CN220313707U - Novel prefabricated hollow square pile centrifugal forming die - Google Patents

Novel prefabricated hollow square pile centrifugal forming die Download PDF

Info

Publication number
CN220313707U
CN220313707U CN202321671109.9U CN202321671109U CN220313707U CN 220313707 U CN220313707 U CN 220313707U CN 202321671109 U CN202321671109 U CN 202321671109U CN 220313707 U CN220313707 U CN 220313707U
Authority
CN
China
Prior art keywords
die
semisteel
half steel
hollow square
steel mould
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Active
Application number
CN202321671109.9U
Other languages
Chinese (zh)
Inventor
邵宏胜
王道远
梁君
邵开洋
那开洲
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Binhai Xingao Component Co ltd
Original Assignee
Binhai Xingao Component Co ltd
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Binhai Xingao Component Co ltd filed Critical Binhai Xingao Component Co ltd
Priority to CN202321671109.9U priority Critical patent/CN220313707U/en
Application granted granted Critical
Publication of CN220313707U publication Critical patent/CN220313707U/en
Active legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Landscapes

  • Manufacturing Of Tubular Articles Or Embedded Moulded Articles (AREA)

Abstract

The utility model belongs to the technical field of concrete pile molds, and relates to a novel prefabricated hollow square pile centrifugal forming mold, which comprises the following components: an upper half steel mould, a lower half steel mould and a bolt locking mechanism. The upper half steel mould and the lower half steel mould comprise a plurality of spliced and expandable units, the units are semi-tubular, flange connecting plates are arranged at two ends of the units, the upper half steel mould and the lower half steel mould are spliced through the flange connecting plates, and the upper half steel mould and the lower half steel mould are provided with bolt locking mechanisms. The special structure comprises arc grooves at four corners of the square forming die cavity and bumps at each side of the square forming die cavity. And a steel reinforcement cage is arranged in the molding die cavity, main ribs are arranged at two ends of the steel reinforcement cage, and detachable cover plates are arranged on flanges at two ends of the upper half steel die and the lower half steel die for plugging. The utility model has simple splicing and combination and higher pile supplying speed, can meet the requirement of construction progress and strengthen the pulling and compression resistant effects of the hollow square pile.

Description

Novel prefabricated hollow square pile centrifugal forming die
Technical Field
The utility model belongs to the field of concrete pile processing, and particularly relates to a novel prefabricated hollow square pile centrifugal forming die.
Background
The reinforced concrete precast pile has the advantages of corrosion resistance, moisture resistance, leakage resistance and the like, and can be applied to foundation treatment to enhance the strength of a foundation and improve the overall stability of a building, and the advantages of moisture resistance and leakage resistance can also improve the influence of a humid environment on the building.
The pretensioned prestressed concrete hollow square pile is a hollow square concrete prefabricated component which is made up by using prestressed reinforced bars and high-performance concrete as main materials and adopting pretensioned prestressed centrifugal forming process and adopting steam curing process. Compared with the prestressed pipe pile, the pretensioned prestressed concrete hollow square pile can reduce the construction cost and the energy consumption, and is more in line with the national energy conservation and emission reduction policies. Compared with the tubular pile, under the condition that the basic bearing capacity is basically consistent, the square pile averagely saves 16.41 percent of concrete and 15.9 percent of steel, and the use cost of the concrete and the steel is generally more than 60 percent of that of the finished pile, so that the pretensioned prestressed concrete hollow square pile has fewer consumable materials compared with the tubular pile.
The square concrete pile capable of saving the concrete consumption and increasing the surface area of the pile body of the precast concrete pile is designed by the company, so that the cost is saved and the stability of a building foundation is increased. It is urgent to design a novel prefabricated hollow square pile centrifugal forming die, and mass and high-efficiency production of the pile body meets the social demands.
Disclosure of Invention
Aiming at the defects existing in the prior art, the utility model aims to provide a novel prefabricated hollow square pile centrifugal forming die, reduce pile forming materials, simultaneously enhance the anti-pulling and anti-compression effects of the hollow square pile, and can be matched with a centrifugal groove, a casting machine and an autoclaved box to rapidly manufacture the concrete prefabricated hollow square pile.
The utility model adopts the following technical scheme: novel prefabricated hollow square pile centrifugal forming die includes: an upper half steel mould, a lower half steel mould and a bolt locking mechanism,
the upper half steel mould and the lower half steel mould comprise a plurality of spliced and expandable units which are semi-tubular, flange connecting plates are arranged at two ends of each unit, the upper half steel mould and the lower half steel mould are spliced through the flange connecting plates, the upper half steel mould and the lower half steel mould are provided with bolt locking mechanisms,
the inside shaping die cavity that is of upper half steel mould, lower half steel mould, shaping die cavity cross-section is square with special structure, special structure includes the arc wall in square shaping die cavity four corners, the lug on each limit of square shaping die cavity, the lug is one of the following: arc-shaped convex blocks, rectangular convex blocks and convex blocks with other shapes,
and a steel reinforcement cage is arranged in the molding die cavity, main ribs are arranged at two ends of the steel reinforcement cage, and detachable cover plates are arranged on flanges at two ends of the upper half steel die and the lower half steel die for plugging.
According to still another embodiment of the present utility model or the centrifugal molding die according to any one of the preceding embodiments, axial and circumferential reinforcing ribs are provided on the outer surfaces of the upper half steel die and the lower half steel die.
According to a further embodiment of the present utility model or the centrifugal molding die according to any one of the preceding embodiments, the bolt locking mechanism includes a bolt, a washer, and a nut, and locks through the connection holes on the upper half steel die and the lower half steel die.
According to still another embodiment of the present utility model or the centrifugal molding die of any one of the preceding embodiments, a connection portion between the arc-shaped protrusion and the rectangular protrusion and the inner walls of the upper semisteel die and the lower semisteel die is provided with a rounding.
The utility model has the beneficial effects that:
the novel prefabricated hollow square pile centrifugal forming die is simple in splicing and combining, high in pile supplying speed and capable of meeting the requirements of construction progress. The arc-shaped convex blocks and the rectangular convex blocks are arranged in the upper half steel die and the lower half steel die, so that pile forming materials can be reduced, and the anti-pulling and compression effects of the hollow square pile are enhanced.
Drawings
FIG. 1 is a schematic perspective view of a novel prefabricated hollow square pile centrifugal forming die;
fig. 2 is a schematic perspective view of a hollow square pile with a rectangular groove according to the utility model;
FIG. 3 is a schematic side view of a novel prefabricated hollow square pile centrifugal forming die provided with rectangular bumps;
FIG. 4 is a schematic perspective view of an upper die when a novel prefabricated hollow square pile centrifugal forming die is provided with rectangular bumps;
FIG. 5 is a schematic perspective view of a hollow square pile with an arc-shaped groove according to the utility model;
FIG. 6 is a schematic side view of a novel prefabricated hollow square pile centrifugal forming die provided with arc-shaped protruding blocks;
FIG. 7 is a schematic perspective view of an upper die when the novel prefabricated hollow square pile centrifugal forming die is provided with arc-shaped protruding blocks;
in the figure: 1. a lower half steel mould; 2. an upper half steel mould; 3. a molding cavity; 4. a bolt locking mechanism; 5. reinforcing ribs; 6. an arc-shaped groove; 7. arc-shaped protruding blocks; 8. rectangular protruding blocks; 9. and (5) a flange connecting plate.
Detailed Description
The following description of the embodiments of the present utility model will be made clearly and completely with reference to the accompanying drawings, in which it is apparent that the embodiments described are only some embodiments of the present utility model, but not all embodiments. All other embodiments, which can be made by those skilled in the art based on the embodiments of the utility model without making any inventive effort, are intended to be within the scope of the utility model.
As shown in fig. 1, a novel prefabricated hollow square pile centrifugal forming die includes: an upper semisteel die 2, a lower semisteel die 1 and a bolt locking mechanism 4. The upper semisteel die 2 and the lower semisteel die 1 comprise a plurality of spliced and expandable units, the units are semi-tubular, flange connecting plates 9 are arranged at two ends of the units, the upper semisteel die 2 and the lower semisteel die 1 are spliced through the flange connecting plates 9, and the bolt locking mechanism 4 is arranged on the upper semisteel die 2 and the lower semisteel die 1. The outer surfaces of the upper semisteel die 2 and the lower semisteel die 1 are provided with axial and circumferential reinforcing ribs 5. The bolt locking mechanism 4 comprises bolts, gaskets and nuts, and penetrates through connecting holes on the upper semisteel die 2 and the lower semisteel die 1 to lock. The steel reinforcement cage is arranged in the molding die cavity 3, main ribs are arranged at two ends of the steel reinforcement cage, and detachable cover plates are arranged on flanges at two ends of the upper semisteel die 2 and the lower semisteel die 1 for plugging.
As shown in fig. 3, 4, 6 and 7, the inside of the upper semisteel die 2 and the lower semisteel die 1 is provided with a molding die cavity 3, the section of the molding die cavity 3 is square with a special structure, the special structure comprises arc-shaped grooves 6 at four corners of the square molding die cavity 3, and the bumps at each side of the square molding die cavity 3 are one of the following: arc lug 7, rectangle lug 8, the lug of other shapes, arc lug 7, rectangle lug 8 are provided with the radius with the junction of last semisteel die 2, lower semisteel die 1 inner wall.
The working principle of the utility model is as follows:
as shown in figures 1, 2 and 5, the novel prefabricated hollow square pile centrifugal forming die provided by the utility model is used for manufacturing the pretensioned prestressed concrete hollow square pile, and the method comprises feeding, centrifuging, cage winding, steam curing and the like from the stirring of concrete, mainly comprises mechanized operation, and has the advantages of high concrete strength of the pretensioned prestressed concrete hollow square pile, capability of reaching more than C60 and relatively high bearing capacity. The pile forming quality is good, the damage rate in transportation and construction is extremely low, and the engineering quality can be fully ensured. The centrifugal forming die adopts the approximately square reinforcement cage matched with the hollow square pile steel die, and the inner section of the die for forming is of a square structure. After the steel reinforcement framework is roll welded and formed, die filling is carried out, sand, stone, cement, water, additives and admixture are stirred according to the mixing proportion, after the steel reinforcement framework is installed, the lower half steel die 1 is evenly filled with mixed concrete along the die, then the upper half steel die 2 is hung above the lower half steel die 1, and the upper half steel die and the lower half steel die are fixed through bolts, so that the die is ensured not to loosen and concrete is not leaked in the high-speed hollow operation process. After prestress tensioning, the centrifugal forming die is lifted to the upper part of the centrifugal machine, the centrifugal forming die is accelerated step by step, and fresh concrete is uniformly compacted along the periphery of the die of the hollow square pile through a centrifugal compacting forming process. Pouring the generated wastewater, and then performing steam curing for a period of time.
As shown in figures 2, 5, 4 and 7, the novel prefabricated hollow square pile centrifugal forming die is characterized in that a forming die cavity 3 is arranged in an upper semisteel die 2 and a lower semisteel die 1, a plurality of arc-shaped convex blocks 7, rectangular convex blocks 8 or convex blocks with other shapes which are uniformly distributed in a circumferential direction are arranged on the inner side surface of the forming die cavity 3, arc-shaped, rectangular or other-shaped grooves are formed on the surface of a tubular pile after the hollow square pile is formed, the consumption of concrete is reduced, and the side friction resistance is in direct proportion to the side area of a pile body under the same engineering geological condition.
The foregoing has outlined and described the basic principles, features, and advantages of the present utility model. The front, back, left and right are not specific, and mainly used for more intuitively describing the technical scheme, and do not play a limiting role. It should be understood by those skilled in the art that the foregoing embodiments are merely illustrative of the technical concept and features of the present utility model, and the present utility model can be implemented by those skilled in the art without limiting the scope of the utility model, therefore, all equivalent changes or modifications that are made according to the spirit of the present utility model should be included in the scope of the present utility model.

Claims (4)

1. Novel prefabricated hollow square pile centrifugal forming die includes: an upper semisteel die (2), a lower semisteel die (1) and a bolt locking mechanism (4),
the method is characterized in that: the upper semisteel die (2) and the lower semisteel die (1) comprise a plurality of spliced and expandable units which are semi-tubular, flange connecting plates (9) are arranged at two ends of each unit, the upper semisteel die (2) and the lower semisteel die (1) are spliced through the flange connecting plates (9), the upper semisteel die (2) and the lower semisteel die (1) are provided with bolt locking mechanisms (4),
the inner part of the upper semisteel die (2) and the lower semisteel die (1) is provided with a molding die cavity (3), the structure of the cross section of the molding die cavity (3) comprises arc grooves (6) at four corners of the square molding die cavity (3) and convex blocks at each side of the square molding die cavity (3), and the convex blocks are one of the following: an arc-shaped convex block (7) and a rectangular convex block (8),
the steel reinforcement cage is arranged in the molding die cavity (3), main ribs are arranged at two ends of the steel reinforcement cage, and detachable cover plates are arranged on flanges at two ends of the upper semisteel die (2) and the lower semisteel die (1) for plugging.
2. The novel prefabricated hollow square pile centrifugal forming die according to claim 1, wherein: the outer surfaces of the upper semisteel die (2) and the lower semisteel die (1) are provided with axial and circumferential reinforcing ribs (5).
3. The novel prefabricated hollow square pile centrifugal forming die according to claim 1, wherein: the bolt locking mechanism (4) comprises bolts, gaskets and nuts, and penetrates through connecting holes on the upper semisteel die (2) and the lower semisteel die (1) to lock.
4. The novel prefabricated hollow square pile centrifugal forming die according to claim 1, wherein: the connecting parts of the arc-shaped convex blocks (7) and the rectangular convex blocks (8) and the inner walls of the upper semisteel die (2) and the lower semisteel die (1) are provided with rounding.
CN202321671109.9U 2023-06-29 2023-06-29 Novel prefabricated hollow square pile centrifugal forming die Active CN220313707U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN202321671109.9U CN220313707U (en) 2023-06-29 2023-06-29 Novel prefabricated hollow square pile centrifugal forming die

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN202321671109.9U CN220313707U (en) 2023-06-29 2023-06-29 Novel prefabricated hollow square pile centrifugal forming die

Publications (1)

Publication Number Publication Date
CN220313707U true CN220313707U (en) 2024-01-09

Family

ID=89425933

Family Applications (1)

Application Number Title Priority Date Filing Date
CN202321671109.9U Active CN220313707U (en) 2023-06-29 2023-06-29 Novel prefabricated hollow square pile centrifugal forming die

Country Status (1)

Country Link
CN (1) CN220313707U (en)

Similar Documents

Publication Publication Date Title
CN108086582A (en) A kind of prefabricated assembled concrete wallboard for fabricated construction
CN203113627U (en) Nodular cast iron grout sleeve for connecting longitudinal steel bars
CN209533731U (en) A kind of fast spelling assembling-type precast laminated floor slab mold
CN113513015A (en) Semi-prefabricated concrete reinforcement cage underground continuous wall and construction method
CN101343955B (en) Liner type concrete tank molding device
CN104972550A (en) Multilateral mould of site precast concrete pile and manufacturing method of precast concrete pile
CN102267177B (en) Self-compacting concrete moulding method for PCCP (prestressed concrete cylinder pipe) cores
CN220313707U (en) Novel prefabricated hollow square pile centrifugal forming die
CN108162160B (en) Method and device for manufacturing composite forming precast concrete steel pipe pile
CN107471427B (en) Construction method of prefabricated hollow floor slab
CN110953125A (en) Prefabricated polygonal prestressed concrete tower cylinder and manufacturing mold of cylinder sections thereof
CN201778323U (en) Building foundation pit prestress cuboid soldier pile and forming mold thereof
CN213226755U (en) Assembled building mould for wallboard
CN108516859B (en) Fiber lightweight aggregate prefabricated hollow concrete column
CN207808037U (en) A kind of full grout sleeve of casting and forming
CN220362773U (en) Centrifugal forming die for tooth type concrete precast pile
CN215319390U (en) Pouring mold for high-strength concrete stone pier pre-built air-raid shelter pitted surface
CN213448850U (en) Prefabricated assembled concrete structure
CN210880155U (en) Reinforced assembly type building forming die
CN220166669U (en) Bridge precast reinforced concrete bridge face structure
CN210798476U (en) Prefabricated enclosure column and enclosure
CN220100338U (en) Prefabricated floor
CN214925388U (en) General mould of assembled building wallboard
CN221119196U (en) Assembled double-deck whole elevator shaft platform centre form connection structure
CN218149211U (en) High-strength autoclaved aerated concrete block

Legal Events

Date Code Title Description
GR01 Patent grant
GR01 Patent grant