CN218562387U - Pile foundation engineering foundation reinforcing apparatus - Google Patents
Pile foundation engineering foundation reinforcing apparatus Download PDFInfo
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- CN218562387U CN218562387U CN202222749727.2U CN202222749727U CN218562387U CN 218562387 U CN218562387 U CN 218562387U CN 202222749727 U CN202222749727 U CN 202222749727U CN 218562387 U CN218562387 U CN 218562387U
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- foundation
- pile
- foundation pile
- iron sheet
- saddle
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- 230000003014 reinforcing effect Effects 0.000 title claims abstract description 13
- XEEYBQQBJWHFJM-UHFFFAOYSA-N Iron Chemical compound [Fe] XEEYBQQBJWHFJM-UHFFFAOYSA-N 0.000 claims abstract description 56
- 229910052742 iron Inorganic materials 0.000 claims abstract description 28
- 238000003466 welding Methods 0.000 claims abstract description 6
- 230000005484 gravity Effects 0.000 claims description 19
- 230000005389 magnetism Effects 0.000 claims 1
- 238000005728 strengthening Methods 0.000 claims 1
- 238000001179 sorption measurement Methods 0.000 abstract description 3
- 230000006641 stabilisation Effects 0.000 abstract description 2
- 238000011105 stabilization Methods 0.000 abstract description 2
- 238000009434 installation Methods 0.000 description 2
- 230000009286 beneficial effect Effects 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 238000002347 injection Methods 0.000 description 1
- 239000007924 injection Substances 0.000 description 1
- 230000010354 integration Effects 0.000 description 1
- 238000010030 laminating Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 239000011435 rock Substances 0.000 description 1
- 239000002689 soil Substances 0.000 description 1
- 239000000243 solution Substances 0.000 description 1
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Abstract
The utility model discloses a pile foundation engineering foundation reinforcing apparatus relates to foundation stabilization technical field, including building ground, level (l) ing mechanism and saddle, the inside on building ground has been seted up and has been pour the groove, the through-hole has been seted up on the surface of foundation pile, level (l) ing mechanism is located the first section surface of foundation pile, the positive surface adsorption of iron sheet has the magnetic sheet, the lower extreme of diaphragm is connected with the rope, the below middle part of iron sheet is provided with the marking, the saddle is located the left and right sides of pouring the groove upper surface, the outer surface welding of dead lever has the down tube. The utility model discloses the connecting rod has all been welded to the left and right sides of well foundation pile, toward pouring the inside injected concrete in groove, enlarges the area of contact of foundation pile and concrete through setting up of connecting rod to strengthen the stability of foundation pile, the through-hole has been seted up on the surface of foundation pile, inside the concrete passes through the through-hole and gets into the foundation pile, make the inside concrete intercommunication outside with the foundation pile of foundation pile, further strengthened the stability of foundation pile.
Description
Technical Field
The utility model relates to a foundation stabilization technical field specifically is a pile foundation engineering foundation reinforcing apparatus.
Background
The foundation is a foundation which is formed by piles arranged in rock soil and bearing platforms connected with pile tops together or a single-pile foundation formed by directly connecting piles and piles, and belongs to a part which is vital in pile foundation engineering.
When current ground stake installation, through at first chisel out a hole on ground, insert the hole with the lower extreme of ground stake in, the concrete of pouring again consolidates, the ground stake sets up to the cylinder structure usually, therefore the joint strength of ground stake and concrete is big inadequately, secondly can not ensure when inserting the hole with ground stake structure ground stake perpendicular, and when pouring the concrete, the ground stake is crooked easily under the impact of concrete, for this, urgently needed a pile foundation engineering foundation reinforcing apparatus.
SUMMERY OF THE UTILITY MODEL
Based on this, the utility model aims at providing a pile foundation engineering ground reinforcing apparatus to when solving current ground stake installation, through at first digging out a hole on ground, insert the lower extreme of ground stake in the hole, the concrete of pouring again consolidates, ground stake sets up to the cylinder structure usually, therefore ground stake is big inadequately with the joint strength of concrete, secondly can not ensure ground stake perpendicular when inserting the ground stake structure in the hole, and when pouring the concrete, the easy crooked problem of ground stake under the impact of concrete.
In order to achieve the above purpose, the utility model provides a following technical scheme: the utility model provides a pile foundation engineering foundation reinforcing apparatus, includes building ground, horizontal adjustment mechanism and saddle, the inside on building ground has been seted up and has been pour the groove, and has placed the foundation pile in the inside of pouring the groove, the through-hole has been seted up on the surface of foundation pile, and the left and right sides of foundation pile all welds the connecting rod.
Horizontal adjustment mechanism is located the first half section surface of foundation pile, and horizontal adjustment mechanism includes iron sheet, magnetic sheet, diaphragm, rope, circular cone gravity piece and marking, the positive surface adsorption of iron sheet has the magnetic sheet, and the positive surface integration of magnetic sheet installs the diaphragm, the lower extreme of diaphragm is connected with the rope, and the lower extreme of rope is connected with circular cone gravity piece, the below middle part of iron sheet is provided with the marking.
The saddle is located the left and right sides of pouring the groove upper surface, and the lower fixed surface of saddle installs the dead lever, the outer surface welding of dead lever has the down tube, the upper end welding of saddle has spacing, and the inside of spacing has cup jointed the hydraulic stem, the exit end of hydraulic stem is connected with anchor clamps.
Preferably, the connecting rods are symmetrical with each other about a vertical center line of the foundation pile, and the connecting rods are perpendicular to the foundation pile.
Preferably, the iron sheet and the foundation pile surface are welded, the foundation pile is magnetically connected with the transverse plate through the iron sheet and the magnetic plate, and the iron sheet is of an arc-shaped structure.
Preferably, the transverse plate is connected with the conical gravity block through a rope, and the central axis of the marking line and the central axis of the iron sheet are located on the same horizontal line.
Preferably, the fixed rods are parallel to each other, and the inclined rods are symmetrical with each other about a central axis of the fixed rods.
Preferably, the hydraulic rod and the clamp form a telescopic structure, the number of the clamps is two, and the clamps are in an arc structure.
Compared with the prior art, the beneficial effects of the utility model are that:
1. the connecting rods are welded on the left side and the right side of the foundation pile, concrete is poured into the pouring groove, the contact area between the foundation pile and the concrete is enlarged through the arrangement of the connecting rods, so that the stability of the foundation pile is enhanced, the surface of the foundation pile is provided with the through holes, the concrete enters the interior of the foundation pile through the through holes, the interior of the foundation pile is communicated with the concrete outside the foundation pile, and the stability of the foundation pile is further enhanced;
2. the utility model discloses a setting of rope, circular cone gravity piece and marking is convenient for judge whether the foundation pile is parallel, and when the foundation pile slope, the marking slopes thereupon, and circular cone gravity piece is because dead weight reason perpendicular to ground all the time, and the pointed end of circular cone gravity piece does not then explain the foundation pile slope with the marking coincidence, reminds the staff in time to adjust.
3. The utility model discloses well hydraulic stem and anchor clamps constitute extending structure, and the hydraulic stem can promote anchor clamps and be close to the foundation pile, the fixed foundation pile of two anchor clamps for pile remain stable when pouring into concrete.
Drawings
Fig. 1 is a schematic perspective view of the present invention;
fig. 2 is a schematic sectional structure of the present invention;
FIG. 3 is a schematic structural view of the horizontal adjustment mechanism of the present invention;
fig. 4 is an enlarged schematic structural view of a point a in fig. 1 according to the present invention;
fig. 5 is an enlarged schematic structural diagram of the position B in fig. 2 according to the present invention.
In the figure: 1. building a ground; 2. pouring a groove; 3. foundation piles; 4. a through hole; 5. a connecting rod; 6. a horizontal adjustment mechanism; 601. iron sheets; 602. a magnetic plate; 603. a transverse plate; 604. a rope; 605. a conical gravity block; 606. marking lines; 7. a saddle; 8. fixing the rod; 9. a diagonal bar; 10. a limiting frame; 11. a hydraulic rod; 12. and (4) clamping.
Detailed Description
The technical solution in the embodiments of the present invention will be clearly and completely described below with reference to the accompanying drawings in the embodiments of the present invention. The embodiments described below with reference to the accompanying drawings are exemplary only for explaining the present invention, and should not be construed as limiting the present invention.
The following describes an embodiment of the present invention according to its overall structure.
Referring to fig. 1-5, a pile foundation engineering foundation reinforcing device includes a building ground 1, a horizontal adjusting mechanism 6 and a saddle 7, wherein a pouring groove 2 is formed in the building ground 1, a foundation pile 3 is placed in the pouring groove 2, a through hole 4 is formed in the surface of the foundation pile 3, connecting rods 5 are welded to the left side and the right side of the foundation pile 3, the connecting rods 5 are symmetrical with respect to the vertical center line of the foundation pile 3, the connecting rods 5 are perpendicular to the foundation pile 3, the foundation pile 3 is inserted into the pouring groove 2 dug in advance, then concrete is poured into the pouring groove 2, and the contact area between the foundation pile 3 and the concrete is enlarged through the arrangement of the connecting rods 5, so that the stability of the foundation pile 3 is enhanced;
the horizontal adjusting mechanism 6 is positioned on the surface of the upper half section of the foundation pile 3, the horizontal adjusting mechanism 6 comprises an iron sheet 601, a magnetic plate 602, a transverse plate 603, a rope 604, a conical gravity block 605 and a marking 606, the magnetic plate 602 is adsorbed on the front surface of the iron sheet 601, the transverse plate 603 is integrally installed on the front surface of the magnetic plate 602, the iron sheet 601 and the surface of the foundation pile 3 are welded, the foundation pile 3 is magnetically connected with the transverse plate 603 through the iron sheet 601 and the magnetic plate 602, the iron sheet 601 is in an arc-shaped structure, the structure is convenient for the iron sheet 601 to completely attach to the front surface of the foundation pile 3, the transverse plate 603 is fixed through the mutual matching of the iron sheet 601 and the magnetic plate 602, and the transverse plate 603 is convenient to take, the lower end of the transverse plate 603 is connected with a rope 604, the lower end of the rope 604 is connected with a conical gravity block 605, a marking 606 is arranged in the middle of the lower portion of the iron sheet 601, the transverse plate 603 is connected with the conical gravity block 605 through the rope 604, the central axis of the marking 606 is located on the same horizontal line with the central axis of the iron sheet 601, whether the foundation pile 3 is parallel or not is judged conveniently through the arrangement of the rope 604, the conical gravity block 605 and the marking 606, when the foundation pile 3 inclines, the marking 606 inclines along with the inclination, and the conical gravity block 605 is always perpendicular to the ground due to self-weight, so that the tip of the conical gravity block 605 does not coincide with the marking 606, the foundation pile 3 inclines, and a worker is reminded of timely adjusting;
saddle 7 is located the left and right sides of pouring 2 upper surfaces in groove, and the lower fixed surface of saddle 7 installs dead lever 8, the outer skin weld of dead lever 8 has down tube 9, be parallel to each other between the dead lever 8, and about dead lever 8 axis symmetry between the down tube 9, the setting of dead lever 8 and down tube 9 is used for fixing saddle 7 subaerial, and dead lever 8 and down tube 9 all insert building ground 1 inside, and the setting of down tube 9 similar barb structure has increased saddle 7 and building ground 1's stability, the upper end welding of saddle 7 has spacing 10, and the inside of spacing 10 has cup jointed hydraulic stem 11, the exit end of hydraulic stem 11 is connected with anchor clamps 12, hydraulic stem 11 constitutes extending structure with anchor clamps 12, and anchor clamps 12 set up to the arc structure altogether, and spacing 10 is used for fixing the position of hydraulic stem 11, and hydraulic stem 11 can promote anchor clamps 12 and be close to foundation pile 3, and two anchor clamps 12 are fixed pile 3 for pile 3 keeps stable when pouring into concrete.
The working principle is as follows: first insert foundation pile 3 in the groove 2 of pouring dug in advance, get the laminating of magnetic sheet 602 on iron sheet 601, magnetic adsorption through iron sheet 601 and magnetic sheet 602, make diaphragm 603, rope 604 and circular cone gravity piece 605 rigidity, when foundation pile 3 inclines, marking 606 slopes thereupon, circular cone gravity piece 605 is perpendicular to ground all the time because of the dead weight reason, consequently, circular cone gravity piece 605's most advanced does not explain foundation pile 3 slope with marking 606 coincidence, need adjust foundation pile 3 position, the adjustment finishes the back, promote anchor clamps 12 through hydraulic stem 11 and be close to foundation pile 3, two anchor clamps 12 fixed foundation pile 3, make foundation pile 3 remain stable, later toward pouring 2 inside injection concrete of groove, enlarge the area of contact of foundation pile 3 with the concrete through setting up of connecting rod 5, inside concrete accessible through-hole 4 gets into foundation pile 3, make foundation pile 3 inside communicate with the outside concrete of foundation pile 3, foundation pile 3's stability has been strengthened, the utility model discloses an inner structure of hydraulic stem 11 belongs to prior art.
Those not described in detail in this specification are well within the skill of the art.
The terms "central," "longitudinal," "lateral," "front," "rear," "left," "right," "vertical," "horizontal," "top," "bottom," "inner," "outer," and the like are used in the orientation or positional relationship indicated in the drawings for ease of description, but are not intended to indicate or imply that the device or element so referred to must have a particular orientation, be constructed and operated in a particular orientation, and are not to be considered limiting of the scope of the invention.
Although the present invention has been described in detail with reference to the foregoing embodiments, it will be apparent to those skilled in the art that modifications may be made to the embodiments or portions thereof without departing from the spirit and scope of the invention.
Claims (6)
1. The utility model provides a pile foundation engineering foundation reinforcing apparatus, includes building ground (1), level (l) ing mechanism (6) and saddle (7), its characterized in that: a pouring groove (2) is formed in the building ground (1), a foundation pile (3) is placed in the pouring groove (2), through holes (4) are formed in the surface of the foundation pile (3), and connecting rods (5) are welded to the left side and the right side of the foundation pile (3);
the horizontal adjusting mechanism (6) is located on the surface of the upper half section of the foundation pile (3), the horizontal adjusting mechanism (6) comprises an iron sheet (601), a magnetic plate (602), a transverse plate (603), a rope (604), a conical gravity block (605) and a marking (606), the magnetic plate (602) is adsorbed on the front surface of the iron sheet (601), the transverse plate (603) is integrally installed on the front surface of the magnetic plate (602), the rope (604) is connected to the lower end of the transverse plate (603), the conical gravity block (605) is connected to the lower end of the rope (604), and the marking (606) is arranged in the middle of the lower portion of the iron sheet (601);
saddle (7) are located the left and right sides of pouring groove (2) upper surface, and the lower fixed surface of saddle (7) installs dead lever (8), the outer skin weld of dead lever (8) has down tube (9), the upper end welding of saddle (7) has spacing (10), and the inside of spacing (10) has cup jointed hydraulic stem (11), the exit end of hydraulic stem (11) is connected with anchor clamps (12).
2. The pile foundation engineering foundation reinforcing device of claim 1, wherein: the connecting rods (5) are symmetrical about the vertical center line of the foundation pile (3), and the connecting rods (5) are perpendicular to the foundation pile (3).
3. The pile foundation engineering foundation reinforcing device of claim 1, wherein: iron sheet (601) and foundation pile (3) surface set up to the welding, and foundation pile (3) are connected with diaphragm (603) magnetism through iron sheet (601) and magnetic sheet (602) to iron sheet (601) set up to the arc structure.
4. The pile foundation engineering foundation reinforcing device of claim 1, wherein: the transverse plate (603) is connected with the conical gravity block (605) through a rope (604), and the central axis of the marking line (606) and the central axis of the iron sheet (601) are positioned on the same horizontal line.
5. The pile foundation engineering foundation strengthening device of claim 1, characterized in that: the fixing rods (8) are parallel to each other, and the inclined rods (9) are symmetrical with each other about the central axis of the fixing rods (8).
6. The pile foundation engineering foundation reinforcing device of claim 1, wherein: the hydraulic rod (11) and the clamp (12) form a telescopic structure, the two clamps (12) are arranged, and the clamp (12) is of an arc-shaped structure.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202222749727.2U CN218562387U (en) | 2022-10-19 | 2022-10-19 | Pile foundation engineering foundation reinforcing apparatus |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202222749727.2U CN218562387U (en) | 2022-10-19 | 2022-10-19 | Pile foundation engineering foundation reinforcing apparatus |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN218562387U true CN218562387U (en) | 2023-03-03 |
Family
ID=85317396
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202222749727.2U Active CN218562387U (en) | 2022-10-19 | 2022-10-19 | Pile foundation engineering foundation reinforcing apparatus |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN218562387U (en) |
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2022
- 2022-10-19 CN CN202222749727.2U patent/CN218562387U/en active Active
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|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| TR01 | Transfer of patent right | ||
| TR01 | Transfer of patent right |
Effective date of registration: 20240424 Address after: In Datong Industry and Trade Park, Tongling Bridge Economic Development Zone, Suburbs of Tongling City, Anhui Province, 244000 Patentee after: Anhui Yunting Construction Co.,Ltd. Country or region after: China Address before: 415000 No. 660, Sanxing Road, Wuling District, Changde City, Hunan Province Patentee before: Hunan Haoyu Construction Co.,Ltd. Country or region before: China |