CN114215045A - Precast concrete pile and using method thereof - Google Patents
Precast concrete pile and using method thereof Download PDFInfo
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- CN114215045A CN114215045A CN202210043278.1A CN202210043278A CN114215045A CN 114215045 A CN114215045 A CN 114215045A CN 202210043278 A CN202210043278 A CN 202210043278A CN 114215045 A CN114215045 A CN 114215045A
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- 239000011178 precast concrete Substances 0.000 title claims abstract description 87
- 238000000034 method Methods 0.000 title claims abstract description 16
- 230000002787 reinforcement Effects 0.000 claims abstract description 86
- 238000010276 construction Methods 0.000 claims description 16
- 238000003780 insertion Methods 0.000 claims description 7
- 230000037431 insertion Effects 0.000 claims description 7
- 239000000853 adhesive Substances 0.000 claims description 5
- 230000001070 adhesive effect Effects 0.000 claims description 5
- 238000005452 bending Methods 0.000 abstract description 10
- 230000007797 corrosion Effects 0.000 abstract description 5
- 238000005260 corrosion Methods 0.000 abstract description 5
- 239000004567 concrete Substances 0.000 description 17
- 229910000831 Steel Inorganic materials 0.000 description 10
- 239000010959 steel Substances 0.000 description 10
- 238000010586 diagram Methods 0.000 description 8
- 239000003292 glue Substances 0.000 description 8
- 238000003466 welding Methods 0.000 description 8
- 238000012360 testing method Methods 0.000 description 7
- 230000008569 process Effects 0.000 description 5
- 238000010008 shearing Methods 0.000 description 5
- 230000008878 coupling Effects 0.000 description 4
- 238000010168 coupling process Methods 0.000 description 4
- 238000005859 coupling reaction Methods 0.000 description 4
- 210000003205 muscle Anatomy 0.000 description 4
- OKTJSMMVPCPJKN-UHFFFAOYSA-N Carbon Chemical compound [C] OKTJSMMVPCPJKN-UHFFFAOYSA-N 0.000 description 3
- 229910001294 Reinforcing steel Inorganic materials 0.000 description 3
- 229910052799 carbon Inorganic materials 0.000 description 3
- 238000002474 experimental method Methods 0.000 description 3
- 230000003014 reinforcing effect Effects 0.000 description 3
- 238000009826 distribution Methods 0.000 description 2
- 230000000694 effects Effects 0.000 description 2
- 230000006872 improvement Effects 0.000 description 2
- 238000007689 inspection Methods 0.000 description 2
- 238000012795 verification Methods 0.000 description 2
- 229910001341 Crude steel Inorganic materials 0.000 description 1
- 229910000754 Wrought iron Inorganic materials 0.000 description 1
- 238000004873 anchoring Methods 0.000 description 1
- 239000011324 bead Substances 0.000 description 1
- 239000004568 cement Substances 0.000 description 1
- 238000006243 chemical reaction Methods 0.000 description 1
- 238000005336 cracking Methods 0.000 description 1
- 238000011161 development Methods 0.000 description 1
- 238000004134 energy conservation Methods 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 238000003912 environmental pollution Methods 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 238000003825 pressing Methods 0.000 description 1
- 230000009467 reduction Effects 0.000 description 1
- 238000011160 research Methods 0.000 description 1
- 238000012827 research and development Methods 0.000 description 1
- 239000007787 solid Substances 0.000 description 1
- 238000009864 tensile test Methods 0.000 description 1
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- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D5/00—Bulkheads, piles, or other structural elements specially adapted to foundation engineering
- E02D5/22—Piles
- E02D5/24—Prefabricated piles
- E02D5/30—Prefabricated piles made of concrete or reinforced concrete or made of steel and concrete
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- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D5/00—Bulkheads, piles, or other structural elements specially adapted to foundation engineering
- E02D5/22—Piles
- E02D5/52—Piles composed of separable parts, e.g. telescopic tubes ; Piles composed of segments
- E02D5/523—Piles composed of separable parts, e.g. telescopic tubes ; Piles composed of segments composed of segments
- E02D5/526—Connection means between pile segments
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- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D5/00—Bulkheads, piles, or other structural elements specially adapted to foundation engineering
- E02D5/22—Piles
- E02D5/58—Prestressed concrete piles
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Abstract
The invention discloses a precast concrete pile and a using method thereof. The precast concrete pile comprises a pile body, one end of a part of main reinforcements of the precast concrete pile is connected with a connecting pipe, the other end of the main reinforcements connected with the connecting pipe extends out of the end face of the precast concrete pile to form a main reinforcement extending part, so that a splicing part connected with the pile is formed, the connecting pipe is arranged in the pile body, the port of one end, far away from the main reinforcements, of the connecting pipe faces towards the outer side of the end face of the pile body, the port of the connecting pipe forms a sleeve part connected with the pile, the end face, forming the main reinforcement extending part, of the precast concrete pile is provided with a quick connection mechanical joint, and the quick connection mechanical joint is connected with the main reinforcements, which do not extend out of the end face of the precast concrete pile, through the connecting sleeve. The precast concrete pile realizes coaxial and consistent connection of the pile-forming main reinforcements, and really realizes that the precast concrete pile has strong corrosion resistance after being formed into a pile, and the shear resistance, the bending resistance and the pulling resistance of one pile are optimal.
Description
Technical Field
The invention relates to the technical field of precast concrete piles, in particular to a precast concrete pile and a using method thereof.
Background
With the continuous improvement of the economic level of China, the precast concrete pile undergoes the rapid development stage from the introduction of advanced products, technologies and processes to the independent and independent research and development of new products and new processes from Japan, and is one of the countries with the largest global pipe pile yield, the largest variety, the most complete specification and the widest application range in China at present. According to statistics, the output of the precast concrete pile in China in 2020 is 45362 kilometers, and the yield is increased by 5.44% on year-on-year basis. Meanwhile, higher requirements are provided for the vertical bearing capacity and the comprehensive properties of bending resistance, shearing resistance and pulling resistance of the pile. In order to obtain a better construction effect, the welding connection process of the pile end plate of the precast concrete pile in the prior art cannot effectively guarantee the welding quality due to human factors in engineering practice, and has low construction efficiency and environmental pollution. Therefore, a precast concrete pile of a novel connection structure is urgently needed to be developed.
Disclosure of Invention
The invention aims at solving the problems and researches and designs a precast concrete pile and a using method thereof. The technical means adopted by the invention are as follows:
a precast concrete pile comprises a pile body, wherein one end of a part of main reinforcements of the precast concrete pile is connected with a connecting pipe, the other end of the main reinforcements connected with the connecting pipe extends out of the end face of the precast concrete pile to form a main reinforcement extending part so as to form a splicing part connected with the pile, the connecting pipe is arranged in the pile body, one end port of the connecting pipe, which is far away from the main reinforcements, faces the outer side of the end face of the pile body, the end port of the connecting pipe forms a sleeve part connected with the pile, the length of the main reinforcement extending part is more than or equal to three times of the diameter of the main reinforcements, and the length of the inner space of the connecting pipe is more than or equal to three times of the diameter of the main reinforcements; the end face of the precast concrete pile, which forms the main reinforcement extension portion, is provided with a quick connection mechanical joint, and the quick connection mechanical joint is connected with a main reinforcement which does not extend out of the end face of the precast concrete pile through a connecting sleeve.
Further, the length of the main bead protrusion is less than or equal to the length of the inner space of the connection pipe.
Furthermore, the main rib extending parts are symmetrically or uniformly distributed.
Furthermore, one end of a part of main reinforcements of the precast concrete pile is connected with the connecting pipe, two ends of the other main reinforcements are provided with tensioning sleeves, the tensioning sleeves are sleeve-shaped structures provided with internal threads, and the quick connection mechanical joint is arranged in the tensioning sleeves; the other end of the main reinforcement connected with the connecting pipe extends out of the end face of the precast concrete pile to form a main reinforcement extending part.
Further, when the precast concrete pile is a pre-stressed and non-pre-stressed mixed pile, one end of a part of main reinforcements is connected with the connecting pipe, other main reinforcements are pre-stressed main reinforcements, tensioning sleeves are arranged at two ends of each pre-stressed main reinforcement, each tensioning sleeve is of a sleeve-shaped structure with an internal thread, and the quick connection mechanical joint is arranged in each tensioning sleeve.
Furthermore, the quick connection mechanical joint comprises an insertion rod and a clamping portion, wherein the insertion rod and the clamping portion can be inserted and clamped.
Further, the connecting pipe comprises a connecting pipe main body and a connecting part used for being connected with the main rib, the connecting part is a flange which is inward in the radial direction, the flange can limit the upset head of the main rib in the connecting pipe main body, and the length of the connecting pipe main body is more than 60 mm.
Further, the connecting part is a connecting nut fixed on the inner side of the connecting pipe main body through threads.
Furthermore, the end face of one end, facing the inner side of the connecting pipe main body, of the connecting nut is a concave conical surface, and the inner side of the other end of the connecting nut is of a hexagonal hole structure.
Further, the vertex angle of the tapered surface is 120 degrees, and the radial length of the connecting nut is more than or equal to 10 mm.
Further, the inner sides of the two ends of the connecting pipe main body are provided with threads
When the application method of the precast concrete pile is used, structural adhesive is poured into the sleeve part connected with the pile, then the inserting part connected with the pile is inserted into the sleeve part connected with the pile, and then pile driving construction is carried out.
Compared with the prior art, the precast concrete pile realizes coaxial and consistent connection of the real pile-forming main reinforcements, the strength of the connecting part is stronger than that of the main reinforcements, the integrity of the connected pile-forming is ensured, and the optimal shearing resistance, bending resistance and pulling resistance of one pile are really realized on the premise that the bearing capacity can completely meet the construction requirement; simultaneously, the cooperation sets up mechanical joint, and during the construction, the sleeve part of stake connection is poured into the structure and is glued, then inserts the socket part of stake connection in the sleeve part of stake connection, when the structure is glued and is not solidified yet, plays the effect of temporary connection, and the quick construction of being convenient for guarantees the engineering progress. The use method of the precast concrete pile is characterized in that the joints are fixedly connected through the engineering glue, and the engineering glue generally has good corrosion resistance, so that the precast concrete pile has strong corrosion resistance after being formed.
Drawings
Fig. 1 is a schematic perspective view of an embodiment of the present invention.
Fig. 2 is a bottom view of fig. 1.
Fig. 3 is a sectional view a-a of fig. 2.
Fig. 4 is a schematic structural diagram of a connection tube according to an embodiment of the present invention.
Fig. 5 is a schematic diagram of a connection state according to a first embodiment of the invention.
Fig. 6 is a schematic structural diagram of a mechanical joint according to an embodiment of the present invention.
Fig. 7 is a schematic structural diagram of an insert rod according to an embodiment of the present invention.
Fig. 8 is a schematic structural view of a fixing sleeve according to an embodiment of the present invention.
Fig. 9 is a sectional view taken along line B-B of fig. 8.
Fig. 10 is a cross-sectional view of C-C of fig. 8.
Fig. 11 is a schematic structural diagram of an elastic nut according to an embodiment of the present invention.
Fig. 12 is a right side view of fig. 11.
Fig. 13 is a cross-sectional view taken along line D-D of fig. 12.
Fig. 14 is a schematic structural diagram of a limiting member according to an embodiment of the invention.
Fig. 15 is a side view of fig. 14.
Fig. 16 is a schematic front view of the second embodiment of the present invention.
Fig. 17 is a schematic partial sectional front view of a second embodiment of the present invention.
Fig. 18 is a schematic perspective view, partially in section, of a second embodiment of the present invention.
Fig. 19 is a schematic diagram of a plugging process according to a second embodiment of the present invention.
Fig. 20 is a schematic diagram of the plugging state of the second embodiment of the present invention.
Fig. 21 is a perspective view of a connectable square pile of the prior art.
Fig. 22 is a bottom view of fig. 21.
Fig. 23 is a cross-sectional view M-M of fig. 22.
Detailed Description
Example one
As shown in fig. 1 to 5, a precast concrete pile is a tubular pile, and includes a pile body, one end of a part of main reinforcement 1 of the precast concrete pile is connected with a connecting pipe 2, two ends of the other main reinforcement 1 are provided with connecting sleeves 3, the connecting sleeves 3 are sleeve-shaped structures provided with internal threads, the other end of the main reinforcement 1 connected with the connecting pipe 2 extends out of the end surface of the precast concrete pile to form a main reinforcement extending part 11, and further to form a splicing part for pile connection, the connecting pipe is arranged in the pile body, and the connecting pipe is far away from one end port of the main reinforcement and faces the outer side of the end surface of the pile body, the 2 end ports of the connecting pipe form a sleeve part for pile connection, the length of the main reinforcement extending part 11 is greater than or equal to three times of the diameter of the main reinforcement, and the length of the inner space of the connecting pipe is greater than or equal to three times of the diameter of the main reinforcement. In a preferred embodiment, the length of the bead-extending part 11 is less than or equal to the length of the inner space of the connection pipe 2. If the precast concrete pile of the embodiment is a prestressed pile, the length of each main reinforcement is required to be consistent, and the pre-pressure of each main reinforcement is ensured to be uniform and consistent; if the precast concrete pile is a non-prestressed pile, the lengths of all the main reinforcements are not limited by the consistent length. The end face of the precast concrete pile, which forms the main reinforcement extension portion, is provided with a quick connection mechanical joint, and the quick connection mechanical joint is connected with a main reinforcement which does not extend out of the end face of the precast concrete pile through a connecting sleeve. In this embodiment, the mechanical joint is provided for the purpose of: the sleeve part of stake connection is poured into the structure and is glued, then in inserting the socket joint portion of stake connection and connecting, when the structure is glued and is not solidified yet, mechanical joint plays the temporary connection, is convenient for quick construction, guarantees the engineering progress. The mechanical joints arranged at the end parts are uniformly distributed, so that the force distribution is balanced. All main reinforcement extending parts are also uniformly distributed, so that the mechanical property of the pile can be ensured, the equivalent prepressing force of the prestressed pile can be ensured to be the same, the balanced pressing is ensured, and the optimal quality of the pile is ensured.
In a preferred embodiment, one end of a part of the main bars of the precast concrete pile is connected with the connecting pipe, and both ends of the other main bars are provided with tensioning sleeves, the tensioning sleeves are sleeve-shaped structures provided with internal threads, and the quick connection mechanical joint is arranged in the tensioning sleeves, and in the preferred embodiment, the tensioning sleeves are used as the connecting sleeves 3. The other end of the main reinforcement connected with the connecting pipe extends out of the end face of the precast concrete pile to form a main reinforcement extending part. The precast concrete pile is a prestressed pile, part of main reinforcements extend out of the end face of the precast concrete pile, the length of each main reinforcement of the precast concrete pile is required to be consistent, and the pre-pressure of each main reinforcement is ensured to be uniform and consistent.
When the precast concrete pile is a prestressed and non-prestressed mixed pile, one end of a part of main reinforcements is connected with the connecting pipe, other main reinforcements are prestressed main reinforcements, tensioning sleeves are arranged at two ends of each prestressed main reinforcement, the tensioning sleeves are sleeve-shaped structures with internal threads, and the quick-connection mechanical joint is arranged in each tensioning sleeve. The precast concrete pile is a prestressed and non-prestressed mixed pile, part of main reinforcements extend out of the end face of the precast concrete pile, the length of each main reinforcement of the precast concrete pile is required to be consistent, the prestress of each main reinforcement is ensured to be uniform and consistent, the length of each non-prestressed main reinforcement is not limited by the consistent length, and the precast concrete pile is set according to actual requirements.
As shown in fig. 4, the connecting pipe 2 includes a connecting pipe main body 21 and a connecting portion 22 for connecting with the main bar 1, the connecting portion 22 is a radially inward flange, the flange can limit the upset head of the main bar 1 in the connecting pipe main body 21, and the length of the connecting pipe main body 21 is more than 60 mm. In a preferred embodiment, the connection portion 22 is a connection nut screwed to the inside of the connection pipe body. To being used for the coupling nut who is connected with the rod iron the terminal surface of coupling nut orientation the inboard one end of connecting pipe main part is the toper face of indent, coupling nut's the other end inboard is hexagonal hole structure, and the installation of turn round is carried out to the convenient to use hexagonal spanner, the apex angle of toper face is 120 degrees, coupling nut's radial length is more than 10 millimeters. For the connecting nut connected with the deformed steel bar, the inner wall of the connecting nut is provided with threads, and the end part of the deformed steel bar is connected with the connecting nut through the threads. The inner sides of two ends of the connecting pipe main body 21 are provided with threads, one end of the connecting pipe main body is used for installing a connecting nut, the other end of the connecting pipe main body is used for tensioning a main rib and used as a tensioning hole, and the connecting pipe main body can also be provided with internal threads on the whole body, so that the connecting strength of the inserting part and the sleeve part is further enhanced.
The quick-connect mechanical joint 4 includes a plug rod 41 and a clamping portion 42. As shown in fig. 6 to 15, in a preferred embodiment, the insert rod 41 includes a fixing seat 411 and a plug 412 disposed on the fixing seat 411, the fixing seat 411 is fixed in the connecting sleeve 3 at one end of the main rib 1, the outer wall of the plug 412 is provided with a latch, the latching portion 42 includes a fixing sleeve 421, an elastic nut accommodating cavity 422 is disposed in the fixing sleeve 421, an elastic nut 423 is disposed in the elastic nut accommodating cavity 422, the elastic nut 423 includes an elastic portion 424 capable of radially expanding and contracting, the inner side of the elastic portion 423 is provided with a latch cooperating with the plug 412, one end of the fixing sleeve 421 away from the insertion end is provided with a limiting member 425 capable of limiting the elastic nut 423, and one end of the elastic nut accommodating cavity 422 close to the insertion end is provided with a step surface for limiting the elastic nut 423. In a preferred embodiment, the elastic nut 423 includes an annular elastic nut body and two or more elastic pieces disposed on the elastic nut body, an end of the elastic piece faces to an end of the inserted rod, a latch engaged with the plug is disposed on an inner side of the elastic piece, and the limiting member 425 is a snap ring fixed or limited in the fixing sleeve. The snap ring is an annular structure provided with a fracture, so that the snap ring has radial elasticity, can be elastically contracted, installed into the circumferential groove of the fixing sleeve 421 and rebounded to realize fixation.
In addition to the above structure forms, the mechanical joint may be any existing mechanical joint, including but not limited to a precast concrete pile quick joint disclosed in patent [ 2015204447851 ], a mechanical splicing joint disclosed in patent [ 2015207122349 ], a tooth-inserted connection mechanical joint disclosed in patent [ 2015206485006 ], a precast concrete member socket joint disclosed in patent [ 201620008421.3 ], a precast concrete member mechanical joint disclosed in patent [ 201621106867.6 ], a concrete assembled structure member socket joint disclosed in patent [ 201720863564.7 ], a concrete member connection joint disclosed in patent [ 201821045918.8 ], a concrete member connection joint disclosed in patent [ 201810847677.7 ], a precast concrete member mechanical joint disclosed in patent [ 201810844323.7 ], a precast concrete member joint disclosed in patent [ 201910020327.8 ], a spring snap mechanical joint disclosed in patent [ 201910718379.2 ], a tooth mechanical joint disclosed in patent [ 202020570599.3 ], and the like.
Example two
As shown in fig. 16 to 20, the present embodiment is different from the first embodiment in that the present embodiment is a solid square pile, and the structure of the connecting pipe 2 and the structure of the mechanical joint 4 in the present embodiment are the same as the first embodiment. Similarly, the mechanical joints 4 arranged at the end of the present embodiment are symmetrically distributed, so as to ensure that the force distribution is balanced. All the main reinforcement extending parts 11 are also uniformly distributed, so that the mechanical property of the pile can be ensured, the equivalent pre-pressure of the pre-stressed pile can be ensured to be the same, the balanced pressure application is ensured, and the optimal quality of the pile is ensured. Similarly, if the precast concrete pile of the embodiment is a prestressed pile, the length of each main reinforcement 1 is required to be consistent, and the pre-pressure of each main reinforcement 1 is ensured to be uniform; if the precast concrete pile is a non-prestressed pile, the lengths of all the main bars 1 are not limited by the uniform length. If the precast concrete pile is a prestressed and non-prestressed mixed pile, part of the main reinforcements extend out of the end face of the precast concrete pile, the length of each main reinforcement 1 of the precast concrete pile is required to be consistent, the prestress of each main reinforcement is ensured to be uniform and consistent, the length of the non-prestressed main reinforcements is not limited by the consistent length, and the precast concrete pile is set according to actual requirements.
EXAMPLE III
When the precast concrete pile using method is used, structural glue is poured into the sleeve part connected with the pile, then the insertion part connected with the pile is inserted into the sleeve part connected with the pile, the mechanical joint at the end part is inserted, and then pile sinking construction is carried out. When the inserted pile is the bottommost pile, the bottom main reinforcement of the inserted pile does not extend out of the end face, a tensioning sleeve connected with the main reinforcement can be arranged at the end face, a pile tip (including but not limited to a concrete pile tip and a steel pile tip) can be arranged at the bottom end, and an end plate can be arranged at the bottom end. One bottom pile may be sequentially connected with one or more precast concrete piles according to embodiments of the present invention. In the construction method, the splicing parts do not need to be assembled on site, and the construction efficiency is high.
The precast concrete piles of the embodiments of the present application realize the coaxial and uniform connection of true pile-forming main reinforcements (as shown in fig. 5, fig. 19 and fig. 20, after pile forming, the main reinforcements of all single piles are connected into a whole by the connection method of the present invention), and the strength of the connection part is stronger than the strength of the main reinforcement itself (as shown in table 1, table 2 and table 3, the test results of the precast concrete pile connection structure of the present invention indicate that the strength of the connection part is stronger than the strength of the main reinforcement itself in the crack resistance shear test, bending resistance test and tensile test, the connection pipe is arranged in the pile body, and one end port of the connection pipe far away from the main reinforcement faces the outer side of the end face of the pile body, the connection pipe plays the role of the main reinforcement in the pile body, the strength of the connection pipe is far greater than the strength of the main reinforcement, and if the main reinforcement is a prestressed main reinforcement, the connection pipe replaces a tensioning nut, because the connection of the present patent is a gapless connection of two single piles, the bearing capacity mainly depends on the structural strength of the pile, so that the bearing capacity of the invention is not repeated herein and can completely meet the construction requirement), and finally, the optimal shearing resistance, bending resistance and pulling resistance of the pile are really realized; because the joints are fixedly connected through the engineering adhesive, the engineering adhesive generally has good corrosion resistance, so that the precast concrete pile has strong corrosion resistance after being formed.
During construction, the sleeve parts connected with the piles are filled with structural adhesive, and then the inserting parts connected with the piles are inserted into the sleeve parts connected with the piles to be fixedly connected. The magnitude of the connection force between the single piles at this time is evaluated by calculation through the bond strength. The greater the bond strength, the more commonly determined by r ═ p/3.14 dL. p is the pull-out force, d, the bar diameter, L, the bar embedment length. Wrapping force: generally expressed in terms of bond strength of concrete. The physical quantity of the concrete resisting the steel bar slipping capacity is expressed by dividing its slipping force by the bond area (mpa), and in general, the bond strength refers to the shear stress along the contact surface between the steel bar and the concrete, i.e. the bonding stress. In fact, the stress and deformation state of concrete around the reinforcing steel bar are complex, and the bond strength changes with the bond length of the reinforcing steel bar, so the bond strength changes with the type of the reinforcing steel bar, the appearance shape, the embedding position in the concrete and the direction, and is also related to the strength of the concrete, namely the higher the compressive strength of the concrete. The strength of the engineering glue is usually several times of that of concrete, so that the engineering glue with the strength of pile body concrete more than 2 times of that of the engineering glue is selected, and the main reinforcement extends like a sleeve and has effective bonding (connection) length more than or equal to seven times of the diameter of the main reinforcement, so that the requirement of the strength of the joint can be completely met. For verification, experiments are specially carried out before the application of the patent, and the verification results are shown in tables 1, 2 and 3.
TABLE 1 record of the anti-cracking and shearing force test of the pipe pile
Table 1 is this patent the tubular pile experiment record of precast concrete pile, anti-split in the experimentation, when the loading capacity reached hundredth percent, the junction did not appear the crack, and the pile body did not appear the crack. When the load force reaches 110%, no crack appears at the joint when the load is finished, and a crack with the width of 0.1 mm appears on the pile body for the first time. The strength of the connecting structure is far higher than that of the pile body.
TABLE 2 record of the bending resistance test of the pipe pile
Table 2 is this patent the tubular pile bending test record of precast concrete stake, in the bending resistance experimentation, load capacity reaches when hundredth percent, and the junction does not appear the crack when holding the load, and the pile body does not appear the crack. When the load force reaches 115%, no crack appears at the joint when the load holding is finished, and cracks appear for the first time. The strength of the connecting structure is far higher than that of the pile body.
Table 3 is this patent the tubular pile tensile load inspection report of precast concrete pile, among the tensile load inspection process, in 3 experiments that surpass standard 125KN, the reinforcing bar broke when being 165.5KN respectively, reinforcing bar pier head fracture when two 150.3KN, reinforcing bar fracture when three 162.8 KN.
TABLE 3 tensile load test report
Present connected mode can't reach the result of use of this patent, and traditional supplementary muscle plug-in connection mode exists to assist 4 direct concrete preformed hole 5 of pegging graft in the precast concrete stake owner muscle of muscle, as shown in fig. 21 to fig. 13, glues the two through the structure during the construction, assists 4 and concrete connection of muscle, and its pile body connects comprehensive mechanical properties: the shearing resistance, the bending resistance and the pulling resistance are far lower than those of the steel bar, the steel bar is only suitable for pile foundations with vertical bearing capacity requirements, and the connection of main bars on the same axis is not realized; in addition, the construction time is limited by the setting time of the glue. The traditional end plate welding connection meets the requirements of pile-forming shear resistance and bending resistance, but the uplift pile needs to be specially customized; when the electric welding is used for welding connection, the full welding is required to be carried out for three times, and the welding heat can cause secondary damage to concrete and a steel bar pier head. In addition, the construction cost and the welding cost of the anchoring end plates at the two ends of the pile are far higher than the implementation cost of the method, and the precast concrete pile with the end plates at the two ends of the traditional pile also runs against the great trend of 'energy conservation, emission reduction and double carbon policy'; according to the calculation mode of the average pile length of 11 meters in the industry, the output of the precast concrete pile in China is 45362 ten thousand extension meters (data source, China association for concrete and cement products), calculated in 2020, about 8247 ten thousand end plates are needed, namely about 160 ten thousand tons of steel are consumed, about 100 hundred million expenses are needed in conversion, and after the steel is replaced, about 288 ten thousand tons of carbon emission (calculated according to the standard that about 1.8 tons of carbon is emitted per ton of crude steel) can be reduced every year.
The above-mentioned embodiments are merely illustrative of the preferred embodiments of the present invention, and do not limit the scope of the present invention, and various modifications and improvements of the technical solution of the present invention by those skilled in the art should fall within the protection scope defined by the claims of the present invention without departing from the spirit of the present invention.
Claims (12)
1. The utility model provides a precast concrete pile, includes the pile body, its characterized in that: one end of a part of main reinforcements of the precast concrete pile is connected with a connecting pipe, the other end of the main reinforcements connected with the connecting pipe extends out of the end surface of the precast concrete pile to form a main reinforcement extending part, and then an inserting part connected with the pile is formed; the end face of the precast concrete pile, which forms the main reinforcement extension portion, is provided with a quick connection mechanical joint, and the quick connection mechanical joint is connected with a main reinforcement which does not extend out of the end face of the precast concrete pile through a connecting sleeve.
2. The precast concrete pile of claim 1, wherein: the length of the main rib extension part is less than or equal to the length of the inner space of the connecting pipe.
3. The precast concrete pile according to claim 1 or 2, wherein: the main rib extending parts are symmetrically distributed or uniformly distributed.
4. The precast concrete pile of claim 3, wherein: one end of part of main reinforcements of the precast concrete pile is connected with the connecting pipe, two ends of the other main reinforcements are provided with tensioning sleeves, the tensioning sleeves are sleeve-shaped structures provided with internal threads, and the quick connection mechanical joint is arranged in the tensioning sleeves; the other end of the main reinforcement connected with the connecting pipe extends out of the end face of the precast concrete pile to form a main reinforcement extending part.
5. The precast concrete pile of claim 3, wherein: when the precast concrete pile is a prestressed and non-prestressed mixed pile, one end of a part of main reinforcements is connected with the connecting pipe, other main reinforcements are prestressed main reinforcements, tensioning sleeves are arranged at two ends of each prestressed main reinforcement, the tensioning sleeves are sleeve-shaped structures with internal threads, and the quick-connection mechanical joint is arranged in each tensioning sleeve.
6. The precast concrete pile according to claim 4 or 5, wherein: the quick connection mechanical joint comprises an insertion rod and a clamping portion, wherein the insertion rod and the clamping portion can be inserted and clamped.
7. The precast concrete pile of claim 3, wherein: the connecting pipe comprises a connecting pipe main body and a connecting part used for being connected with the main rib, the connecting part is a flange which is inward in the radial direction, the flange can limit the upset head of the main rib in the connecting pipe main body, and the length of the connecting pipe main body is more than 60 mm.
8. The precast concrete pile of claim 7, wherein: the connecting part is a connecting nut fixed on the inner side of the connecting pipe main body through threads.
9. The precast concrete pile of claim 8, wherein: the end face of one end, facing the inner side of the connecting pipe main body, of the connecting nut is a concave conical surface, and the inner side of the other end of the connecting nut is of a hexagonal hole structure.
10. The precast concrete pile of claim 9, wherein: the vertex angle of the conical surface is 120 degrees, and the radial length of the connecting nut is more than 10 mm.
11. The precast concrete pile of claim 7, wherein: the inner sides of the two ends of the connecting pipe main body are both provided with threads.
12. A method of using a precast concrete pile according to any one of claims 1 to 11, characterized in that: when the pile connecting structure is used, structural adhesive is poured into the sleeve part connected with the pile, then the inserting part connected with the pile is inserted into the sleeve part connected with the pile, and then pile driving construction is carried out.
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| Application Number | Priority Date | Filing Date | Title |
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| CN202210043278.1A CN114215045A (en) | 2022-01-14 | 2022-01-14 | Precast concrete pile and using method thereof |
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| Application Number | Priority Date | Filing Date | Title |
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| CN202210043278.1A CN114215045A (en) | 2022-01-14 | 2022-01-14 | Precast concrete pile and using method thereof |
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| CN114215045A true CN114215045A (en) | 2022-03-22 |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN114991136A (en) * | 2022-06-22 | 2022-09-02 | 江苏交水建智能装备研究院有限公司 | Intelligent penetration pipe pile capable of achieving grouting at different depths and manufacturing method and using method thereof |
Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2012001981A (en) * | 2010-06-17 | 2012-01-05 | Fuji Kogyo Kk | Sc pile, pile head reinforcing bar for sc pile and installing method of pile head reinforcing bar for sc pile |
| CN205024671U (en) * | 2015-08-25 | 2016-02-10 | 袁江 | Precast concrete pile |
| CN205242392U (en) * | 2015-06-19 | 2016-05-18 | 成都华建管桩有限公司 | Novel no end plate prestressed concrete pipe pile and connection |
| KR102265365B1 (en) * | 2020-10-08 | 2021-06-15 | (주)아이원이앤씨 | Cast-in place pile for retensioning and reinforcement |
| CN216787100U (en) * | 2022-01-14 | 2022-06-21 | 湖北捷固筑工科技有限公司 | Precast concrete pile |
-
2022
- 2022-01-14 CN CN202210043278.1A patent/CN114215045A/en active Pending
Patent Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2012001981A (en) * | 2010-06-17 | 2012-01-05 | Fuji Kogyo Kk | Sc pile, pile head reinforcing bar for sc pile and installing method of pile head reinforcing bar for sc pile |
| CN205242392U (en) * | 2015-06-19 | 2016-05-18 | 成都华建管桩有限公司 | Novel no end plate prestressed concrete pipe pile and connection |
| CN205024671U (en) * | 2015-08-25 | 2016-02-10 | 袁江 | Precast concrete pile |
| KR102265365B1 (en) * | 2020-10-08 | 2021-06-15 | (주)아이원이앤씨 | Cast-in place pile for retensioning and reinforcement |
| CN216787100U (en) * | 2022-01-14 | 2022-06-21 | 湖北捷固筑工科技有限公司 | Precast concrete pile |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN114991136A (en) * | 2022-06-22 | 2022-09-02 | 江苏交水建智能装备研究院有限公司 | Intelligent penetration pipe pile capable of achieving grouting at different depths and manufacturing method and using method thereof |
| CN114991136B (en) * | 2022-06-22 | 2024-05-28 | 江苏交水建智能装备研究院有限公司 | Intelligent penetration pipe pile capable of realizing grouting at different depths and manufacturing method and using method thereof |
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