CN218437005U - Cast-in-place pile construction mould - Google Patents
Cast-in-place pile construction mould Download PDFInfo
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- CN218437005U CN218437005U CN202222622041.7U CN202222622041U CN218437005U CN 218437005 U CN218437005 U CN 218437005U CN 202222622041 U CN202222622041 U CN 202222622041U CN 218437005 U CN218437005 U CN 218437005U
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Abstract
The utility model relates to the technical field of cast-in-place pile construction molds, in particular to a cast-in-place pile construction mold, which comprises a mold body, a lantern ring, a level gauge and a lifting mechanism, wherein the mold body is tubular; the lantern ring is coaxially sleeved on the periphery of the die body and is connected with the die body; the level gauge is arranged on the lantern ring and is suitable for detecting and displaying the levelness of the lantern ring; the lifting mechanism comprises at least three groups of lifting adjusting components distributed along the circumferential direction of the lantern ring; the bottom end of the lifting adjusting assembly is suitable for contacting the ground; wherein, the lantern ring with the lift adjustment subassembly is connected to through lift adjustment subassembly adjustment levelness. The utility model provides a bored concrete pile construction mould, elevating system can adjust the lantern ring according to the levelness that the spirit level showed, and then realize the purpose of the levelness of adjustment mould body, when pouring the bored concrete pile, avoid taking place the bored concrete pile slope.
Description
Technical Field
The utility model relates to a bored concrete pile construction mould technical field, concretely relates to bored concrete pile construction mould.
Background
The construction process of the construction project of the wind power plant mainly comprises the following steps: road construction inside and outside the wind power plant, power transmission line construction inside and outside the wind power plant, foundation construction of a wind turbine generator and a box transformer substation, hoisting of the wind turbine generator, civil engineering of a booster station, electrical installation and debugging and the like. In the construction of power transmission lines inside and outside a wind power plant, the foundation construction of the current collection overhead line is an important construction link, the construction link comprises foundation cast-in-place pile construction, a cast-in-place pile construction mold is required during the construction of the foundation cast-in-place pile, and the concrete casting of the cast-in-place pile at the later stage is facilitated.
The existing cast-in-place pile construction mould often has a horizontal error which is difficult to adjust when being sleeved, and when the cast-in-place pile is poured, the cast-in-place pile is easy to incline.
SUMMERY OF THE UTILITY MODEL
Therefore, the to-be-solved technical problem of the utility model lies in overcoming the bored concrete pile construction mould among the prior art when cup jointing, often has the defect of the difficult horizontal error of adjusting to a bored concrete pile construction mould is provided.
In order to solve the problems, the utility model provides a cast-in-place pile construction mould, which comprises a mould body, a lantern ring, a level gauge and a lifting mechanism, wherein the mould body is tubular; the lantern ring is coaxially sleeved on the periphery of the die body and is connected with the die body; the level gauge is arranged on the lantern ring and is suitable for detecting and displaying the levelness of the lantern ring; the lifting mechanism comprises at least three groups of lifting adjusting components distributed along the circumferential direction of the lantern ring; the bottom end of the lifting adjusting assembly is suitable for contacting the ground; wherein, the lantern ring with the lift adjustment subassembly is connected to through lift adjustment subassembly adjustment levelness.
The utility model provides a bored concrete pile construction mould, the lift adjustment subassembly includes:
a ground plate adapted to contact a ground;
the bottom end of the adjusting cylinder is rotatably connected with the grounding disc;
the bottom end of the adjusting rod is fixedly connected with the adjusting cylinder, and the top end of the adjusting rod is in threaded connection with the lantern ring.
The utility model provides a cast-in-place pile construction mould, the ground plate is an annular plate, and the bottom end of the adjusting cylinder is rotatably connected with the inner ring of the ground plate; the lifting adjusting assembly further comprises a drill wheel, one end of the drill wheel is fixedly connected with the bottom end of the adjusting rod, and the other end of the drill wheel penetrates through the adjusting cylinder and the grounding disc to extend to the position below the grounding disc.
The utility model provides a bored concrete pile construction mould, be equipped with at least three edge on the lantern ring the connecting hole that the circumference of the lantern ring distributes, every the solid fixed ring of equal fixedly connected with in the connecting hole, the top of adjusting the pole with gu fixed ring threaded connection, every group the lift adjustment subassembly all matches one gu fixed ring.
The utility model provides a bored concrete pile construction mould, it is at least three connecting hole and three group at least the lift adjustment subassembly is all followed the circumference evenly distributed of the lantern ring.
The utility model provides a cast-in-place pile construction mould, the lifting adjusting component also comprises at least two handle columns, one end of each handle column is fixedly connected with the periphery of the adjusting cylinder, and the other end extends outwards along the radial direction of the adjusting cylinder; and at least two handle columns are distributed along the circumferential direction of the adjusting cylinder.
The utility model provides a bored concrete pile construction mould, the spirit level includes panel board and the bubble of activity setting in the panel board, the panel board sets up the top of the lantern ring, and with the top surface of the lantern ring is in same levelness, be equipped with the annular channel and many radial channels of many coaxial settings on the panel board, many the annular channel is along the radial interval distribution in proper order of panel board, every radial channel all matches a set of lift adjustment subassembly.
The utility model provides a bored concrete pile construction mould still includes fixed establishment, include three at least group edges the fixed subassembly of the circumference distribution of the lantern ring, fixed subassembly is connected on the lantern ring, and with the fixed butt in periphery of mould body.
The utility model provides a bored concrete pile construction mould, fixed subassembly includes:
the fixing plate is vertically connected to the lantern ring and is positioned at the inner ring of the lantern ring; the fixing plate is provided with at least one threaded hole;
and the fastening bolt is connected at the threaded hole and fixedly abutted against the periphery of the die body.
The utility model provides a bored concrete pile construction mould, still including connecing the material funnel, connect the material funnel to include:
the bottom end of the funnel body extends into the die body, and the top end of the funnel body is erected at the top end of the die body;
the at least two handle portions are arranged on the periphery of the top end of the funnel body in a protruding mode and distributed along the circumferential direction of the funnel body.
The utility model has the advantages of it is following:
1. the utility model provides a bored concrete pile construction mould is provided with mould body, the lantern ring, spirit level and elevating system, and the spirit level that the spirit level can show the lantern ring and mould body, and elevating system can adjust the lantern ring according to the levelness that the spirit level shows, and then realizes the purpose of the levelness of adjustment mould body, when pouring the bored concrete pile, avoids taking place the bored concrete pile slope. The elevating system includes at least three sets of lift adjustment assembly along the axial distribution of the lantern ring, when the spirit level shows that the levelness of the lantern ring squints to certain direction, the adjustable height of support to the lantern ring that is located this direction or is close to the lift adjustment assembly in this direction, and then realizes the regulation to the levelness of the lantern ring.
Drawings
In order to more clearly illustrate the embodiments of the present invention or the technical solutions in the prior art, the drawings used in the embodiments or the technical solutions in the prior art will be briefly described below, and it is obvious that the drawings in the following description are some embodiments of the present invention, and for those skilled in the art, other drawings can be obtained according to these drawings without creative efforts.
Fig. 1 shows an installation explosion diagram of the cast-in-place pile construction mold of the present invention;
fig. 2 shows a schematic diagram of the cast-in-place pile construction mold of the present invention;
fig. 3 shows an installation explosion diagram of the elevation adjustment assembly of the cast-in-place pile construction mold of the present invention;
fig. 4 shows the schematic view of the receiving funnel of the present invention.
Description of reference numerals:
1. a mold body; 2. a collar; 21. a fixing ring; 3. a level gauge; 4. a lift adjustment assembly; 41. a grounding plate; 42. an adjusting cylinder; 43. adjusting a rod; 44. drilling a wheel; 45. a handle post; 5. a fixing mechanism; 51. a fixing plate; 52. fastening a bolt; 6. a material receiving funnel; 61. a funnel body; 62. a handle portion.
Detailed Description
The technical solution of the present invention will be described clearly and completely with reference to the accompanying drawings, and obviously, the described embodiments are some, but not all embodiments of the present invention. Based on the embodiments in the present invention, all other embodiments obtained by a person skilled in the art without creative work belong to the protection scope of the present invention.
In the description of the present invention, it should be noted that the terms "center", "upper", "lower", "left", "right", "vertical", "horizontal", "inner", "outer", and the like indicate orientations or positional relationships based on the orientations or positional relationships shown in the drawings, and are only for convenience of description and simplification of description, but do not indicate or imply that the device or element referred to must have a specific orientation, be constructed and operated in a specific orientation, and thus, should not be construed as limiting the present invention. Furthermore, the terms "first," "second," and "third" are used for descriptive purposes only and are not to be construed as indicating or implying relative importance.
In the description of the present invention, it is to be noted that, unless otherwise explicitly specified or limited, the terms "mounted," "connected," and "connected" are to be construed broadly, and may be, for example, fixedly connected, detachably connected, or integrally connected; can be mechanically or electrically connected; they may be connected directly or indirectly through intervening media, or they may be interconnected between two elements. The specific meaning of the above terms in the present invention can be understood according to specific situations by those skilled in the art.
Furthermore, the technical features mentioned in the different embodiments of the present invention described below can be combined with each other as long as they do not conflict with each other.
As shown in fig. 1 to 4, the present embodiment discloses a cast-in-place pile construction mold, which includes a mold body 1, a collar 2, a level 3, and a lifting mechanism, wherein the mold body 1 is tubular; the lantern ring 2 is coaxially sleeved on the periphery of the die body 1 and is connected with the die body 1; the level 3 is arranged on the lantern ring 2 and is suitable for detecting and displaying the levelness of the lantern ring 2; the lifting mechanism comprises at least three groups of lifting adjusting components 4 distributed along the circumferential direction of the lantern ring 2; the bottom end of the lifting adjusting component 4 is suitable for contacting the ground; wherein, the lantern ring 2 with lift adjustment assembly 4 is connected to through lift adjustment assembly 4 adjustment levelness.
Bored concrete pile construction mould is provided with mould body 1, the lantern ring 2, spirit level 3 and elevating system, and spirit level 3 can show the levelness of the lantern ring 2 and mould body 1, and elevating system can adjust the lantern ring 2 according to the levelness that spirit level 3 shows, and then realizes the purpose of adjusting the levelness of mould body 1, when pouring the bored concrete pile, avoids taking place the bored concrete pile slope. The elevating system includes at least three sets of lift adjustment assembly 4 along the axial distribution of the lantern ring 2, when spirit level 3 shows that the levelness of the lantern ring 2 shifts to a certain direction, the adjustable height of support to the lantern ring 2 that is located this direction or is close to this direction lift adjustment assembly 4, and then the regulation to the levelness of the lantern ring 2 of realization.
In this embodiment, the lifting adjusting assembly 4 includes a grounding plate 41, an adjusting cylinder 42 and an adjusting rod 43; the ground plate 41 is adapted to contact the ground; the bottom end of the adjusting cylinder 42 is rotatably connected with the grounding plate 41; the bottom end of the adjusting rod 43 is fixedly connected with the adjusting cylinder 42, and the top end is in threaded connection with the lantern ring 2.
When the levelness that 3 levels show 2 of lantern rings does not satisfy the levelness requirement of mould body 1, can adjust the regulation pole 43 that corresponds the lift adjusting part 4 of position and the position relation of lantern ring 2 according to the levelness that 3 levels show, just also adjust the support height of adjusting the pole 43 to 2 lantern rings, and then the levelness of adjustment lantern ring 2. When the levelness needs to be adjusted, the adjusting cylinder 42 can be rotated forward or backward, so that the adjusting rod 43 is driven to rotate, and as the adjusting rod 43 is in threaded connection with the lantern ring 2, the height of the adjusting rod 43 between the lantern ring 2 and the grounding disc 41 changes when the adjusting rod 43 rotates, namely the supporting height of the adjusting rod 43 to the lantern ring 2 changes, so that the levelness of the lantern ring 2 can be adjusted.
As an alternative embodiment, the elevation adjustment means 4 may include a ground plate 41, an adjustment cylinder 42, and an adjustment rod 43, a bottom end of the adjustment cylinder 42 is fixedly connected to the ground plate 41, a top end of the adjustment rod 43 is fixedly connected to the collar 2, a bottom end thereof is screwed to the adjustment cylinder 42, and a handle bar for applying a rotational force to the adjustment rod 43 is provided on an outer circumference of the adjustment rod 43.
In this embodiment, the grounding plate 41 is an annular plate, and the bottom end of the adjusting cylinder 42 is rotatably connected to the inner ring of the grounding plate 41; the lifting adjusting assembly 4 further comprises a drill wheel 44, one end of the drill wheel 44 is fixedly connected with the bottom end of the adjusting rod 43, and the other end of the drill wheel 44 passes through the adjusting cylinder 42 and the grounding plate 41 and extends to the lower part of the grounding plate 41. The drill wheel 44 can be rotatably driven into the ground during installation of the elevation adjustment assembly 4, and the ground engaging plate 41 can be fixedly attached to the ground.
In this embodiment, be equipped with at least three along the connecting hole of the circumference distribution of the lantern ring 2 on the lantern ring 2, every equal fixedly connected with in the connecting hole is fixed ring 21, the top of adjusting pole 43 with fixed ring 21 threaded connection, every group the lift adjusting part 4 all matches one fixed ring 21. The fixing ring 21 can extend the length of the threaded connection between the adjusting rod 43 and the fixing ring 21, and can enhance the strength of the lantern ring 2, so that the adjusting rod 43 can be fixedly connected without arranging a thick lantern ring 2.
As an alternative embodiment, the fixing ring 21 may not be connected to the connection hole, and the adjustment rod 43 may be directly screwed to the connection hole.
In this embodiment, at least three connecting holes and at least three sets of lifting adjusting assemblies 4 are uniformly distributed along the circumferential direction of the lantern ring 2. The lifting adjusting component 4 can realize uniform adjustment.
In the preferred embodiment, there are four connecting holes, and four sets of lifting adjusting assemblies 4 are correspondingly provided.
In this embodiment, the lifting adjusting assembly 4 further includes at least two handle posts 45, one end of each handle post 45 is fixedly connected to the outer periphery of the adjusting cylinder 42, and the other end extends outward along the radial direction of the adjusting cylinder 42; and at least two handle posts 45 are distributed along the circumferential direction of the adjusting cylinder 42. The operator is convenient to apply a rotating force to the adjustment cylinder 42 through the handlebar post 45, and the adjustment of the levelness can be easily achieved without tools. At least two handle columns 45 are uniformly distributed along the circumferential direction of the adjusting cylinder 42, and the number of the handle columns 45 can be two, or three or four or more. The handle post 45 is a cylinder, which is convenient for holding and applying force. One end of the handle post 45 is welded to the outer periphery of the adjustment cylinder 42.
In this embodiment, spirit level 3 includes panel board and the activity bubble of setting in the panel board, the panel board sets up the top of the lantern ring 2, and with the top surface of the lantern ring 2 is in same levelness, be equipped with many coaxial setting's annular channel and many radial passageways on the panel board, many the annular channel is along the radial interval distribution in proper order of panel board, every radial passageway all matches a set of lift adjustment subassembly 4.
The connecting line between the centers of each group of lifting adjusting components 4 and the lantern ring 2 is parallel to a radial channel. When the bubbles are positioned in the center of the instrument panel, the levelness meets the requirement, and when the bubbles deviate from the center of the instrument panel, if the instrument panel enters the radial channel, the supporting height of the lifting adjusting component 4 corresponding to the radial channel is finely adjusted, so that the bubbles are adjusted back to the center; if the bubbles are in the annular channel, the bubbles find out two closest radial channels, and the supporting heights of the lifting adjusting assemblies 4 corresponding to the two radial channels are finely adjusted.
Still include among the bored concrete pile construction mould of this embodiment fixed establishment 5, include three at least groups edges the fixed subassembly of the circumference distribution of lantern ring 2, fixed subassembly is connected on the lantern ring 2, and with the fixed butt in periphery of mould body 1. Fixed subassembly can realize the fixed connection of mould body 1 and lantern ring 2 in circumference, plays fixed mould body 1's effect, has improved the stability that mould body 1 concreted. Further, at least three sets of fixation assemblies are evenly distributed along the circumference of the collar 2. In a preferred embodiment, the securing assembly has four sets.
In this embodiment, the fixing assembly includes a fixing plate 51 and a fastening bolt 52. The fixing plate 51 is vertically connected to the lantern ring 2 and is positioned at the inner ring of the lantern ring 2; at least one threaded hole is formed in the fixing plate 51; the fastening bolt 52 is connected to the threaded hole and is fixedly abutted against the outer periphery of the die body 1. The fixing plate 51 and the die body 1 can be fixedly connected by screwing the fastening bolt 52, the lantern ring 2 and the die body 1 can be fixedly connected, and the fixing plate 51 and the die body 1 can be detached by screwing the fastening bolt 52 reversely.
In this embodiment, the material receiving funnel 6 is further included, and the material receiving funnel 6 includes a funnel body 61 and at least two handle parts 62; the bottom end of the funnel body 61 extends into the die body 1, and the top end of the funnel body is erected at the top end of the die body 1; at least two handle parts 62 are convexly arranged on the periphery of the top end of the funnel body 61 and are distributed along the circumferential direction of the funnel body 61. The material receiving funnel 6 can play a role in preventing splashing in the process of pouring concrete. The handle portion 62 facilitates the force applied by the operator to lap the funnel body 61 within the die body 1. The handle portion 62 is welded to the top end of the funnel body 61.
The operator mentioned in this embodiment may be an operator, or may be an operating machine, such as a hoisting machine.
The assembly steps of the cast-in-place pile construction mold of the embodiment comprise:
the adjusting cylinder 42 is rotated by applying force through the handle column 45, the adjusting rod 43 and the drilling wheel 44 are driven to rotate, and the drilling wheel 44 drills into the ground until the grounding disc 41 contacts the ground; after the at least three sets of lifting adjusting assemblies 4 are initially installed, the lantern ring 2 can be installed at the top end of the lifting adjusting assemblies 4, then the connecting holes are aligned to the top end of the adjusting rod 43, and the adjusting rod 43 is rotated to connect the adjusting rod 43 with the lantern ring 2; sleeving the die body 1 in the lantern ring 2 and fixedly connecting the die body with the lantern ring through a fixing mechanism 5; and then checking the position of the air bubble in the level 3, and adjusting the supporting height of the corresponding lifting adjusting component 4 according to the position of the air bubble.
It should be understood that the above examples are only for clarity of illustration and are not intended to limit the embodiments. Other variations and modifications will be apparent to persons skilled in the art in light of the above description. And are neither required nor exhaustive of all embodiments. And obvious variations or modifications therefrom are within the scope of the invention.
Claims (10)
1. A bored concrete pile construction mould, characterized by, includes:
the mould body (1) is tubular;
the lantern ring (2) is coaxially sleeved on the periphery of the die body (1) and is connected with the die body (1);
a level (3) arranged on the collar (2) and adapted to detect and display the levelness of the collar (2);
the lifting mechanism comprises at least three groups of lifting adjusting components (4) distributed along the circumferential direction of the lantern ring (2); the bottom end of the lifting adjusting component (4) is suitable for contacting the ground;
wherein, the lantern ring (2) is connected with the lifting adjusting component (4), and the levelness is adjusted through the lifting adjusting component (4).
2. Cast-in-place pile construction mould according to claim 1, characterized in that the lifting adjustment assembly (4) comprises:
a ground plate (41) adapted to contact the ground;
the bottom end of the adjusting cylinder (42) is rotatably connected with the grounding plate (41);
and the bottom end of the adjusting rod (43) is fixedly connected with the adjusting cylinder (42), and the top end of the adjusting rod is in threaded connection with the lantern ring (2).
3. A cast-in-place pile construction mould according to claim 2, characterized in that the ground disc (41) is an annular disc, the bottom end of the adjusting cylinder (42) being rotatably connected to an inner ring of the ground disc (41); the lifting adjusting assembly (4) further comprises a drill wheel (44), one end of the drill wheel (44) is fixedly connected with the bottom end of the adjusting rod (43), and the other end of the drill wheel (44) penetrates through the adjusting cylinder (42) and the grounding disc (41) to extend to the position below the grounding disc (41).
4. The cast-in-place pile construction mold according to claim 2, wherein the lantern ring (2) is provided with at least three connecting holes distributed along the circumferential direction of the lantern ring (2), each connecting hole is fixedly connected with a fixing ring (21), the top end of the adjusting rod (43) is in threaded connection with the fixing ring (21), and each group of the lifting adjusting assemblies (4) is matched with one fixing ring (21).
5. Cast-in-place pile construction mould according to claim 4, characterized in that at least three of said connecting holes and at least three sets of said lifting adjustment assemblies (4) are all evenly distributed along the circumference of said collar (2).
6. A cast-in-place pile construction mold according to claim 2, characterized in that the lifting adjustment assembly (4) further comprises at least two handle columns (45), one end of the handle columns (45) is fixedly connected with the periphery of the adjustment cylinder (42), and the other end extends outwards along the radial direction of the adjustment cylinder (42); and at least two handle columns (45) are distributed along the circumferential direction of the adjusting cylinder (42).
7. Cast-in-place pile construction mold according to any one of claims 1 to 6, characterized in that the level (3) comprises an instrument panel and air bubbles movably arranged in the instrument panel, the instrument panel is arranged at the top of the collar (2) and is at the same level with the top surface of the collar (2), a plurality of coaxially arranged annular channels and a plurality of radial channels are arranged on the instrument panel, the annular channels are sequentially distributed at intervals along the radial direction of the instrument panel, and each radial channel is matched with one set of the lifting adjusting component (4).
8. Cast-in-place pile construction mould according to any one of claims 1-6, characterized by further comprising a fixing mechanism (5) comprising at least three sets of fixing assemblies distributed along the circumference of the collar (2), said fixing assemblies being connected to the collar (2) and being in fixed abutment with the periphery of the mould body (1).
9. The cast-in-place pile construction mold of claim 8, wherein the fixing assembly comprises:
a fixing plate (51) vertically connected to the collar (2) and located at an inner ring of the collar (2); the fixing plate (51) is provided with at least one threaded hole;
and the fastening bolt (52) is connected at the threaded hole and is fixedly abutted against the periphery of the die body (1).
10. A cast-in-place pile construction mold according to any one of claims 1-6 and 9, further comprising a receiving funnel (6), wherein the receiving funnel (6) comprises:
the bottom end of the funnel body (61) extends into the die body (1), and the top end of the funnel body is overlapped with the top end of the die body (1);
and the at least two handle parts (62) are arranged on the periphery of the top end of the funnel body (61) in a protruding mode and are distributed along the circumferential direction of the funnel body (61).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202222622041.7U CN218437005U (en) | 2022-09-30 | 2022-09-30 | Cast-in-place pile construction mould |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202222622041.7U CN218437005U (en) | 2022-09-30 | 2022-09-30 | Cast-in-place pile construction mould |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN218437005U true CN218437005U (en) | 2023-02-03 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202222622041.7U Active CN218437005U (en) | 2022-09-30 | 2022-09-30 | Cast-in-place pile construction mould |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN218437005U (en) |
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2022
- 2022-09-30 CN CN202222622041.7U patent/CN218437005U/en active Active
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