CN106976149A - A kind of end plate of concrete prefabricated pile die - Google Patents

A kind of end plate of concrete prefabricated pile die Download PDF

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Publication number
CN106976149A
CN106976149A CN201610031584.8A CN201610031584A CN106976149A CN 106976149 A CN106976149 A CN 106976149A CN 201610031584 A CN201610031584 A CN 201610031584A CN 106976149 A CN106976149 A CN 106976149A
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CN
China
Prior art keywords
plate
end plate
splice plate
splice
concrete prefabricated
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.)
Pending
Application number
CN201610031584.8A
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Chinese (zh)
Inventor
周兆弟
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Individual
Original Assignee
Individual
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 Individual filed Critical Individual
Priority to CN201610031584.8A priority Critical patent/CN106976149A/en
Publication of CN106976149A publication Critical patent/CN106976149A/en
Pending legal-status Critical Current

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Classifications

    • BPERFORMING OPERATIONS; TRANSPORTING
    • B28WORKING CEMENT, CLAY, OR STONE
    • B28BSHAPING CLAY OR OTHER CERAMIC COMPOSITIONS; SHAPING SLAG; SHAPING MIXTURES CONTAINING CEMENTITIOUS MATERIAL, e.g. PLASTER
    • B28B7/00Moulds; Cores; Mandrels
    • B28B7/22Moulds for making units for prefabricated buildings, i.e. units each comprising an important section of at least two limiting planes of a room or space, e.g. cells; Moulds for making prefabricated stair units
    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D5/00Bulkheads, piles, or other structural elements specially adapted to foundation engineering
    • E02D5/22Piles
    • E02D5/58Prestressed concrete piles

Abstract

The present invention relates to a kind of end plate of concrete prefabricated pile die, end plate plate body is spliced by polylith splice plate, deep-slotted chip breaker is provided with each splice plate medial center, deep-slotted chip breaker splicing one ring of composition of the multiple splice plate, ribs is both provided with the splice plate, the edge of the splice plate is both provided with contradicting step, the present invention is set using split type splicing, so that end plate dismounts enhanced convenience when in use, it is adapted to various stretching structures, and convenient disassembly, it can dismantle in advance, without the concern for the influence of middle stretching structure, ribs is set significantly to increase the intensity of the splice plate, improve service life, the conflict step is used to contradict in mould, it is by the power stretched into mould, can firmly it fix, be not in loosen or come off.

Description

A kind of end plate of concrete prefabricated pile die
Technical field
The present invention relates to a kind of end plate of concrete prefabricated pile die, belong to concrete precast pile manufacturing.
Background technology
China develops since 1960s and using prestressed concrete prefabricated pile.More than 50 The development in year, prestressed concrete prefabricated pile is widely used in the foundation engineering of all kinds of buildings or structures, Such as harbour, harbour, high-rise, public building, general industry and civil buildings, highway, bridge The fields such as beam.At present, the prestressed concrete prefabricated pile that China mainly uses has pile tube and square pile.Both The structure member of stake is similar, mainly including parts such as steel reinforcement cage, concrete, end plate, anchor ear plates.
Concrete and steel reinforcement cage composition pile body.Steel reinforcement cage is by non-prestressing tendon, deformed bar and tie hoop group Into tie hoop is welded on non-prestressed and presstressed reinforcing steel by seam welder.End plate and steel reinforcement cage phase group Dress, is located at pile body two ends, generally, will be close to the end plate referred to as end plate of stretching end, will be close to fixing end End plate is referred to as holding tailgate.Anchor ear plate is fixed together with end plate by the mode such as welding or riveting, so that end The further anchor ear of plate is on pile body.
In specific production process, because end plate needs to remove and install, and existing end plate is all integral slab, in peace It is very inconvenient during assembly and disassembly, and end plate is surface plate, during long-term use, due to The long-term stress of plate face is deformed damaging, and increases production cost.
The content of the invention
The technical problem to be solved in the present invention is:To overcome above mentioned problem to be easy to safety, intensity there is provided one kind The end plate of high durable concrete prefabricated pile die.
The technical solution adopted for the present invention to solve the technical problems is:
A kind of end plate of concrete prefabricated pile die, end plate plate body is spliced by polylith splice plate, Mei Gesuo State and deep-slotted chip breaker is provided with splice plate medial center, deep-slotted chip breaker splicing one ring of composition of the multiple splice plate, Ribs is both provided with the splice plate, the edge of the splice plate is both provided with contradicting step.
Preferably, the splice plate sets 2-5.
Preferably, the ribs is extended centered on the deep-slotted chip breaker to edge, and multiple ribs are in Radiated entends.
Preferably, described ribs one end and the deep-slotted chip breaker same level, the other end extend gradually downward With splice plate edge same level.
Preferably, the end plate plate body is circular, square or polygon.
Preferably, the splice plate sets 2, and the splice plate is symmetrical with the center line of the end plate plate body.
Preferably, multiple fixing holes are provided with the splice plate.
The beneficial effects of the invention are as follows:The present invention is set using split type splicing so that end plate is torn open when in use Enhanced convenience is filled, sets ribs significantly to increase the intensity of the splice plate, service life is improved, Installed in one end of concrete prefabricated pile die when the end plate plate body is due to using, the conflict step is used for Contradict on mould, it is not interfixed by between the power stretched into mould, therefore the splice plate, What it was subject to is all inside pulling force, can firmly be fixed, and is not in loosen or come off.
Brief description of the drawings
The present invention is further described with reference to the accompanying drawings and examples.
Fig. 1 is the front view of the end plate of concrete prefabricated pile die of the present invention;
Fig. 2 is the front view of splice plate of the present invention;
Fig. 3 is the stereogram of splice plate of the present invention;
Fig. 4 is the right view of splice plate of the present invention;
Fig. 5 is the rearview of splice plate of the present invention.
Marked in figure:1- end plate plate bodys, 2- splice plates, 3- ribs, 4- deep-slotted chip breakers, 5- fixing holes, 6- Contradict step.
Embodiment
In conjunction with the accompanying drawings, the present invention is further explained in detail.These accompanying drawings are simplified schematic diagram, Only illustrate the basic structure of the present invention in a schematic way, therefore it only shows the composition relevant with the present invention.
Embodiment 1
A kind of end plate of concrete prefabricated pile die of the present invention as shown in Figure 1, the end plate plate body 1 The concrete-pile that manufactures according to actual needs of shape set, shape, end plate plate body 1 are not limited specifically It is spliced by polylith splice plate 2, the splice plate 2 is specially more than 2, minimum 2, its it Between it is normal contradict together, deep-slotted chip breaker 4 is provided with each medial center of splice plate 2, it is the multiple to spell Stretching structure is left in splicing one ring of composition of deep-slotted chip breaker 4 of fishplate bar 2, ring to pass through, it is when mounted, internal After stretching structure is fixed, by several pieces of splice plates 2 centered on medial arc groove 4, splicing is in stretching structure week Enclose, be adapted to various stretching structures, and convenient disassembly, can dismantle in advance, it is not necessary in the middle of considering Ribs 3 is both provided with the influence of stretching structure, the splice plate 2, the ribs 3 does not limit it and set Seated position, can laterally, vertical, oblique angle or radial setting, the ribs 3 can significantly increase The intensity of the splice plate 2, improves service life, and the edge of the splice plate 2 is both provided with contradicting step 6, Installed in one end of concrete prefabricated pile die when the end plate plate body 1 is due to using, the conflict step 6 For contradicting in mould, it is not had phase by between the power stretched into mould, therefore the splice plate 2 Mutually fixed, what it was subject to is all inside pulling force, can firmly be fixed, and is not in loosen or de- Fall.
In a preferred embodiment, the splice plate 2 sets 2-5, and this quantity is preferred quantity, Other quantity can also be set.
In a preferred embodiment, the ribs 3 is extended centered on the deep-slotted chip breaker 4 to edge, Multiple ribs 3 are extended radially.
In a preferred embodiment, described one end of ribs 3 and the same level of deep-slotted chip breaker 4, separately One end extends and the edge same level of splice plate 2 gradually downward.
In a preferred embodiment, the end plate plate body 1 is circular, square or polygon, concrete shape It can be also configured according to the shape of cross section of the concrete precast pile of manufacture.
In a preferred embodiment, as shown in Figures 2 and 3, the splice plate 2 most preferably sets 2 Individual, the splice plate 2 is symmetrical with the center line of the end plate plate body 1, in fig. 2, symmetrical center line For 45 degree of center line, this can also be level, vertical or other selections, set 2 to preferably select Split type installation can be completed, and installs relatively fewer by hand, therefore is most preferably selection.
In a preferred embodiment, as shown in Figure 4 and Figure 5, it is provided with the splice plate 2 multiple solid Determine hole 5, the splice plate 2 is fixed on mould by the fixing hole 5, the number of the fixing hole 5 Selected as needed, specifically without limiting.The splice plate 2 can be also directly welded on mould.
Using the above-mentioned desirable embodiment according to the present invention as enlightenment, pass through above-mentioned description, related work Personnel can carry out various changes and amendments without departing from the scope of the technological thought of the present invention' completely. The technical scope of this invention is not limited to the content on specification, it is necessary to according to right To determine its technical scope.

Claims (7)

1. a kind of end plate of concrete prefabricated pile die, it is characterised in that end plate plate body is spelled by polylith splice plate Connect and form, deep-slotted chip breaker, the deep-slotted chip breaker of the multiple splice plate are provided with each splice plate medial center Ribs is both provided with splicing one ring of composition, the splice plate, the edge of the splice plate is both provided with Contradict step.
2. the end plate of concrete prefabricated pile die as claimed in claim 1, it is characterised in that the splicing Plate sets 2-5.
3. the end plate of concrete prefabricated pile die as claimed in claim 1 or 2, it is characterised in that described Ribs is extended centered on the deep-slotted chip breaker to edge, and multiple ribs are extended radially.
4. the end plate of the concrete prefabricated pile die as described in claim any one of 1-3, it is characterised in that Described ribs one end and the deep-slotted chip breaker same level, the other end extend and the splice plate gradually downward Edge same level.
5. the end plate of the concrete prefabricated pile die as described in claim any one of 1-4, it is characterised in that The end plate plate body is circular, square or polygon.
6. the end plate of the concrete prefabricated pile die as described in claim any one of 1-5, it is characterised in that The splice plate sets 2, and the splice plate is symmetrical with the center line of the end plate plate body.
7. the end plate of the concrete prefabricated pile die as described in claim any one of 1-6, it is characterised in that Multiple fixing holes are provided with the splice plate.
CN201610031584.8A 2016-01-18 2016-01-18 A kind of end plate of concrete prefabricated pile die Pending CN106976149A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201610031584.8A CN106976149A (en) 2016-01-18 2016-01-18 A kind of end plate of concrete prefabricated pile die

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201610031584.8A CN106976149A (en) 2016-01-18 2016-01-18 A kind of end plate of concrete prefabricated pile die

Publications (1)

Publication Number Publication Date
CN106976149A true CN106976149A (en) 2017-07-25

Family

ID=59339830

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201610031584.8A Pending CN106976149A (en) 2016-01-18 2016-01-18 A kind of end plate of concrete prefabricated pile die

Country Status (1)

Country Link
CN (1) CN106976149A (en)

Citations (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE19525610A1 (en) * 1994-07-14 1996-01-18 Johannes Radtke Anchor plate for mounting on anchor rods or cables which are embedded in holes in ground
CN201292674Y (en) * 2008-11-19 2009-08-19 东南大学 Pull cable head stretching oblique-splicing reaction frame
CN102095052A (en) * 2010-11-25 2011-06-15 华锐风电科技(集团)股份有限公司 Installing method of foundation bolt anchoring system and method for installing industrial equipment
CN202781422U (en) * 2012-08-09 2013-03-13 上海中技桩业股份有限公司 Prestress precast pile fast connect stretch-draw piece assembly
CN203792502U (en) * 2014-01-28 2014-08-27 浙江星诺机械有限公司 Tubular pile steel mold tensioning device
CN203937017U (en) * 2014-05-30 2014-11-12 江苏固丰管桩集团有限公司 Stretch-draw assembly for the production of end-plate-free prestressed-concrete pile
CN104989106A (en) * 2015-07-08 2015-10-21 宿迁市保祥重工有限公司 Full prestress tension plate external member

Patent Citations (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE19525610A1 (en) * 1994-07-14 1996-01-18 Johannes Radtke Anchor plate for mounting on anchor rods or cables which are embedded in holes in ground
CN201292674Y (en) * 2008-11-19 2009-08-19 东南大学 Pull cable head stretching oblique-splicing reaction frame
CN102095052A (en) * 2010-11-25 2011-06-15 华锐风电科技(集团)股份有限公司 Installing method of foundation bolt anchoring system and method for installing industrial equipment
CN202781422U (en) * 2012-08-09 2013-03-13 上海中技桩业股份有限公司 Prestress precast pile fast connect stretch-draw piece assembly
CN203792502U (en) * 2014-01-28 2014-08-27 浙江星诺机械有限公司 Tubular pile steel mold tensioning device
CN203937017U (en) * 2014-05-30 2014-11-12 江苏固丰管桩集团有限公司 Stretch-draw assembly for the production of end-plate-free prestressed-concrete pile
CN104989106A (en) * 2015-07-08 2015-10-21 宿迁市保祥重工有限公司 Full prestress tension plate external member

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Application publication date: 20170725

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