CN218643370U - A device for cylindric anchor pile is pour - Google Patents
A device for cylindric anchor pile is pour Download PDFInfo
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- CN218643370U CN218643370U CN202223090099.8U CN202223090099U CN218643370U CN 218643370 U CN218643370 U CN 218643370U CN 202223090099 U CN202223090099 U CN 202223090099U CN 218643370 U CN218643370 U CN 218643370U
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- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
- Y02A—TECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE
- Y02A10/00—TECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE at coastal zones; at river basins
- Y02A10/23—Dune restoration or creation; Cliff stabilisation
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Abstract
The utility model discloses a device for cylindric anchor pile is pour relates to bridge construction field, and the device includes the first convex template of polylith, telescopic machanism and annular skeleton. The first arc-shaped templates are retracted by pushing out through the telescopic mechanism, so that the plurality of first arc-shaped templates form a circle. The device also comprises a plurality of second arc-shaped templates, a hydraulic master control mechanism, a plurality of jacks, an adjusting plate and a hanging ring structure. The circular arc templates are pushed outwards or inwards recovered through the jacks, the hydraulic master control mechanism is arranged on the annular framework, the jacks supporting the multiple spaced circular arc templates through the hydraulic master control mechanism move outwards firstly, when the circular arc templates which move firstly reach the position, the jacks supporting other circular arc templates move secondly, the expansion and contraction of the templates are completed, and adjusting plates are arranged at the joints between the templates to block the template joints. The device can solve the problems that the dismounting process of the vertical mould is complicated, the construction speed is slowed down and the construction efficiency is reduced in the construction in the prior art.
Description
Technical Field
The utility model relates to a bridge construction field, concretely relates to a device that is used for cylindric anchor stake to pour.
Background
The anchoring pile is also called as anti-slide pile, and refers to an anti-slide structure which is buried deeply and anchored in a stable stratum below a sliding surface for bearing the thrust of a landslide, and is a single pile at a certain interval or a row of piles connected by a bearing platform. Mostly, digging reinforced concrete slide-resistant pile, the cross-section is the rectangle. The retaining wall of the anchoring pile has the functions of preventing collapse so as to ensure construction safety and reducing the influence of underground water-cement ratio on the pile core concrete in the pouring process.
The traditional retaining wall construction is generally small at the top and big at the bottom, and a triangular template or a template is adopted for inclined concrete pouring construction, so that the mold is adopted for pouring in the prior art, and the retaining wall is poured by adopting the mold firstly when the cylindrical anchoring pile is poured.
The existing mould for pouring the cylindrical anchoring pile cannot be folded conveniently, and all parts need to be conveyed to construction positions for on-site splicing, so that the construction efficiency is reduced. The mould that can conveniently fold up among the prior art adopts that the upper end diameter is little, and the big awl bucket form template of lower extreme diameter, though can fold up when promoting, opens when transferring, but the anchor pile of pouring is awl bucket pile body, and is not as traditional cylindric pile body in the aspect of suitability, the operation simplicity.
SUMMERY OF THE UTILITY MODEL
To the defect that exists among the prior art, the utility model aims to provide a device for cylindric anchor pile is pour can solve among the prior art perpendicular mould dismouting process loaded down with trivial details in the work progress, drags slow construction speed, reduces the problem of efficiency of construction.
In order to achieve the above purpose, the utility model adopts the technical proposal that:
the utility model provides a device that is used for cylindric anchor stake to pour, include:
an annular skeleton;
a plurality of first circular arc templates which can be spliced into a circle;
the telescopic mechanisms are in one-to-one correspondence with the first arc-shaped templates and are arranged at intervals along the circumferential direction of the annular framework, one end of each telescopic mechanism is connected with the first arc-shaped template, the other end of each telescopic mechanism is connected with the annular framework, and the plurality of first arc-shaped templates can be spliced into a circle when the telescopic mechanisms stretch out.
On the basis of the technical scheme, in some optional schemes, the expansion mechanism further comprises a plurality of second circular arc templates which can be spliced into different circular diameters, the circular diameter formed by splicing each second circular arc template is different from the circular diameter formed by splicing the first circular arc template, and the expansion mechanism can be selectively connected with the first circular arc template or the second circular arc template.
In some optional schemes, the telescopic mechanism comprises two jacks which are arranged at intervals along the central axis direction of the annular framework.
In some optional schemes, the jack is detachably connected with the annular framework.
In some alternatives, the detachable connection is a pinned connection.
In some optional schemes, the jack is connected to the channel steel on the outer side of the annular framework through a pin shaft, and the pin shaft of the jack is connected to the vertical back rib I-steel of the first circular arc-shaped template.
In some optional schemes, the hydraulic main control mechanism is connected with the telescopic mechanisms through two oil pipes, the telescopic mechanisms are continuously numbered along the circumferential direction of the annular framework, one telescopic mechanism is connected with the telescopic mechanism with the odd number, and the other telescopic mechanism is connected with the telescopic mechanism with the even number.
In some optional schemes, a cross support rod is arranged on the inner side of the annular framework and connected with the annular framework, and the hydraulic master control mechanism is arranged on the cross support rod.
In some optional schemes, an adjusting plate is arranged on one side of the first circular arc-shaped template close to other templates.
In some optional schemes, a plurality of hanging ring structures are arranged on the annular framework.
Compared with the prior art, the utility model has the advantages of:
need not to dismantle when transferring the device to appointed position before the construction begins and transfer after the construction from the construction position, can use telescopic machanism to contract the template back, can direct handling, convenient and fast for the construction progress improves work efficiency.
Drawings
In order to more clearly illustrate the technical solutions in the embodiments of the present application, the drawings needed to be used in the description of the embodiments are briefly introduced below, and it is obvious that the drawings in the following description are only some embodiments of the present application, and it is obvious for those skilled in the art to obtain other drawings based on these drawings without creative efforts.
Fig. 1 is the embodiment of the present invention, which is a schematic structural view of a pouring device for cylindrical anchor piles.
In the figure: 1. an annular skeleton; 2. a hydraulic master control mechanism; 3. a first circular arc-shaped template; 4. a telescoping mechanism; 5. a hanging ring structure; 6. a cross support bar; 7. an adjusting plate.
Detailed Description
In order to make the objects, technical solutions and advantages of the embodiments of the present application clearer, the technical solutions in the embodiments of the present application will be clearly and completely described below with reference to the drawings in the embodiments of the present application, and it is obvious that the described embodiments are some embodiments of the present application, but not all embodiments. All other embodiments, which can be derived by a person skilled in the art from the embodiments given herein without making any creative effort, shall fall within the protection scope of the present application.
The following describes an embodiment of the device for casting a cylindrical anchor pile in further detail with reference to the accompanying drawings.
As shown in fig. 1, the present invention provides an embodiment of a device for cylindrical anchor pile casting, comprising: an annular skeleton 1;
a plurality of first circular arc templates 3 which can be spliced into a circle;
the telescopic mechanisms 4 are in one-to-one correspondence with the first circular arc templates 3 and are arranged at intervals along the circumferential direction of the annular framework 1, one ends of the telescopic mechanisms 4 are connected with the first circular arc templates 3, the other ends of the telescopic mechanisms 4 are connected with the annular framework 1, and the telescopic mechanisms 4 can enable the first circular arc templates 3 to be spliced into a circle when extending out.
In this embodiment, the first arc-shaped formworks 3 are pushed out to reach the designated positions by manually operating the telescoping mechanism 4, and then the remaining first arc-shaped formworks 3 are pushed out to form a cylindrical retaining wall pouring formwork. The device easy operation, convenient and fast need not the scene concatenation, can select the specification of the first convex template 3 of use according to the diameter of the cylindric anchor stake of pouring in advance, can improve work efficiency, reduction of erection time.
In some optional embodiments, the template further comprises a plurality of second circular arc templates which can be spliced into different circular diameters, the circular diameter formed by splicing each second circular arc template is different from the circular diameter formed by splicing the first circular arc template 3, and the telescopic mechanism 4 can be selectively connected with the first circular arc template 3 or the second circular arc template.
In this embodiment, first circular arc template 3 can be changed into rather than forming the circular diameter different circular arc template, changes through the dismantlement to the template and can reach the diameter that changes the cylindric anchor pile of pouring in the certain limit, can be applicable to pouring of the cylindric anchor pile of different diameters, more has the universality in the in-service use.
In some alternative embodiments, the telescoping mechanism 4 includes two jacks spaced apart along the central axis of the ring frame 1.
In this embodiment, the jack has a good supporting effect, the structure is simple, the jack is not easy to break down when in use, the jack is suitable for the environment with low cleanliness on a construction site, the operation of the whole device is smoother, and the jack connection between each first arc-shaped template 3 and two vertical direction jacks can make the support of the whole template more stable.
In some alternative embodiments, the jack is detachably connected with the annular framework 1.
In this embodiment, when the jack is detachably connected with the annular frame 1, the damaged parts are conveniently replaced.
In this embodiment, the jack also can adopt welded fastening with annular skeleton 1's connected mode, and is higher to the stability of whole device, and this kind of fixed mode of welding is very common in the construction, and more convenient to the constructor, has the characteristics that take shape conveniently, with low costs, strong adaptability and fixed effectual to at the in-process of construction comparatively common, extensive application is in fixed connection mode.
In some alternative embodiments, the detachable connection is a pin connection.
In this embodiment, the pin shaft is connected with the characteristics of material saving, energy saving, no limitation of components and types of reinforcing steel bars, prefabrication in advance, no need of on-site manufacture in the construction process, and convenient and fast operation.
In some optional embodiments, the jack is connected to the channel steel outside the annular framework 1 through a pin, and the jack is connected to the vertical back rib i-steel of the first circular arc-shaped formwork 3 through a pin.
In this embodiment, the jack is welded on the channel steel outside the annular framework 1, and the jack pin shaft is connected to the vertical back rib I-steel part of the first arc-shaped template 3, so that the joint is arranged at a stable position, the device is prevented from being damaged to certain extent when the device runs, and the service life of the device can be prolonged.
In some optional embodiments, the hydraulic main control mechanism 2 is further included, the hydraulic main control mechanism 2 is connected with the telescopic mechanisms 4 through two oil pipes, the telescopic mechanisms 4 are numbered continuously along the circumferential direction of the annular framework 1, one telescopic mechanism is connected with the telescopic mechanism 4 with the odd number, and the other telescopic mechanism is connected with the telescopic mechanism 4 with the even number.
In this embodiment, the hydraulic master control mechanism 2 is connected with the telescopic mechanisms 4 through two oil pipes, and the control of the control switches of the telescopic mechanisms 4 is integrated, so that the operation is simpler and more convenient, and the working efficiency can be improved.
In some optional embodiments, a cross support rod 6 is arranged inside the annular framework 1 and connected with the annular framework 1, and the hydraulic master control mechanism 2 is arranged on the cross support rod 6.
In this embodiment, be provided with a cross bracing piece 6 in annular skeleton 1 inboard and can regard as the position that sets up of the total control mechanism 2 of hydraulic pressure, need not to control mechanism 2 and whole device separately with hydraulic pressure, set up it and also make things convenient for the constructor operation in annular skeleton 1's inside relatively, improve the efficiency of work.
In some alternative embodiments, the side of the first circular arc-shaped formwork 3 close to the other formworks is provided with an adjusting plate 7.
In this embodiment, the adjusting plate 7 has an effect of blocking a gap between adjacent first arc-shaped formworks 3, and can adjust and manufacture cylindrical anchor piles of different diameters to a certain extent, and the situation that the diameter of the anchor pile needs to be enlarged due to errors in the construction process can be met within a certain range.
In some alternative embodiments, a plurality of lifting ring structures 5 are arranged on the annular framework 1.
In this embodiment, the hoisting ring structure 5 can more conveniently transport the device to a construction site or transport the device out after the construction is finished, so as to reduce the damage to the device possibly caused in the hoisting process.
The telescopic mechanism 4 is two jacks arranged in the central axis direction of the annular framework 1, so that the normal operation of the device can be ensured in the environment with low cleanliness of a construction site, and the device is more suitable for the conventional use of the telescopic mechanism 4 by workers in the construction site at present.
Connect jack pin shaft on annular skeleton 1 outside channel-section steel, jack pin shaft connection is in the vertical back of the body rib I-steel department of first convex template 3, can dismantle the connection and set up to the round pin hub connection, and this can make whole device more stable at the operation in-process, and the device more is difficult to receive the damage in the use, and the more firm of connection, the selection of impetus is more reasonable.
The 1 inboard of annular skeleton is provided with cross bracing piece 6, and it is connected with annular skeleton 1, and hydraulic pressure is always controlled 2 settings and is all that in use facilitates constructor on cross bracing piece 6 and set up rings structure 5 on annular skeleton 1, makes construction progress convenient and fast more for the construction progress improves work efficiency.
The hydraulic master control mechanism 2 is operated, oil pipes supply energy to the telescopic mechanisms 4 of the first circular arc templates 3 at the periphery to enable the first circular arc templates 3 to operate, the first circular arc templates 3 at the periphery at intervals are firstly pushed out to reach a specified position through a jack, then the hydraulic master control mechanism 2 is operated to supply energy to the rest jacks through the second oil pipes to push out the rest first circular arc templates 3, a cylindrical protective wall pouring template is formed, gaps between the adjacent first circular arc templates 3 can be sealed through adjusting plates 7, and therefore the integrity of a formed circle is guaranteed. The device can solve the problems that the dismounting process of the vertical mould is complicated, the construction speed is slowed down, the construction efficiency is reduced, and the diameter of the vertical anchoring pile template is fixed and cannot be suitable for various conditions in the prior art.
In the description of the present application, it should be noted that the terms "upper", "lower", and the like indicate orientations or positional relationships based on the orientations or positional relationships shown in the drawings, which are only for convenience in describing the present application and simplifying the description, and do not indicate or imply that the referred device or element must have a specific orientation, be constructed in a specific orientation, and operate, and thus, should not be construed as limiting the present application. Unless expressly stated or limited otherwise, the terms "mounted," "connected," and "coupled" are to be construed broadly and encompass, for example, both fixed and removable coupling as well as integral coupling; 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 application can be understood by those of ordinary skill in the art as appropriate.
It is noted that, in the present application, relational terms such as "first" and "second", and the like, are used solely to distinguish one entity or action from another entity or action without necessarily requiring or implying any actual such relationship or order between such entities or actions. Also, the terms "comprises," "comprising," or any other variation thereof, are intended to cover a non-exclusive inclusion, such that a process, method, article, or apparatus that comprises a list of elements does not include only those elements but may include other elements not expressly listed or inherent to such process, method, article, or apparatus. Without further limitation, an element defined by the phrase "comprising a … …" does not exclude the presence of another identical element in a process, method, article, or apparatus that comprises the element.
The above description is merely exemplary of the present application and is presented to enable those skilled in the art to understand and practice the present application. Various modifications to these embodiments will be readily apparent to those skilled in the art, and the generic principles defined herein may be applied to other embodiments without departing from the spirit or scope of the application. Thus, the present application is not intended to be limited to the embodiments shown herein but is to be accorded the widest scope consistent with the principles and novel features disclosed herein.
Claims (10)
1. A device for cylindrical anchor pile casting, comprising:
an annular skeleton (1);
a plurality of first circular arc templates (3) which can be spliced into a circle;
the telescopic mechanisms (4) are in one-to-one correspondence with the first arc-shaped templates (3) and are arranged at intervals along the circumferential direction of the annular framework (1), one end of each telescopic mechanism (4) is detachably connected with the corresponding first arc-shaped template (3), the other end of each telescopic mechanism is connected with the corresponding annular framework (1), and the telescopic mechanisms (4) can enable the first arc-shaped templates (3) to be spliced into a circle when extending out.
2. A device for casting a cylindrical anchor pile according to claim 1, further comprising a plurality of second circular arc-shaped formworks which can be spliced into different circular diameters, wherein each second circular arc-shaped formwork is spliced into a circular diameter different from the circular diameter spliced into the first circular arc-shaped formwork (3), and the telescopic mechanism (4) can be selectively connected with the first circular arc-shaped formwork (3) or the second circular arc-shaped formwork.
3. A device for casting of cylindrical anchor piles according to claim 1, wherein the telescopic mechanism (4) comprises two jacks spaced apart along the central axis of the annular frame (1).
4. A device for casting of cylindrical anchor piles according to claim 3, wherein the jack is detachably connected to the annular frame (1).
5. An apparatus for casting of cylindrical anchor piles according to claim 4, wherein the detachable connection is a pin connection.
6. A device for pouring a cylindrical anchoring pile as claimed in claim 5, wherein said jack is connected to the channel steel outside said annular frame (1) by a pin, and said jack is connected to the vertical back rib I-steel of said first circular arc formwork (3) by a pin.
7. The device for pouring the cylindrical anchoring pile as claimed in claim 1, further comprising a hydraulic master control mechanism (2), wherein the hydraulic master control mechanism (2) is connected with the telescopic mechanisms (4) through two oil pipes, the telescopic mechanisms (4) are continuously numbered along the circumferential direction of the ring-shaped framework (1), one telescopic mechanism is connected with the telescopic mechanism (4) with odd number, and the other telescopic mechanism is connected with the telescopic mechanism (4) with even number.
8. A device for pouring a cylindrical anchor pile as claimed in claim 7, wherein a cross support bar (6) is arranged on the inner side of the annular framework (1) and connected with the annular framework (1), and the hydraulic master control mechanism (2) is arranged on the cross support bar (6).
9. A device for casting of cylindrical anchor piles according to claim 1, wherein the first circular arc-shaped formwork (3) is provided with an adjusting plate (7) on the side close to the adjacent formwork.
10. A device for casting of cylindrical anchor piles according to claim 1, wherein a plurality of eye structures (5) are provided on the annular frame (1).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202223090099.8U CN218643370U (en) | 2022-11-17 | 2022-11-17 | A device for cylindric anchor pile is pour |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202223090099.8U CN218643370U (en) | 2022-11-17 | 2022-11-17 | A device for cylindric anchor pile is pour |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN218643370U true CN218643370U (en) | 2023-03-17 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202223090099.8U Active CN218643370U (en) | 2022-11-17 | 2022-11-17 | A device for cylindric anchor pile is pour |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN218643370U (en) |
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- 2022-11-17 CN CN202223090099.8U patent/CN218643370U/en active Active
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