CN113846702A

CN113846702A - Basement bottom plate leakage processing device and application method thereof

Info

Publication number: CN113846702A
Application number: CN202111114576.7A
Authority: CN
Inventors: 翁永动; 陆芳珠; 张钟; 常旭明; 巢仁君; 刘盘刚
Original assignee: Jiangsu Jinling Construction Development Co ltd
Current assignee: Jiangsu Jinling Construction Development Co ltd
Priority date: 2021-09-23
Filing date: 2021-09-23
Publication date: 2021-12-28

Abstract

The application relates to a basement bottom plate leakage treatment device and an application method thereof, relating to the technical field of bottom plate leakage treatment devices, wherein the bottom plate leakage treatment device comprises a bearing plate, at least one abutting square tube and a plurality of fixing bolts; the abutting square tube is arranged on the bearing plate, one end, far away from the bearing plate, of the abutting square tube is located in a crack of the foundation block, and the fixing bolt is used for fixing the bearing plate on the foundation block; the bearing plate is provided with a grouting hole corresponding to the abutting square cylinder, and the grouting hole is used for enabling concrete slurry to pass through the bearing plate and enter the abutting square cylinder; a plurality of slurry seepage holes are arranged on the abutting square barrel in a penetrating mode, and the slurry seepage holes are used for enabling concrete slurry to penetrate through the abutting square barrel so as to fill cracks; the application method comprises the following steps: filling cracks, plugging grouting holes and reinforcing the bearing plate. The foundation block has the effect of reducing the phenomenon that the foundation block cracks again after being subjected to crack repair.

Description

Basement bottom plate leakage processing device and application method thereof

Technical Field

The application relates to the technical field of bottom plate leakage processing devices, in particular to a basement bottom plate leakage processing device and an application method thereof.

Background

A basement is a room built on the bottom of a building. The basement effectively relieves the situation of shortage of ground resources in cities by developing and utilizing underground spaces, and reduces the pressure of the cities on land. In the actual paving of basement, the waterproof layer is laid on the bottom plate top layer of basement mostly, and the waterproof layer is used for reducing the phenomenon of groundwater upwards seepage. However, as the application time of the basement increases, the waterproof layer is prone to cracking and leakage occurs in the basement, and therefore constructors need to repair the cracks in time to control leakage of underground water. The bottom plate leakage treatment device is a common basement crack repairing device for constructors.

Chinese patent No. CN207608935U discloses a basement bottom board water seepage treatment device, which comprises a steel pipe. The steel pipe is Contraband type, and the intercommunication has the slip casting pipe on the steel pipe, and steel pipe one end is airtight to be handled, and the other end is provided with inflation formula pitch waterstop. Two I-shaped steels are also crossly arranged on the steel pipe, and each I-shaped steel is fixed on the ground through a bolt with a nut. Constructors butt the expansion type asphalt water stop belt at the crack of the bottom plate and then tighten the nut on the bolt, so that the steel pipe is fixed on the ground. And finally, grouting into the grouting pipe to fill the crack of the bottom plate.

With respect to the related art among the above, the inventors consider that the following drawbacks exist: after the slurry fills the crack, the opening of the crack can be only temporarily blocked; along with the increase of basement live time, the ground lasts the atress for the plots of crack both sides are kept away from each other, and then easily makes the crack produce once more and cause the condition of basement seepage.

Disclosure of Invention

In order to solve the problem that cracks on a foundation are easy to regenerate after being repaired, the application provides a basement bottom plate leakage treatment device and an application method thereof.

In a first aspect, the present application provides a basement bottom plate seepage processing apparatus, which adopts the following technical scheme:

a basement bottom plate leakage treatment device comprises a bearing plate, at least one abutting square tube and a plurality of fixing bolts; the abutting square tube is arranged on the bearing plate, one end, far away from the bearing plate, of the abutting square tube is located in a crack of the foundation block, and the fixing bolt is used for fixing the bearing plate on the foundation block; the bearing plate is provided with a grouting hole corresponding to the abutting square cylinder, and the grouting hole is used for enabling concrete slurry to pass through the bearing plate and enter the abutting square cylinder; the butt square tube is provided with a plurality of slurry seepage holes in a penetrating mode, and the slurry seepage holes are used for enabling concrete slurry to penetrate through the butt square tube so as to fill cracks.

By adopting the technical scheme, the butting square barrel is butted into the crack to fill the crack and reduce the gap of the crack; concrete slurry is poured into the inner cavity of the abutting square tube through the grouting hole, and then cracks are spread and filled through the slurry seepage hole, so that the foundation block, the abutting square tube and the bearing plate are fixedly connected into a whole; the process realizes the quick mending of cracks, and the cracks are pressed through the bearing plate, so that the mending position of the bottom plate of the basement can be quickly put into application; in addition, the bearing plate reduces the contact phenomenon of foreign objects and cracks, and ensures the sewing stability of the cracks; in addition, the fixing bolts are fixedly connected with the bearing plates and the road blocks on the two sides of the crack, so that the connection strength of the bearing plates on the foundation block is guaranteed, and the phenomenon that the road blocks on the two sides of the crack are far away from each other and split again is reduced.

Preferably, at least one through hole is arranged on the abutting square tube in a penetrating mode, and the abutting square tube is provided with an extending column in a penetrating mode at the through hole.

Through adopting above-mentioned technical scheme, extend the post and peg graft on leading to the hole for the area of contact of butt square tube and concrete slurry increases to some extent, has ensured the resistance to plucking intensity of butt square tube in the crack, has improved the application stability after the crack repair.

Preferably, the butt square tube is provided with two butt blocks in the through hole, a guide groove for the butt block to slide into is arranged on the side wall of the extension column, and the length of the guide groove is smaller than that of the extension column.

By adopting the technical scheme, the abutting block abuts against the inner cavity of the guide groove to slide, so that the sliding direction of the extension column in the through hole is limited; when the abutting block abuts against the end wall of the guide groove in the length direction, the extending column is positioned in the inner cavity of the abutting square tube, so that the abutting square tube abuts into the crack; or the extension column is positioned outside the butting square tube to increase the contact area of the butting square tube in the crack.

Preferably, one end of the extension column, which is positioned in the abutting square tube, is provided with a guide inclined plane.

Through adopting above-mentioned technical scheme, constructor is through to ground to connect square column in to push down the direction inclined plane, extend the relative through-hole and take place the displacement behind the post atress, make to extend the post and slide to the outside from butt square tube inner chamber.

Preferably, the extension post is located the outer one end of butt square tube and is provided with the limiting plate, be provided with the subsider that supplies the limiting plate to support into on the lateral wall of butt square tube, offset the limiting plate is inhaled with butt square tube magnetism mutually.

By adopting the technical scheme, the contact area between the extension column and the limiting square tube is increased by the limiting plate, and the abutting limiting plate and the abutting square tube are magnetically attracted, so that one end of the extension column, which is far away from the limiting plate, is stably positioned in the inner cavity of the abutting square tube; the subsider is used for injecing the position of limiting plate on the butt square tube, improves the positional stability who extends the post.

Preferably, the bearing plate is provided with a stabilizing assembly in the grouting hole, and the stabilizing assembly comprises a sealing block, an elastic piece and an end block; the bearing plate is provided with an inner embedded groove on the inner side wall of the grouting hole, one end of the elastic piece is arranged in the inner embedded groove, and the end part block is arranged at one end, facing the grouting hole, of the elastic piece; and the seal block is provided with an adaptive groove for the end block to abut into.

By adopting the technical scheme, the elastic part is compressed and deformed after being stressed, so that the end part block is contracted into the embedded groove, the sealing block is abutted into the grouting hole, and the phenomenon that foreign objects pass through the grouting hole is reduced; after the sealing block is arranged in the inner cavity of the grouting hole, the adaptive groove is aligned with the embedded groove, and the elastic piece freely extends to enable the end block to be abutted into the inner cavity of the embedded groove; at the moment, the end block is simultaneously clamped with the bearing plate and the sealing block, so that the sealing block is quickly and stably positioned in the grouting hole.

Preferably, the stabilizing assembly further comprises a counter-pulling piece, wherein the counter-pulling piece comprises a connecting rod and a plurality of external ring plates; the connecting rod is arranged on the sealing block, and one end of the connecting rod, which is far away from the sealing block, is positioned in the abutting square tube; all the external ring plates are arranged on the connecting rod at intervals, and the outer diameter of the adjacent external ring plates increases progressively or decreases progressively along the extending direction of the connecting rod.

By adopting the technical scheme, the contact area between the sealing block and the concrete slurry in the butting square cylinder is increased by the external annular plate arranged on the connecting rod, and after the concrete slurry is solidified and formed, the connection strength of the sealing block in the grouting hole is further improved; the connecting ring plate with the variable diameter enables the connecting strength of different positions in the connecting rod concrete slurry to be different, and the pulling resistance strength of the sealing block is improved.

Preferably, the bearing plate further comprises a reinforcing component used for fixing the bearing plate on the foundation block, and the reinforcing component comprises a preset pile, an internal thread sleeve and a counter-pull rod; the preset pile is arranged in the foundation block, and the internal thread sleeve is arranged in the preset pile; the pair of tension rods are in threaded fit on the bearing plate, and one end of each tension rod, close to the ground base block, is in threaded fit in the internal thread sleeve.

By adopting the technical scheme, the preset piles are arranged in the foundation blocks so as to replace the original weak geology of the foundation blocks and tamp the foundation blocks; the internal thread sleeve is fixedly formed in the preset pile, and the opposite-pull screw rod can be simultaneously in threaded fit with the bearing plate and the internal thread sleeve, so that the bearing plate forms opposite-pull acting force relative to the foundation block, and the phenomenon that the foundations on two sides of a crack are greatly displaced is reduced; in addition, the process greatly improves the connection strength of the bearing plate on the foundation block, and further reduces the phenomenon that the landmasses on two sides of the crack are far away from each other and the phenomenon that the crack is generated again through the tensioning acting force of the bearing plate on the landmasses on two sides of the crack.

Preferably, the reinforcing component further comprises a positioning ring plate, the positioning ring plate is arranged around the peripheral wall of the internal thread sleeve, and a limiting groove for the positioning ring plate to abut into is formed in the foundation block.

Through adopting above-mentioned technical scheme, the locating ring board has increased the area of contact of internal thread sleeve with the ground base piece, and after the locating ring board supported into spacing inslot cavity, effectively improved the positional stability of internal thread sleeve in predetermineeing the stake, ensured the telescopic vertical sag of internal thread, be convenient for to drawing screw and internal thread sleeve threaded connection.

In a second aspect, the application method of the basement bottom plate leakage treatment device provided by the application includes the following application steps:

filling cracks: the abutting square tube abuts into the crack of the foundation block, and the bearing plate abuts against the side wall, facing to each other, of the foundation block; pushing the tool into the butting square tube to enable the extension column to slide towards the direction far away from the butting square tube; injecting concrete slurry into the grouting holes to fill the cracks;

plugging grouting holes: pressing the end block through a tool to enable the end block to slide into the embedded groove; penetrating the positioning piece through the grouting hole and propping the positioning piece into the butting square barrel, and propping the sealing block into the grouting hole; the inner embedded groove is aligned with the adaptive groove, the elastic piece freely extends to enable the end block to be abutted into the adaptive groove, and the sealing block is positioned in the grouting hole;

and (3) reinforcing the bearing plate: screwing the opposite tension rod to enable the opposite tension rod to be screwed in the internal thread sleeve; and finally, fixedly connecting the bearing plate and the foundation block through a fixing bolt.

By adopting the technical scheme, constructors can repair cracks of the basement bottom plate quickly and efficiently, and the phenomenon that the cracks are generated again is effectively reduced.

In summary, the present application has the following beneficial technical effects:

1. the abutting square barrel is abutted into the crack for filling, so that gaps of the crack are reduced; concrete slurry is poured into the inner cavity of the abutting square tube through the grouting hole, and then the crack is spread and filled through the slurry seepage hole, so that the foundation block, the abutting square tube and the bearing plate are fixedly connected into a whole to quickly mend the crack; the bearing plate is fixedly connected to the foundation block through the fixing bolt, so that the phenomenon that the road blocks on two sides of the crack are far away from each other and split again is reduced;

2. the preset pile is used for replacing the original weak geology of the foundation block and tamping the foundation block; the split-draw screw rod can be simultaneously in threaded fit with the bearing plate and the internal thread sleeve, so that the bearing plate forms a split-draw acting force relative to the foundation block, and the phenomenon that the foundations on two sides of the crack are greatly displaced is reduced; meanwhile, the bearing plate simultaneously pulls the plots on the two sides of the crack so as to further reduce the phenomenon that the plots on the two sides of the crack are separated from each other and are cracked again.

Drawings

Fig. 1 is a schematic structural diagram of a basement floor leakage treatment device in an embodiment of the present application;

FIG. 2 is a schematic sectional view taken along the line A-A;

FIG. 3 is a schematic sectional view showing the connection relationship of the abutting square tube, the counter pulling piece, the sealing block and the bearing plate in the embodiment of the present application;

FIG. 4 is an enlarged schematic view of portion B of FIG. 3;

fig. 5 is a schematic sectional view showing a connection relationship of a jet grouting pile, an internally threaded sleeve and a split pulling rod in an embodiment of the present application.

Description of reference numerals:

1. a bearing plate; 11. grouting holes; 12. an embedded groove is formed; 2. abutting against the square cylinder; 21. grouting holes; 22. a through hole; 221. a butting block; 23. extending the column; 231. a guide slope; 232. a limiting plate; 233. a guide groove; 24. a settling tank; 3. a stabilizing assembly; 31. a sealing block; 311. an adaptation groove; 32. a counter-pulling piece; 321. a connecting rod; 322. a ring plate is connected externally; 33. an elastic member; 34. an end block; 4. fixing the bolt; 5. a reinforcement assembly; 51. presetting a pile; 52. an internally threaded sleeve; 53. positioning the ring plate; 54. a split lead screw; 6. a foundation block; 61. a limiting groove.

Detailed Description

The embodiment of the application discloses basement bottom plate seepage processing apparatus.

The present application is described in further detail below with reference to figures 1-5.

Referring to fig. 1 and 2, a floor leakage treatment apparatus includes a receiving plate 1 and at least one abutting square cylinder 2. The abutment square tubes 2 are integrally formed on the side wall of the receiving plate 1 facing the foundation block 6, in the present embodiment, the abutment square tubes 2 are made of iron, the number of the abutment square tubes 2 may be three, and the outer peripheral dimensions of the abutment square tubes 2 are customized according to the size of the cracks on the foundation block 6.

Referring to fig. 2 and 3, the end of the abutting square tube 2 away from the receiving plate 1 is hermetically arranged, and a plurality of slurry permeating holes 21 are arranged on the abutting square tube 2 in a penetrating manner. The receiving plate 1 is provided with grouting holes 11 with the number equal to that of the abutting square cylinders 2 in a penetrating manner, and all the grouting holes 11 are in one-to-one correspondence with the abutting square cylinders 2 respectively. The constructor pushes the butting square barrel 2 into a crack of the foundation block 6, and the bearing plate 1 is tightly pressed on the foundation block 6. Concrete slurry is injected into the abutting square tube 2 through the grouting holes 11, and the concrete slurry flows into cracks of the foundation block 6 through the seepage holes 21 until the concrete slurry is filled to the grouting holes 11. After the concrete slurry is solidified and formed, the foundation block 6, the abutting cylinder and the bearing plate 1 are fixedly connected into a whole, so that the connection strength of the foundation blocks on two sides of the crack is improved while the crack of the foundation block 6 is filled, and the phenomenon that the crack is generated again is reduced.

Referring to fig. 3 and 4, at least one through hole 22 is formed through the abutting square tube 2, in this embodiment, the number of the through holes 22 may be four, and each two of the four through holes 22 are located on the opposite side walls of the abutting square tube 2. The butt square tube 2 is inserted with the extension column 23 at each through hole 22, one end of the extension column 23 is located in the butt square tube 2, and the end is provided with the guide inclined plane 231, and the guide inclined plane 231 is arranged back to the foundation block 6. The other end that extends post 23 is located outside butt square tube 2, and this end has welded limiting plate 232 along vertical direction, and in this embodiment, limiting plate 232 is the magnetic sheet, and limiting plate 232's peripheral dimension is greater than the external diameter size who extends post 23.

Referring to fig. 4, the abutting square tube 2 is further welded with two abutting blocks 221 in the through hole 22, the outer edge wall of the extending column 23 and the two ends located in the radial direction are respectively provided with a guide groove 233, the guide groove 233 extends along the extending direction of the extending column 23, and the length of the guide groove 233 is smaller than that of the extending column 23. The abutting block 221 is located in the guiding groove 233, and the extending column 23 slides relative to the abutting block 221, so as to ensure the sliding direction of the extending column 23 in the through hole 22. The abutting block 221 abuts against the end wall of the guide groove 233 in the longitudinal direction, so as to reduce the separation of the extension column 23 from the through hole 22.

Referring to fig. 4, the sidewall of the abutting square tube 2 is provided with settling tanks 24 equal to the number of the limit plates 232, the settling tanks 24 are arranged around the periphery of the through hole 22, and the inner diameter of the settling tanks 24 is matched with the outer periphery of the limit plates 232. When butt square tube 2 is in a standby state, limiting plate 232 is located subsider 24, and the limiting plate 232 and the 2 magnetism of butt square tube that offset attract mutually to reduce extension post 23 and freely slide to the outside phenomenon of butt square tube 2, ensured the smooth and easy nature of butt square tube 2 to the crack inner chamber.

Referring to fig. 2 and 4, after the abutting square tube 2 abuts against the inner cavity of the crack, an operator can abut against the inner cavity of the abutting square tube 2 by a tool such as a rectangular pile body to contact the guide inclined plane 231. As the tool is pushed into the abutting square tube 2, the extension column 23 is forced and slides in a direction away from the abutting square tube 2. At this moment, the extension post 23 has the one end of limiting plate 232 to be located the crack, has increased the area of butt square tube 2 in the crack, treats the concrete thick liquids consolidation shaping back, helps improving the resistance to plucking intensity of butt square tube 2 in the crack.

Referring to fig. 2 and 3, the receiving plate 1 is provided with a stabilizing assembly 3 in the grouting hole 11, and the stabilizing assembly 3 includes a sealing block 31. The outer circumference size of the sealing block 31 is matched with the inner diameter size of the grouting hole 11 so as to seal the grouting hole 11 and reduce the phenomenon that foreign objects pass through the grouting hole 11. The stabilizing assembly 3 further comprises a counter-pull 32, the counter-pull 32 comprising a connecting rod 321 and a plurality of outer collar plates 322, the connecting rod 321 being welded perpendicularly to the side wall of the sealing block 31 facing the foundation block 6. In this embodiment, the number of the external ring plates 322 may be three, and the three external ring plates 322 are integrally formed on the outer edge wall of the connecting rod 321.

Referring to fig. 3, three external ring plates 322 are equidistantly distributed along the extending direction of the connecting rod 321, and the outer circumference size of the external ring plates 322 increases or decreases progressively along the extending direction of the connecting rod 321. In the present embodiment, the outer peripheral dimension of the outer peripheral ring plate 322 closer to the seal block 31 is smallest, and the outer peripheral dimension of the outer peripheral ring plate 322 farther from the seal block 31 is successively larger. After the concrete slurry is filled into the crack, the sealing block 31 is pushed into the grouting hole 11, and the positioning piece is pushed into the butting square tube 2. The circumscribed annular plates 322 of different peripheral dimensions are consolidated in the concrete slurry so that the sealing block 31 is fixed in the grouting hole 11.

Referring to fig. 3, the receiving plate 1 is provided with an inner groove 12 on the inner side wall of the grouting hole 11, and the stabilizing assembly 3 further includes an elastic member 33 and an end block 34. In the present embodiment, the elastic member 33 is a compression spring made of steel. One end of the elastic member 33 is welded in the inner recessed groove 12, and the elastic member 33 extends along the extending direction of the inner recessed groove 12. The end block 34 is welded to the end of the elastic member 33 facing the grouting hole 11, and the outer circumference of the end block 34 is sized to fit the inner diameter of the inner recessed groove 12. When the elastic member 33 is freely extended, the end block 34 is positioned in the inner groove 12 at one end and in the injection hole 11 at the other end.

Referring to fig. 3, an adapting groove 311 is provided on the side wall of the sealing block 31, and the inner diameter of the adapting groove 311 is adapted to the outer circumference of the end block 34. The operator can press the end block 34 with a tool so that the elastic member 33 is compressed by force and the end block 34 slides into the inner insert groove 12. Then, the sealing block 31 is pressed into the grouting hole 11, the fitting groove 311 and the embedded groove 12 are symmetrical to each other, and the elastic member 33 is freely extended so that one end of the end block 34 is pressed into the fitting groove 311. At this time, the end block 34 simultaneously engages with the sealing block 31 and the receiving plate 1, thereby ensuring the positioning stability of the sealing block 31 in the grouting hole 11.

Referring to fig. 1, the floor leakage treatment device further comprises a plurality of fixing bolts 4, and the fixing bolts 4 fixedly connect the adapting plate 1 and the foundation block 6, so that the adapting plate 1 is rapidly fixed on the foundation block 6 to block cracks.

Referring to fig. 5, the floor leakage treatment apparatus further includes a reinforcing member 5, and the reinforcing member 5 includes a pre-pile 51, an internally threaded sleeve 52, a retainer ring plate 53, and a counter-tension rod 54. In this embodiment, the preset piles 51 are jet grouting piles made of concrete slurry, the number of the preset piles 51 may be four, and the four preset piles 51 are equidistantly distributed around the periphery of the crack.

Referring to fig. 5, one end of the internal thread sleeve 52 is abutted into the preset pile 51 in the vertical direction, and after the preset pile 51 is solidified and shaped, the internal thread sleeve 52 is fixedly connected with the jet grouting pile. A retaining ring plate 53 is integrally formed on the outer peripheral wall of the internally threaded sleeve 52, and the side wall of the retaining ring plate 53 remote from the foundation block 6 is coplanar with the end of the internally threaded sleeve 52 remote from the pre-set pile 51. The foundation block 6 is provided with limiting grooves 61 equal to the number of the positioning ring plates 53, the limiting grooves 61 are arranged around the periphery of the preset piles 51, and the peripheral size of the positioning ring plates 53 is matched with the inner diameter size of the limiting grooves 61. The retainer ring plate 53 is pushed into the retainer groove 61 to ensure the vertical sag of the internal thread sleeve 52.

Referring to fig. 5, the opposite-pulling rod 54 is threaded through the threaded hole on the bearing plate 1, and one end of the opposite-pulling rod 54 facing the foundation block 6 can be abutted into the inner threaded sleeve 52 and screwed down, so that the bearing plate 1 and the foundation block 6 are oppositely pulled, and further the surface tension of the bearing plate 1 reduces the mutual distance between the plots on two sides of the crack, ensures the repair stability of the crack, and further reduces the re-generation of the crack.

The implementation principle of the basement bottom plate leakage treatment device in the embodiment of the application is as follows:

the abutting square tube 2 is abutted into the crack of the foundation block 6 to fill the crack. Concrete slurry enters the crack through the grouting hole 11, fills the crack and is fixedly connected with the ground base block 6, the abutting square tube 2 and the bearing plate 1. After the concrete slurry is solidified and formed, the crack is repaired, and the leakage condition of the basement bottom plate is reduced. Meanwhile, the connection strength of the land blocks on the two sides of the crack is enhanced, and the phenomenon that the foundation block 6 cracks again relative to the crack is reduced.

The pre-set piles 51 tamp the foundation block 6 by replacing the original soil mass of the foundation block 6. After the opposite tension rod 54 is screwed in the internal thread sleeve 52, the bearing plate 1, the opposite tension rod 54, the internal thread sleeve 52, the preset pile 51 and the foundation block 6 are fixedly connected into a whole, and further, the surface tension of the bearing plate 1 simultaneously tensions the land blocks on two sides of the crack, so that the situation that the crack is generated again is further reduced.

The embodiment of the application also discloses an application method of the basement bottom plate leakage treatment device, which comprises the following application steps:

filling cracks: the abutting square tube 2 is abutted against the crack of the foundation block 6 until the mutually facing side walls of the bearing plate 1 and the foundation block 6 abut against each other. The square pile body is pressed into the square abutting cylinder 2 to abut against the guiding inclined plane 231 of the extending column 23, and the extending column 23 slides in the direction away from the square abutting cylinder 2 along with the pressing of the square pile body into the square abutting cylinder 2 until the abutting block 221 abuts against the guiding groove 233.

Concrete slurry is injected into the injection holes 11, and the concrete slurry passes through the grout penetration holes 21 to flow into the cracks to rapidly repair the cracks. The bearing plate 1 is abutted against the top of the crack so as to reduce the phenomenon that foreign objects are in direct contact with the crack and ensure the firmness after the crack is repaired.

Plugging a grouting hole 11: the end block 34 is pressed by a tool such as a press plate, so that the elastic member 33 is compressed and deformed by the force, and the end block 34 slides into the inner insertion groove 12. The positioning piece penetrates through the grouting hole 11 and is abutted into the abutting square barrel 2, and after the sealing block 31 is abutted into the inner cavity of the grouting hole 11, the embedded groove 12 can be aligned with the adapting groove 311. At this time, the elastic member 33 is freely extended, so that the end block 34 is abutted into the fitting groove 311, and the sealing block 31 is fixed in the grouting hole 11 to reduce the phenomenon that foreign objects pass through the grouting hole 11.

The bearing plate 1 is reinforced: the counter-puller bar 54 is screwed so that one end of the counter-puller bar 54 close to the base block 6 is screwed into the internally threaded sleeve 52. At this time, the bearing plate 1, the opposite tension rod 54, the internal thread sleeve 52, the pre-pile 51 and the foundation block 6 are fixedly connected into a whole. Finally, the bearing plate 1 and the foundation block 6 are fixedly connected through the fixing bolts 4, and the bearing plate 1 simultaneously pulls the plots on two sides of the crack, so that the crack is further reduced, and the leakage of the basement bottom plate is reduced.

The above embodiments are preferred embodiments of the present application, and the protection scope of the present application is not limited by the above embodiments, 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. The utility model provides a basement bottom plate seepage processing apparatus which characterized in that: comprises a bearing plate (1), at least one abutting square tube (2) and a plurality of fixing bolts (4); the butt square barrel (2) is arranged on the bearing plate (1), one end, far away from the bearing plate (1), of the butt square barrel (2) is located in a crack of the foundation block (6), and the fixing bolt (4) is used for fixing the bearing plate (1) on the foundation block (6); the bearing plate (1) is provided with a grouting hole (11) corresponding to the abutting square barrel (2), and the grouting hole (11) is used for enabling concrete slurry to penetrate through the bearing plate (1) and enter the abutting square barrel (2); the butt square barrel (2) is provided with a plurality of grout permeating holes (21) in a penetrating mode, and the grout permeating holes (21) are used for enabling concrete grout to penetrate through the butt square barrel (2) so as to fill cracks.

2. The basement floor leak handling device of claim 1, wherein: at least one through hole (22) penetrates through the abutting square tube (2), and an extension column (23) penetrates through the abutting square tube (2) at the through hole (22).

3. The basement floor leak handling device of claim 2, wherein: the butt square tube (2) is provided with two butt blocks (221) in the through hole (22) relatively, a guide groove (233) for the butt blocks (221) to slide into is arranged on the side wall of the extension column (23), and the length of the guide groove (233) is smaller than that of the extension column (23).

4. The basement floor leak handling device of claim 2, wherein: the extension column (23) is provided with a guide inclined plane (231) at one end in the abutting square tube (2).

5. The basement floor leak handling device of claim 2, wherein: the extension post (23) is located the outer one end of butt square tube (2) and is provided with limiting plate (232), be provided with subsider (24) that supply limiting plate (232) to go into on the lateral wall of butt square tube (2), offset limiting plate (232) and butt square tube (2) magnetism attract mutually.

6. The basement floor leak handling device of claim 1, wherein: a stabilizing component (3) is arranged in the grouting hole (11) of the bearing plate (1), and the stabilizing component (3) comprises a sealing block (31), an elastic piece (33) and an end block (34); an inner embedded groove (12) is formed in the inner side wall of the grouting hole (11) of the bearing plate (1), one end of the elastic piece (33) is arranged in the inner embedded groove (12), and the end part block (34) is arranged at one end, facing the grouting hole (11), of the elastic piece (33); the seal block (31) is provided with an adapting groove (311) for the end block (34) to abut into.

7. The basement floor leak handling device of claim 6, wherein: the stabilizing assembly (3) further comprises a pulling part (32), wherein the pulling part (32) comprises a connecting rod (321) and a plurality of external ring plates (322); the connecting rod (321) is arranged on the sealing block (31), and one end, far away from the sealing block (31), of the connecting rod (321) is located in the abutting square tube (2); all the external connection ring plates (322) are arranged on the connecting rod (321) at intervals, and the outer diameter of the adjacent external connection ring plates (322) is increased or decreased progressively along the extending direction of the connecting rod (321).

8. The basement floor leak handling device of claim 1, wherein: the bearing plate is characterized by further comprising a reinforcing component (5) used for fixing the bearing plate (1) on the foundation block (6), wherein the reinforcing component (5) comprises a preset pile (51), an internal thread sleeve (52) and a tension rod (54); the preset pile (51) is arranged in the foundation block (6), and the internal thread sleeve (52) is arranged in the preset pile (51); the pair of tension rods (54) are in threaded fit on the bearing plate (1), and one end of each tension rod (54), close to the ground base block (6), is in threaded fit in the corresponding internal threaded sleeve (52).

9. The basement floor leak handling device of claim 8, wherein: the reinforcing component (5) further comprises a positioning ring plate (53), the positioning ring plate (53) is arranged around the outer peripheral wall of the internal thread sleeve (52), and a limiting groove (61) for the positioning ring plate (53) to abut into is arranged on the foundation block (6).

10. The application method of the basement floor seepage treatment device according to any one of claims 1-9, wherein the method comprises the following steps: the method comprises the following application steps: filling cracks: the abutting square tube (2) abuts against the crack of the foundation block (6), and the bearing plate (1) abuts against the side wall of the foundation block (6) facing to each other; the tool is pressed into the square abutting cylinder (2) so that the extension column (23) slides towards the direction far away from the square abutting cylinder (2); concrete slurry is injected into the grouting holes (11) to fill the cracks; plugging grouting holes: pressing the end block (34) by a tool such that the end block (34) slides into the inner caulking groove (12); the positioning piece penetrates through the grouting hole (11) and is abutted into the abutting square barrel (2), and the sealing block (31) is abutted into the grouting hole (11); the inner embedded groove (12) is aligned with the adapting groove (311), the elastic piece (33) is freely extended, so that the end block (34) is abutted into the adapting groove (311), and the sealing block (31) is positioned in the grouting hole (11); and (3) reinforcing the bearing plate: screwing the counter-pulling rod (54) so that the counter-pulling rod (54) is screwed in the internal thread sleeve (52); and finally, fixedly connecting the bearing plate (1) and the foundation block (6) through a fixing bolt (4).