction of the bottom bracing plate, the pressure-bearing column is arranged on the side wall of the jacking plate towards the concrete pouring block, and one end, far away from the direction of the jacking plate, of the pressure-bearing column is located in an inner cavity of the preset cylinder.

By adopting the technical scheme, the abutting plate can relatively abut against the connecting plate and the extending column in the concrete casting block to form a counter-pulling acting force so as to ensure the connecting strength and the relative stability of the positions of the abutting plate and the concrete casting block, thereby effectively ensuring the stability and the bearing strength of the whole structure; the preset cylinder can provide lateral support for the pressure-bearing column to guarantee the longitudinal sag of the pressure-bearing column, further guarantee the position stability of the jacking plate above the concrete pouring block, further guarantee the external bearing strength of the whole structure in the process, and guarantee the stability of the whole structure after long-time use.

Preferably, the abutting plate and the bottom bracing plate are provided with a positioning assembly together, and the positioning assembly comprises an abutting plate, two side bracing plates, a fixing plate and a positioning piece; the two side supporting plates are respectively obliquely arranged on the bottom wall of the attaching plate, and the fixed plate is arranged at one end of each side supporting plate far away from the direction of the attaching plate; the butt joint board lateral wall is provided with the interior caulking groove that the rigging board of being convenient for supports into, the setting element is used for fixed connection rigging board and butt board, the fixed plate diapire offsets with the bottom support board roof.

Through adopting above-mentioned technical scheme, with setting element fixed connection after the laminating board supports the embedded groove, the fixed plate supports through self great peripheral area and end shoring board top wall mutually, and then effectively improved the joint strength of top connection board with end fagging after the concrete is watered a concretion shaping to further improved the holistic bearing strength of structure.

Preferably, the top wall of the bottom bracing plate is provided with a settling tank, and the fixing plate is positioned in the settling tank.

Through adopting above-mentioned technical scheme, the fixed plate supports into the subsider inner chamber to injecing the position of fixed plate at bottom fagging roof, reducing the relative bottom fagging of fixed plate and appearing the phenomenon that the pine shakes, moves partially, in order to ensure the stability of being connected of fixed plate and bottom fagging.

Preferably, the fixed plate and the bottom bracing plate are jointly provided with a locking assembly, and the locking assembly comprises a directional rod and a locking piece; the directional rod is arranged on the inner bottom wall of the settling tank, the top wall of the fixing plate is provided with a through hole convenient for the directional rod to pass through in a penetrating manner, and the locking piece is in threaded fit with the outer edge of the directional rod.

Through adopting above-mentioned technical scheme, the directional bar passes through behind the through-hole, and the lock piece can be screwed up at directional bar outer fringe screw to make the fixed plate be fixed in the subsider inner chamber, and then with the joint strength of guarantee fixed plate and bottom fagging, and further improve the holistic joint strength of structure.

Preferably, the top wall of the concrete pouring block and the inner cavity of the preset cylinder are provided with a cushioning piece, and one end, facing the bearing column, of the cushioning piece is provided with a stress block.

By adopting the technical scheme, the shock absorption piece absorbs and relieves the conduction of the vibration acting force generated by external force impact between the top connection plate and the concrete pouring block through the compression deformation of the shock absorption piece, and the whole stability of the structure is effectively guaranteed in the process; the stress block is used for bearing the bearing column through the larger peripheral size of the stress block, so that the contact area between the bearing column and the cushioning piece is increased, the extension and contraction stability of the cushioning piece is improved, and the using effect of the cushioning piece is improved.

Preferably, the mutually abutted force bearing blocks are magnetically attracted with the pressure bearing columns.

Through adopting above-mentioned technical scheme, behind atress piece and the magnetic attraction of bearing post, effectively ensured the laminating compactness of atress piece and bearing post, and then improved the smooth and easy nature of bradyseism piece along with the displacement of bearing post, this process has further improved the whole guide effect of the vibration effort that produces to the exogenic action of structure, has ensured the whole stability after using for a long time of structure.

Preferably, the jacking plate and the extension column are provided with a stabilizing assembly together, and the stabilizing assembly comprises a mounting plate, a stabilizing plate and a clamping and fixing piece; the stabilizer plate is obliquely arranged at one end of the mounting plate in the length direction, one end of the stabilizer plate, which is far away from the mounting plate, is fixedly connected with the extension column, and the clamping piece is used for fixedly connecting the mounting plate and the jacking plate.

Through adopting above-mentioned technical scheme, behind card firmware fixed connection mounting panel and the butt joint board to make side backup pad and butt joint board fixed connection, and make side backup pad, butt joint board and extension post form triangle structure steadily jointly, with the stability of accepting outward of further improvement butt joint board, and the whole stability after using for a long time of structure.

Preferably, the stabilizing plate and the extending column are provided with a fixing component together, and the fixing component is sleeved with the arc plate, the end plate and the fixing piece; the sleeving arc plate is arranged at one end of the stabilizing plate, which faces the extending column, and the sleeving arc plate is tightly sleeved on the outer edge of the extending column; the end plates are arranged at two ends of the length direction of the sleeved arc plate, the two end plates which are close to each other are abutted, and the fixing piece is used for fixedly connecting the two abutted end plates.

By adopting the technical scheme, the two sleeving arc plates are sleeved on the outer edge of the extending column at the same time so as to fix the position of the side supporting plate relative to the extending column; after the tip board of orientation each other offseted, two tip boards that mounting fixed connection offseted to two that make the counterbalance cup joint the arc board and extend post fixed connection, and then make the side backup pad keep away from the one end of mounting panel direction and extend the post and stabilize fixedly.

Preferably, the jacking plate and the concrete pouring block are provided with a split component together, and the split component comprises a split steel cable, a first pull ring and a second pull ring; the first pull ring is arranged on the end wall of the jacking plate in the length direction, the second pull ring is arranged on the top wall of the concrete pouring block, one end of the opposite pull steel cable in the length direction is fixedly connected with the first pull ring, and one end of the opposite pull steel cable, which is far away from the first pull ring, is fixedly connected with the second pull ring.

By adopting the technical scheme, the opposite pull steel cable is connected with the jacking plate and the concrete casting block simultaneously so as to further improve the connection strength of the jacking plate and the concrete casting block, further effectively reduce the phenomenon that the jacking plate is easy to deviate relative to the concrete casting block after being impacted by external force, and further improve the stability of the whole structure after being used for a long time.

In summary, the present application includes at least one of the following beneficial technical effects:

1. the abutting plate forms a counter-pulling acting force relative to the abutting plate inside the concrete casting block so as to ensure the connection strength between the abutting plate and the concrete casting block as well as between the abutting plate and the bottom bracing plate, thereby effectively ensuring the stability and the bearing strength of the whole structure and effectively ensuring the stability of the whole structure after long-term use;

2. the shock absorption piece absorbs and slows down further conduction of vibration acting force generated by external force impact between the top connection plate and the concrete pouring block through compression deformation of the shock absorption piece, so that the stability of the whole structure is effectively guaranteed, and the stability of the whole structure after long-time use is further improved.

Drawings

FIG. 1 is a schematic structural view of a land support structure for green buildings according to an embodiment of the present application;

FIG. 2 is a schematic longitudinal sectional view showing the positional relationship between the top joint plate, the concrete casting blocks and the bottom bracing plate;

FIG. 3 is an exploded view of the connection between the abutting plate and the abutting plate;

fig. 4 is an exploded view of the connection of the locking member, the directional lever and the fixing plate.

Description of reference numerals: 1. a bottom supporting plate; 11. a jacking plate; 12. a settling tank; 2. a receiving assembly; 21. extending the column; 22. a butt joint plate; 221. an embedded groove is formed; 23. concrete pouring blocks; 231. a cushioning member; 232. a stress block; 3. a positioning assembly; 31. attaching a plate; 32. a fixing plate; 321. a through hole; 33. a side supporting plate; 34. a positioning member; 4. a locking assembly; 41. an orientation bar; 42. a locking member; 5. a stabilizing assembly; 51. mounting a plate; 52. a stabilizing plate; 53. a clamping and fixing piece; 6. a fixing assembly; 61. sleeving an arc plate; 62. an end plate; 63. a fixing member; 7. a counter-pull assembly; 71. oppositely pulling the steel cable; 72. a first pull ring; 73. a second tab; 8. a support assembly; 81. a pressure-bearing column; 82. and presetting a cylinder.

Detailed Description

The present application is described in further detail below with reference to figures 1-4.

The embodiment of the application discloses a land support structure for green building. Referring to fig. 1 and 2, a ground supporting structure for green buildings includes a bottom supporting plate 1 and a top receiving plate 11. Top fishplate bar 11 is fixed in bottom bracing board 1 top through accepting subassembly 2 to improve the interaction force between top fishplate bar 11 and the bottom bracing board 1, the holistic bearing strength of guarantee structure, and the stability after the equipment uses for a long time.

Referring to fig. 2, the receiving assembly 2 includes an extending column 21, an abutting plate 22 and a concrete pouring block 23, the extending column 21 is vertically welded to the side wall of the top joint plate 11 facing the bottom support plate 1, the abutting plate 22 is vertically welded to the end wall of the extending column 21 far away from the direction of the top joint plate 11, and the outer peripheral dimension of the abutting plate 22 is greater than the outer peripheral dimension of the end wall of the extending column 21 far away from the direction of the top joint plate 11. In this embodiment, the concrete casting block 23 is a block formed by solidifying and molding concrete slurry poured on the bottom wall of the bottom brace, and the abutting plate 22 and one end of the extending column 21 close to the abutting plate 22 are both solidified inside the concrete casting block 23.

Referring to fig. 2, when the land collapses or earthquakes occur, the butt joint plate 22 can relatively extend the column 21 and the top joint plate 11 in the concrete casting block 23 to form a counter-pulling acting force, so as to ensure the position stability of the top joint plate 11 relative to the concrete casting block 23 and the bottom bracing plate 1, further ensure the whole bearing strength of the structure, and ensure the stability of the whole structure after long-term use.

Referring to fig. 2 and 3, the abutting plate 22 and the bottom support plate 1 are provided with a positioning assembly 3, and the positioning assembly 3 includes an abutting plate 31, a fixing plate 32, a positioning member 34 and two side support plates 33. In the present embodiment, the positioning member 34 is a bolt. Two side fagging 33 slope welding respectively are in the binding plate 31 diapire, and the contained angle between every side fagging 33 and the binding plate 31 is the acute angle, and the contained angle between two side fagging 33 is the obtuse angle. The fixing plate 32 is welded to one end of the two side supporting plates 33 far away from the attaching plate 31 along the horizontal direction, and the fixing plate 32 and the attaching plate 31 are parallel to each other.

Referring to fig. 2 and 3, the outer sidewall of the contact plate 22 is provided with an inner groove 221 along the width direction, the inner diameter of the inner groove 221 is matched with the outer circumference of the contact plate 31, and the inner groove 221 is also provided with an opening at the bottom wall of the contact plate 22. After the attachment plate 31 completely abuts against the inner cavity of the inner embedding groove 221, the bottom wall of the attachment plate 31 is coplanar with the bottom wall of the abutment plate 22, and the end wall of one end of the attachment plate 31 in the length direction and the side wall of one side of the abutment plate 22 in the width direction are located on the same longitudinal plane. An operator can penetrate the rod body of the positioning member 34 through the attachment plate 31 and screw the rod body in a preset thread groove in the inner side wall of the embedded groove 221, so that the attachment plate 31 is fixed in the inner cavity of the embedded groove 221, and the butt plate 22 is fixedly connected with the attachment plate 31.

Referring to fig. 2 and 4, the top wall of the bottom supporting plate 1 is provided with settling tanks 12 equal to the number of the fixing plates 32, the inner diameter of the settling tank 12 is matched with the outer circumference of the fixing plates 32, and the fixing plates 32 can be abutted into the inner cavity of the settling tank 12, so that the side supporting plate 33, the abutting plate 31, the abutting plate 22, the extending column 21 and the abutting plate 11 can be quickly positioned above the bottom supporting plate 1. The fixing plate 32 and the bottom supporting plate 1 are provided with a locking assembly 4, and the locking assembly 4 comprises an orientation rod 41 and a locking piece 42. In this embodiment, the orientation rod 41 is a screw rod, and the orientation rod 41 is vertically welded to the inner bottom wall of the settling tank 12. The locking member 42 is a nut, and the locking member 42 can be screwed on the outer edge of the directional lever 41.

Referring to fig. 4, a through hole 321 is formed through the top wall of the fixing plate 32 in the thickness direction, and the orientation rod 41 passes through the through hole 321 after the fixing plate 32 completely abuts against the inner cavity of the settling tank 12. An operator can screw the locking piece 42 on the outer edge of the directional rod 41 in a threaded manner, so that the fixing plate 32 is fixed in the inner cavity of the settling tank 12, the fixing plate 32 is fixedly connected with the bottom supporting plate 1, the connection strength and the counter-pull strength between the top connecting plate 11 and the bottom supporting plate 1 are further improved, and the integral stability and the bearing strength of the structure are guaranteed.

Referring to fig. 2 and 3, the top connection plate 11 and the extension column 21 are provided with a stabilizing assembly 5, and the stabilizing assembly 5 comprises a mounting plate 51, a stabilizing plate 52 and a clamping member 53. In the present embodiment, the fastener 53 is a bolt. The stabilizing plate 52 is welded to one end of the mounting plate 51 in the length direction in an inclined downward manner, and one end of the stabilizing plate 52 away from the mounting plate 51 is fixedly connected with the extending column 21 through the fixing assembly 6.

Referring to fig. 3, after the top wall of the mounting plate 51 abuts against the bottom wall of the top connection plate 11, an operator may penetrate the rod body of the fastening member 53 through the mounting plate 51 and screw the rod body in a predetermined threaded groove of the bottom wall of the top connection plate 11, so that the mounting plate 51 is fixedly connected with the top connection plate 11, and further the side support plate 33, the top connection plate 11 and the extension column 21 form a stable triangular structure together, so as to improve the receiving strength and the supporting stability of the top connection plate 11.

Referring to fig. 3, the fixing assembly 6 includes a socket arc plate 61, an end plate 62 and a fixing member 63, and in this embodiment, the fixing member 63 includes a bolt and a nut which are adapted. The sleeving arc plate 61 is welded at one end of the side supporting plate 33 far away from the mounting plate 51 in the horizontal direction, and the radian of the inner diameter of the sleeving arc plate 61 is matched with the radian of the outer diameter of the extension column 21. The end plates 62 are vertically welded at two ends of the sleeving arc plate 61 in the length direction, and the side wall of one side of the width direction of the end plate 62 and the end wall of the sleeving arc plate 61 far away from the side supporting plate 33 are located on the same longitudinal surface.

Referring to fig. 1 and 3, after the top wall of the mounting plate 51 abuts against the bottom wall of the top contact plate 11, the two sleeved arc plates 61 can be respectively sleeved on the outer edge of the extension column 21, the end walls of the two adjacent sleeved arc plates 61 facing each other abut against each other, and the side walls of the two end plates 62 facing each other abut against each other. The operator can simultaneously run through two balanced end plates 62 with the body of rod of the bolt of mounting 63, later, the operator can screw up the nut screw thread of mounting 63 in the body of rod outer fringe of the bolt of mounting 63 to two balanced end plates 62 fixed connection, two balanced cup joint cambered plates 61 are fixed in extension post 21 outer fringe simultaneously.

Referring to fig. 1, the top connection plate 11 and the concrete casting block 23 are provided with opposite-pulling components 7, and the opposite-pulling components 7 are located at two ends of the top connection plate 11 in the length direction. The split assembly 7 comprises a split cable 71, a first pull ring 72 and a second pull ring 73, in this embodiment, the split cable 71 is an aircraft carrier intercept cable. The first pull ring 72 is vertically welded at two ends of the length direction of the jacking plate 11, the second pull ring 73 is vertically welded at the top wall of the concrete pouring block 23, and the second pull ring 73 is positioned at one end of the first pull ring 72 far away from the jacking plate 11.

Referring to fig. 1, one end of the opposite pull steel cable 71 in the length direction is tied and fixed to the outer edge of the first pull ring 72, one end of the opposite pull steel cable 71 away from the first pull ring 72 is tied and fixed to the outer edge of the second pull ring 73, and the opposite pull steel cable 71 is further connected with the jacking plate 11 and the concrete pouring block 23, so that the connection strength and the opposite pull strength between the jacking plate 11 and the concrete pouring block 23 are further improved, and the integral bearing strength and the use stability of the structure are further improved.

Referring to fig. 1 and 2, the top connection plate 11 and the concrete pouring block 23 are provided with a support assembly 8, and the support assembly 8 is located between two adjacent extending columns 21. The supporting assembly 8 comprises a pressure-bearing column 81 and a preset cylinder 82, the pressure-bearing column 81 is a solid iron column, the pressure-bearing column 81 is vertically welded on the side wall, facing the concrete pouring block 23, of the jacking plate 11, and the preset cylinder 82 is vertically welded on the top wall of the concrete pouring block 23. The outer diameter of the pressure-bearing column 81 is matched with the inner diameter of the inner cavity of the preset cylinder 82, and one end, far away from the direction of the jacking plate 11, of the pressure-bearing column 81 is located in the inner cavity of the preset cylinder 82, so that the position stability of the jacking plate 11 above the concrete pouring block 23 is guaranteed.

Referring to fig. 2, a shock absorbing member 231 is vertically welded to the top wall of the concrete pouring block 23 and located in the cavity of the predetermined cylinder 82 along the longitudinal direction, and in this embodiment, the shock absorbing member 231 is a compression spring made of steel. One end of the elastic piece far away from the concrete pouring block 23 is adhered with a stress block 232, and the stress block 232 is a magnet block. The top wall of the stress block 232 is abutted against the end wall of the pressure-bearing column 81 far away from the direction of the top connection plate 11 and is magnetically attracted, and when the top connection plate 11 is impacted by external force, the preset cylinder 82 can provide lateral support for the pressure-bearing column 81 so as to ensure the position stability of the top connection plate 11 above the concrete pouring block 23. The shock absorbing member 231 can absorb and relieve the vibration acting force of external force conduction through compression deformation of the shock absorbing member, so that the overall bearing strength of the structure is further guaranteed.

The implementation principle of the land support structure for the green building in the embodiment of the application is as follows: when the soil collapses or earthquakes occur, the abutting plate 22 can generate a counter-pulling acting force relative to the abutting plate 11 in the concrete pouring block 23 so as to ensure the stability of the whole structure in the longitudinal direction. The opposite pull steel cables 71 at the two ends of the abutting plate 11 in the length direction simultaneously oppositely pull the abutting plate 11 and the concrete casting block 23, so that the phenomena of inclination and deviation of the abutting plate 11 above the concrete casting block 23 are reduced. The side plate 33 is stably received between the abutting plate 11 and the extending column 21 to further improve the position stability and the bearing stability of the abutting plate 11. The shock absorbing member 231 can absorb and slow down the conduction of the vibration acting force generated by the impact of the external force between the top connection plate 11 and the concrete pouring block 23 through the compression deformation of the shock absorbing member 231, so that the stability and the bearing strength of the whole structure are further ensured, and the stability of the whole structure after long-term use is effectively ensured.

The above are preferred embodiments of the present application, and the scope of protection of the present application is not limited thereto, so: all equivalent changes made according to the structure, shape and principle of the present application shall be covered by the protection scope of the present application.

Claims

1. A land support structure for green buildings characterized in that: comprises a bottom supporting plate (1) and a top connecting plate (11); the jacking plate (11) is positioned above the bottom supporting plate (1), the jacking plate (11) and the bottom supporting plate (1) are jointly provided with a bearing assembly (2), and the bearing assembly (2) comprises an extending column (21), a jacking plate (22) and a concrete pouring block (23); the extension column (21) is arranged on the side wall, facing the bottom supporting plate (1), of the top connecting plate (11), the abutting plate (22) is arranged at one end, far away from the direction of the top connecting plate (11), of the extension column (21), the concrete pouring block (23) is arranged on the top wall of the bottom supporting plate (1), and the abutting plate (22) and one end, close to the abutting plate (22), of the extension column (21) are located inside the concrete pouring block (23); the jacking plate (11) and the concrete pouring block (23) are provided with a support assembly (8) together, and the support assembly (8) comprises a pressure bearing column (81) and a preset cylinder (82); the preset cylinder (82) is arranged on the side wall of the concrete pouring block (23) far away from the bottom supporting plate (1), the pressure-bearing column (81) is arranged on the side wall of the top connecting plate (11) facing the concrete pouring block (23), and one end, far away from the top connecting plate (11), of the pressure-bearing column (81) is located in the inner cavity of the preset cylinder (82); the abutting plate (22) and the bottom supporting plate (1) are provided with a positioning assembly (3) together, and the positioning assembly (3) comprises an abutting plate (31), two side supporting plates (33), a fixing plate (32) and a positioning piece (34); the two side supporting plates (33) are respectively obliquely arranged on the bottom wall of the attaching plate (31), and the fixing plate (32) is arranged at one end of each side supporting plate (33) far away from the attaching plate (31); the outer side wall of the abutting plate (22) is provided with an inner embedded groove (221) facilitating abutting of the abutting plate (31), the positioning piece (34) is used for fixedly connecting the abutting plate (31) and the abutting plate (22), and the bottom wall of the fixing plate (32) abuts against the top wall of the bottom supporting plate (1); a settling tank (12) is arranged on the top wall of the bottom supporting plate (1), and the fixing plate (32) is positioned in the settling tank (12); the concrete is watered the piece (23) roof and is located to predetermine a section of thick bamboo (82) inner chamber and be provided with bradyseism piece (231), bradyseism piece (231) are provided with atress piece (232) towards the one end of bearing post (81).

2. A ground support structure for green buildings according to claim 1, characterized in that: the fixing plate (32) and the bottom supporting plate (1) are provided with a locking assembly (4) together, and the locking assembly (4) comprises a directional rod (41) and a locking piece (42); the orientation rod (41) is arranged on the inner bottom wall of the settling tank (12), a through hole (321) which is convenient for the orientation rod (41) to pass through is arranged on the top wall of the fixing plate (32) in a penetrating mode, and the locking piece (42) is in threaded fit with the outer edge of the orientation rod (41).

3. A ground support structure for green buildings according to claim 1, characterized in that: the stress block (232) and the pressure bearing column (81) which are mutually abutted are magnetically attracted.

4. A ground support structure for green buildings according to claim 1, characterized in that: the jacking plate (11) and the extension column (21) are provided with a stabilizing assembly (5) together, and the stabilizing assembly (5) comprises a mounting plate (51), a stabilizing plate (52) and a clamping piece (53); the stabilizing plate (52) is obliquely arranged at one end of the mounting plate (51) in the length direction, one end of the stabilizing plate (52) far away from the mounting plate (51) is fixedly connected with the extension column (21), and the clamping piece (53) is used for fixedly connecting the mounting plate (51) and the jacking plate (11).

5. A land support structure for green buildings as claimed in claim 4, wherein: the stabilizing plate (52) and the extending column (21) are provided with a fixing component (6) together, and the fixing component (6) comprises a sleeving arc plate (61), an end plate (62) and a fixing piece (63); the sleeving arc plate (61) is arranged at one end of the stabilizing plate (52) facing the extending column (21), and the sleeving arc plate (61) is tightly sleeved on the outer edge of the extending column (21); the end plates (62) are arranged at two ends of the length direction of the sleeved arc plate (61), the two end plates (62) which are close to each other are abutted, and the fixing piece (63) is used for fixedly connecting the two abutted end plates (62).

6. A ground support structure for green buildings according to claim 1, characterized in that: the jacking plate (11) and the concrete casting block (23) are provided with a split component (7) together, and the split component (7) comprises a split steel cable (71), a first pull ring (72) and a second pull ring (73); the first pull ring (72) is arranged on the end wall of the jacking plate (11) in the length direction, the second pull ring (73) is arranged on the top wall of the concrete pouring block (23), one end of the opposite pull steel cable (71) in the length direction is fixedly connected with the first pull ring (72), and one end of the opposite pull steel cable (71) far away from the first pull ring (72) is fixedly connected with the second pull ring (73).