CN104652430A - Composite reinforcement partially prestressed concrete solid square pile and manufacturing method thereof - Google Patents
Composite reinforcement partially prestressed concrete solid square pile and manufacturing method thereof Download PDFInfo
- Publication number
- CN104652430A CN104652430A CN201410843352.3A CN201410843352A CN104652430A CN 104652430 A CN104652430 A CN 104652430A CN 201410843352 A CN201410843352 A CN 201410843352A CN 104652430 A CN104652430 A CN 104652430A
- Authority
- CN
- China
- Prior art keywords
- main muscle
- concrete
- prestressed
- concrete pile
- muscle
- 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
Links
Landscapes
- Piles And Underground Anchors (AREA)
Abstract
The invention relates to a composite reinforcement partially prestressed concrete solid square pile, which comprises a concrete pile body; the concrete pile body is connected with a concrete pile toe; a reinforcement cage is arranged in the concrete pile body; the reinforcement cage comprises non-prestressed main reinforcements, a prestressed main reinforcement and stirrups; the non-prestressed main reinforcements and the prestressed main reinforcement form the reinforcement cage through the square spiral stirrups; the four non-prestressed main reinforcements respectively located at four angular points of a square are buckled to the center near the end part of the concrete pile toe and extend into the concrete pile toe to form concrete pile toe anchor bars; a concrete pile center reinforcing rib is arranged in the concrete pile toe; the lower end of the concrete pile center reinforcing rib is connected with lower ends of the concrete pile toe anchor bars through welding. The composite reinforcement partially prestressed concrete solid square pile disclosed by the invention has a good corrosion resistant performance, a good deformation performance, a good mechanical property, a good anti-seismic property and a high embedding ability and a penetration capacity.
Description
Technical field
The invention belongs to field of civil engineering, particularly, relate to a kind of compound arrangement of reinforcement partially prestressed concrete solid square pile and preparation method thereof.
Background technology
Precast concrete pile, has and saves timber and steel, the advantage such as durable in use, cheap, has been widely used in the Foundation Design of hydraulic architecture, industrial construction, civilian construction, harbour and bridge, has also been usually used in antiskid or the water proof of side slope and pattern foundation pit supporting structure.The quality of precast concrete pile is more guaranteed compared with castinplace pile, and the concrete bearing capacity of folk prescription is also higher than castinplace pile.
In precast concrete pile foundation market, mainly comprise precast reinforced concrete pile and the large class of prestressed concrete pile two.
Prefabricated Reinforced Concrete Square Pile, complex process and ancient, cage of reinforcement is generally formed by manual colligation, time-consuming, effort, manually-operated unstability causes the dimension control of cage of reinforcement to be difficult to ensure, quality fluctuation is comparatively large, and comparatively wastes stirrup, and the breakage rate in transport below and work progress is also higher; Production cycle is long, of poor quality, and product quality is unstable; Concrete strength is low, and bearing capacity of pile fails to give full play to, and does not give full play to characteristic of material mechanics.
The prestressed concrete pile applied in the market is all the hollow pile of centrifugal forming mostly, adopt steel bar for prestressed concrete as main muscle, be that building field in a large number, extensively adopts because of advantages such as high, the main rigidity of soft tissues degree of production efficiency are relatively high, concrete strength is high, the cycle is very fast, and continuity uses so far, occupies critical role in current conventional piles basis always.But in production and application process, main muscle adopts the prestressing concrete hollow pile of rod iron to there is more problem.For the ease of stretch-draw in production, must rod iron hot heading technology be adopted, this heading and pile body end plate, stretch board be blocked and carries out prestressed stretch-draw, but to be undermined material impaired due to the heading position intensity of hot this rod iron of upsetting; Meanwhile, because rod iron heading precision is inconsistent, fully cannot contact with end plate during stretch-draw, cause end plate local failure; Rod iron controls inadequate due to cutting accuracy, causes rod iron length to differ, there will be Stress non-homogeneity in stretching process, the phenomenon even broken.In addition, in production, need centrifugal forming, the operations such as high-temperature steam curing, cause complex process.Prestressing concrete hollow pile mechanical property is better, but because rod iron fragility is high, cause overall fragility obvious, bending resistance and shear behavior deficiency, disaster occur time, escape and rescue the time relatively short, be unfavorable for personnel escape, for security consideration, a lot of area of China has started to forbid using prestressing concrete hollow pile in some pile foundation engineering.In addition because thickness of protection tier is inadequate, the reason such as closely knit owed by hollow position concrete, far can not meet erosion-resisting requirement, " industrial construction corrosion protection design specification " (GB50046-2008) 4.9.2 bar specifies: should select precast reinforced concrete pile under corrosive environment; This specification sheet 4.9.5 specifies, at chlorion CL
-with sulfate ion SO
4 2-in strong corrosive environment, maybe should should not adopt prestressed concrete pipe pile.
The main feature that prestress wire has the main feature that intensity is high and relaxation property is good is usually used in bridge, building, water conservancy, the energy and geotechnical engineering etc.; In recent years, China is also applied to prestressed concrete pile to steel strand and has carried out large quantifier elimination, but is only a kind of technical though mostly, is not but formed with the technical scheme of practical value.Prestress wire is as the main muscle of preformed pile prestressing force, high than the reinforcement of concrete prestressed steel bar intensity, ductility is good, but in actual applications, also there are distinct issues: one is steel strand forms by many steel wires are stranded, not easily weld, be not easily wound around, the cage of reinforcement that preformed pile is made up of reinforcing cage not easily makes; Although two is that to be applied in the technics comparing of the aspect steel strand prestress stretch-draw such as bridge ripe, be applied in the aspect of preformed pile, but research is few, relate generally to how by steel strand anchoring, stretch-draw, to put and to put each activitiess such as a follower head process.
In recent years, the domestic research also having occurred partially prestressed concrete stake, improve the shortcoming that prestressing concrete hollow pile fragility is large to a certain extent, as above the partially prestressed concrete hollow square pile of marine Ji Zhuan industry limited company development, but the main muscle of its prestressing force still adopts rod iron, manufacturing process centrifugal forming, does not improve the inherent defects such as complex manufacturing, pile body anti-corrosion capability be weak.
In sum, no matter domestic market is reinforced concrete rectangle pile or prestressed concrete pile, all can not have met the needs of current pile foundation engineering; The research of partially prestressed concrete stake, is also in the desk study stage; Steel strand are applied to concrete pile also the case history having building practical and be worth.
Summary of the invention
For problem above, the invention provides a kind of compound arrangement of reinforcement partially prestressed concrete solid square pile and preparation method thereof, in conjunction with the common advantage of prestressing concrete hollow pile and common Prefabricated Reinforced Concrete Square Pile, give full play to the advantage of prestressed reinforcement and nonprestressed reinforcement, using prestressed reinforcement and nonprestressed reinforcement as the main muscle of cage of reinforcement, presstressed reinforcing steel adopts prestress wire to replace rod iron, and non-prestressing tendon adopts screw-thread steel.
For achieving the above object, the present invention adopts following proposal:
A kind of compound arrangement of reinforcement partially prestressed concrete solid square pile, comprising: concrete pile body, concrete pile body is connected with concrete pile tip, is provided with reinforcing cage in concrete pile body; The cross section of concrete pile body is square, the concrete pile tip side of being taper; Wherein: reinforcing cage comprises 4n (n >=1, n is integer) the non-prestressed main muscle of root, 4m (m >=1, m is integer) the main muscle of root prestressing force and stirrup, stirrup adopts square spiral stirrups; Non-prestressed main muscle, the main muscle of prestressing force form reinforcing cage by square spiral stirrups, wherein 4 non-prestressed main muscle lay respectively at foursquare four angle points, every limit of quadrangle is provided with the non-prestressed main muscle of n-1 root except angle point, and the non-prestressed main muscle on every limit is evenly arranged along the length of side; Every limit of quadrangle arranges the main muscle of m root prestressing force, and the main muscle of prestressing force on every limit is evenly arranged along the length of side; The four non-prestressed main muscle being positioned at square four angle points bend to center near the end of concrete pile tip and stretch into concrete pile tip, formation concrete pile tip dowel, concrete pile tip central rib is established in concrete pile tip inside, and concrete pile tip central rib lower end and concrete pile tip dowel lower end are by being welded to connect; Non-prestressed main muscle is except four that are positioned at square four angle points, and the lower end of all the other non-prestressed main muscle is concordant with the top of concrete pile tip.
Relative to prior art, compound arrangement of reinforcement partially prestressed concrete solid square pile of the present invention has the good two-fold advantage of good, the non-prestressed deformation of products performance of prestressing force product mechanical property, and concrete manifestation is as follows:
1, Corrosion Protection is good, and by Shi Hanzhang, the development of control critical eigenvalue width can effectively improve pile body corrosion resistance characteristic, and solid square pile designs, and effectively can ensure thickness of protection tier;
2, deformation performance is good, and under destruction, the longitudinal direction that screw-thread steel effectively can delay to destroy crack is carried out, control critical eigenvalue width, and increase crack quantity thus release stress, steel strand are good than the reinforcement of concrete prestressed steel bar ductility, have better deformability;
3, excellent in mechanical performance, adopt high strength steel strand, high-strength concrete, steel strand are high than the reinforcement of concrete prestressed steel bar tensile strength;
4, anti-seismic performance is good, can be used for seismic fortification intensity 7 degree, 8 degree of districts;
5, enter rock, penetration capacity is strong, concrete pile tip and pile body integrated design, process simultaneously, simultaneously shaping, and in guarantee pile driving process, square pile enters rock, penetration capacity;
6, overlap convenient and reliable with cushion cap, by preset metallic spiral corrugated pipe, facilitate the connection of square pile and cushion cap, cushion cap is connected with pile body more reliable;
7, production technology is advanced, and manufacturing process is without the need to centrifugal forming, and reinforcing cage framework is welded by automatically sliding, and solves the difficult problem that steel strand cannot weld, and prestressed stretch-draw adopts Endless plate stretching mode, saves end plate.
Accompanying drawing explanation
Fig. 1 is the structural representation of compound arrangement of reinforcement partially prestressed concrete solid square pile;
Fig. 2 is the reinforcement structure schematic diagram of compound arrangement of reinforcement partially prestressed concrete solid square pile;
Fig. 3 is A-A generalized section in Fig. 2;
Fig. 4 is presstressed reinforcing steel dew muscle place, compound arrangement of reinforcement partially prestressed concrete solid square pile top topping schematic diagram;
Fig. 5 is compound arrangement of reinforcement partially prestressed concrete solid square pile concrete pile tip presstressed reinforcing steel dew muscle place topping schematic diagram;
Fig. 6 is the structural representation of the compound arrangement of reinforcement partially prestressed concrete solid square pile with attached muscle;
Fig. 7 is B-B generalized section in Fig. 6;
Fig. 8 is the generalized section of the compound arrangement of reinforcement partially prestressed concrete solid square pile with 8 attached muscle;
Fig. 9 is the structural representation of the compound arrangement of reinforcement partially prestressed concrete solid square pile with metallic spiral corrugated pipe;
Figure 10 is C-C generalized section in Fig. 9;
Figure 11 is the generalized section of the compound arrangement of reinforcement partially prestressed concrete solid square pile with 8 metallic spiral corrugated pipes;
Figure 12 is the cross sectional representation that compound arrangement of reinforcement partially prestressed concrete solid square pile is furnished with 4 non-prestressed main muscle, 8 main muscle of prestressing force;
Figure 13 is the cross sectional representation that compound arrangement of reinforcement partially prestressed concrete solid square pile is furnished with 8 non-prestressed main muscle, 8 main muscle of prestressing force;
Figure 14 is the cross sectional representation that compound arrangement of reinforcement partially prestressed concrete solid square pile is furnished with 8 non-prestressed main muscle, 16 main muscle of prestressing force;
In figure: 1, concrete pile body, 2, reinforcing cage, 21, non-prestressed main muscle, 22, the main muscle of prestressing force, 23, square spiral stirrups, 24, attached muscle, 25, metallic spiral corrugated pipe, 3, concrete pile tip, 31, concrete pile tip dowel, 32, concrete pile tip steel boots, 33, concrete pile tip central rib, 4, stake end mesh sheet, 5, cement mortar, 6, epoxy resin.
Detailed description of the invention
As shown in Figure 1, Figure 2, Figure 3, Figure 4, compound arrangement of reinforcement partially prestressed concrete solid square pile, comprising: concrete pile body 1, concrete pile body 1 is connected with concrete pile tip 3, is provided with reinforcing cage 2 in concrete pile body 1; The cross section of concrete pile body 1 is square, and concrete pile tip 3 is in square taper.
Reinforcing cage 2 comprises non-prestressed main muscle 21, the main muscle 22 of prestressing force and stirrup 23, and non-prestressed main muscle 21 is provided with four, and the main muscle 22 of prestressing force is provided with four, and stirrup 23 adopts square spiral stirrups; Four non-prestressed main muscle, 21, four main muscle 22 of prestressing force form reinforcing cage 2 by square spiral stirrups 23, the cross section of reinforcing cage 2 is square, four non-prestressed main muscle 21 are positioned at foursquare angle point, and four main muscle of prestressing force 22 lay respectively at the mid point of square four edges; Four non-prestressed main muscle 21 bend to center near the end of concrete pile tip and stretch into concrete pile tip, formation concrete pile tip dowel 31, concrete pile tip central rib 33 is established in concrete pile tip 3 inside, and concrete pile tip central rib 33 lower end and concrete pile tip dowel 31 lower end are by being welded to connect.
Non-prestressed main muscle 21 adopts HRB400 or HRB500 screw-thread steel, and the main muscle of prestressing force 22 adopts steel strand for prestressed concrete, and stirrup 23 adopts cold-drawn low-carbon wire or hot-rolled carbon steel wire rods.
The top of concrete pile body 1 is provided with stake end mesh sheet 4, and stake end mesh sheet 4 is fixedly connected with the top of reinforcing cage 2.
The two ends up and down of the main muscle 22 of prestressing force are stretched out by concrete pile body 1 top, concrete pile tip respectively; As shown in Figure 4, the main muscle 22 of prestressing force stretches out from the top of concrete pile body 1 and is provided with round taper hole, and this round taper hole adopts cement mortar 5 shutoff, to protect steel strand; As shown in Figure 5, the main muscle 22 of prestressing force stretches out from the concrete pile tip of concrete pile body 1 and is provided with round taper hole, and epoxy resin 6 shutoff of this round taper hole, carries out steel strand anti-corrosion treatment, to protect steel strand.
Reinforcing cage, stake end mesh sheet, concrete pile tip dowel, concrete pile tip central rib, form overall skeleton, skeleton and concrete form into solid pile body.
As further improvement, following scheme can be had:
As shown in Figure 6, Figure 7, the top of compound arrangement of reinforcement partially prestressed concrete solid square pile is provided with 4 attached muscle 24,4 attached muscle 24 lay respectively at foursquare four limit immediate vicinity near the position of the main muscle of prestressing force, attached muscle 24 and stirrup 23 are by colligation or be weldingly connected, when overlapping with cushion cap after pile sinking, abolish the concrete of stake end, the additional main muscle of non-prestressed main muscle 21, attached muscle 24 and cushion cap is by being welded to connect, be applicable to the occasion higher to shockproof requirements, attached muscle 24 adopts HRB400 or HRB500 screw-thread steel, length 1 ~ 3 meter; Further, as shown in Figure 8, the top of compound arrangement of reinforcement partially prestressed concrete solid square pile is provided with 8 attached muscle 24, and foursquare four every limits, limit are provided with 2 attached muscle 24.
As shown in Figure 9, Figure 10, the prefabricated 4 metallic spiral corrugated pipes 25 in top of compound arrangement of reinforcement partially prestressed concrete solid square pile, 4 metallic spiral corrugated pipes 25 lay respectively at the position of foursquare four angle points inside non-prestressed main muscle 21, metallic spiral corrugated pipe 25 is connected with stirrup 23, square pile coordinates the connection realized with cushion cap with the additional main muscle on cushion cap by metallic spiral corrugated pipe 25, both the connection of square pile and cushion cap had been facilitated, make again the connection of cushion cap and pile body more reliable, metallic spiral corrugated pipe 25 length 1 ~ 3 meter; Further, as shown in figure 11, the prefabricated 8 metallic spiral corrugated pipes 25 in top of compound arrangement of reinforcement partially prestressed concrete solid square pile, lay respectively at foursquare four angle points and four Mei Bian centers, limit.
As shown in figure 12, reinforcing cage 2 adopts 4 non-prestressed main muscle and 8 main muscle of prestressing force, and 4 non-prestressed main muscle lay respectively at foursquare four angle points, and 8 main muscle of prestressing force are uniform along foursquare four edges;
As shown in figure 13, reinforcing cage 2 adopts 8 non-prestressed main muscle and 8 main muscle of prestressing force, the mid point that wherein 4 non-prestressed main muscle lay respectively at foursquare four angle points, 4 non-prestressed main muscle lay respectively at four limits, 8 main muscle of prestressing force are uniform along foursquare four edges;
As shown in figure 14, reinforcing cage 2 adopts 8 non-prestressed main muscle and 16 main muscle of prestressing force, the mid point that wherein 4 non-prestressed main muscle lay respectively at foursquare four angle points, 4 non-prestressed main muscle lay respectively at four limits, 16 main muscle of prestressing force are uniform along foursquare four edges;
And then pushing away it, reinforcing cage 2 comprises the non-prestressed main muscle 21 of 4n (n >=1) root, the main muscle 22 of 4m (m >=1) root prestressing force; Wherein 4 non-prestressed main muscle lay respectively at foursquare four angle points, and every limit of quadrangle is provided with the non-prestressed main muscle of n-1 root except angle point, and the non-prestressed main muscle 21 on every limit is evenly arranged along the length of side; Every limit arranges the main muscle 22 of m root prestressing force, and the main muscle 22 of prestressing force on every limit is evenly arranged along the length of side.
Non-prestressed main muscle 21 is except four that are positioned at corner, and the lower end of all the other non-prestressed main muscle 21 is concordant with the top of concrete pile tip.
Further, concrete pile tip 3 comprises concrete pile tip steel boots 32, and concrete pile tip steel boots 32 and concrete pile tip dowel 31 are weldingly connected by parallels or short muscle, and concrete pile tip central rib 33 lower end is welded with steel boots 32.
The preparation method of above-mentioned compound arrangement of reinforcement partially prestressed concrete solid square pile, comprises the steps:
A, the standby reinforcing cage basic framework be made up of non-prestressed main muscle of employing cage of reinforcement automatic seam-welding mechanism;
B, placement termination mesh sheet, termination mesh sheet be connected with stirrup by colligation or welding manner, the main muscle in corner of bending concrete pile tip end bar cage, central rib lower end and concrete pile tip dowel lower end are by being welded to connect;
C, prepare mould, and on mould separant coating, reinforcing cage basic framework is arranged on mould;
D, preparation tensioning equipment, ground tackle, penetrate the main muscle of prestressing force according to distributed steel requirement in reinforcing cage, and fixed on tensioning equipment by main for prestressing force muscle and fix with ground tackle, in concrete pile body, the main muscle of prestressing force is connected with stirrup colligation;
E, carry out the rib prestressed stretch-draw of prestressing force master;
F, prepare concrete, be poured in mould, and carry out vibrations tamping;
G, employing natural curing or stream curing;
H, concrete reach prescribed strength, put the main muscle of tension prestress, and the main muscle of prestressing force at place is put in process, stake end prestressing force main muscle dew muscle place with pile body with strength concrete shutoff, the muscle place epoxy resin shutoff of concrete pile tip prestressing force main muscle dew.
As further improvement, following scheme can be had:
One set of die makes many square piles simultaneously, and the reinforcing bar basic framework of many square piles is successively placed in mould, and the main muscle of prestressing force of the section same position of many square piles is connected to an entirety, simultaneous tension.
In stepb, concrete pile tip arranges steel boots 32, and is connected with non-prestressed main muscle by welding by steel boots 32.
In stepb, stake end arranges attached muscle, and attached muscle and stirrup are by colligation or be weldingly connected;
In stepb, the preset metallic spiral corrugated pipe of stake end, metallic spiral corrugated pipe is connected by colligation with stirrup.
Claims (10)
1. a compound arrangement of reinforcement partially prestressed concrete solid square pile, comprising: concrete pile body, concrete pile body is connected with concrete pile tip, is provided with reinforcing cage in concrete pile body; The cross section of concrete pile body is square, the concrete pile tip side of being taper; It is characterized in that: reinforcing cage comprises 4n (n >=1, n is integer) the non-prestressed main muscle of root, 4m (m >=1, m is integer) the main muscle of root prestressing force and stirrup, stirrup adopts square spiral stirrups; Non-prestressed main muscle, the main muscle of prestressing force form reinforcing cage by square spiral stirrups, wherein 4 non-prestressed main muscle lay respectively at foursquare four angle points, every limit of quadrangle is provided with the non-prestressed main muscle of n-1 root except angle point, and the non-prestressed main muscle on every limit is evenly arranged along the length of side; Every limit of quadrangle arranges the main muscle of m root prestressing force, and the main muscle of prestressing force on every limit is evenly arranged along the length of side; The four non-prestressed main muscle being positioned at square four angle points bend to center near the end of concrete pile tip and stretch into concrete pile tip, formation concrete pile tip dowel, concrete pile tip central rib is established in concrete pile tip inside, and concrete pile tip central rib lower end and concrete pile tip dowel lower end are by being welded to connect; Non-prestressed main muscle is except four that are positioned at square four angle points, and the lower end of all the other non-prestressed main muscle is concordant with the top of concrete pile tip.
2. compound arrangement of reinforcement partially prestressed concrete solid square pile according to claim 1, it is characterized in that: preferably, non-prestressed main muscle is provided with four, and the main muscle of prestressing force is provided with four; Or preferably, reinforcing cage adopts 4 non-prestressed main muscle and 8 main muscle of prestressing force; Or preferably, reinforcing cage adopts 8 non-prestressed main muscle and 8 main muscle of prestressing force; Or preferably, reinforcing cage adopts 8 non-prestressed main muscle and 16 main muscle of prestressing force.
3. the compound arrangement of reinforcement partially prestressed concrete solid square pile according to claim 1-2, it is characterized in that: preferably, concrete pile tip comprises concrete pile tip steel boots, concrete pile tip steel boots and concrete pile tip dowel are weldingly connected by parallels or short muscle, and concrete pile tip central rib lower end is welded with steel boots.
4. the compound arrangement of reinforcement partially prestressed concrete solid square pile according to claim 1-3, is characterized in that: preferably, the top of concrete pile body is provided with stake end mesh sheet, and stake end mesh sheet is fixedly connected with the top of reinforcing cage.
5. the compound arrangement of reinforcement partially prestressed concrete solid square pile according to claim 1-4, is characterized in that: preferably, the two ends up and down of the main muscle of prestressing force are stretched out by concrete pile body top, concrete pile tip respectively; Preferably, the main muscle of prestressing force stretches out from the top of concrete pile body and is provided with round taper hole, and this round taper hole adopts cement mortar shutoff; Preferably, the main muscle of prestressing force stretches out from the concrete pile tip of concrete pile body and is provided with round taper hole, the epoxy resin shutoff of this round taper hole.
6. the compound arrangement of reinforcement partially prestressed concrete solid square pile according to claim 1-5, it is characterized in that: preferably, the top of compound arrangement of reinforcement partially prestressed concrete solid square pile is provided with 4 attached muscle, 4 attached muscle lay respectively at foursquare four limit immediate vicinity near the position of the main muscle of prestressing force, and attached muscle and stirrup are by colligation or be weldingly connected; Preferably, attached muscle adopts HRB400 or HRB500 screw-thread steel, length 1 ~ 3 meter; Preferably, the top of compound arrangement of reinforcement partially prestressed concrete solid square pile is provided with 8 attached muscle, and foursquare four every limits, limit are provided with 2 attached muscle.
7. the compound arrangement of reinforcement partially prestressed concrete solid square pile according to claim 1-6, it is characterized in that: preferably, the prefabricated 4 metallic spiral corrugated pipes in top of compound arrangement of reinforcement partially prestressed concrete solid square pile, 4 metallic spiral corrugated pipes lay respectively at the foursquare position of four angle points inside non-prestressed main muscle, metallic spiral corrugated pipe is connected with stirrup, metallic spiral corrugated length of tube 1 ~ 3 meter; Preferably, the prefabricated 8 metallic spiral corrugated pipes in top of compound arrangement of reinforcement partially prestressed concrete solid square pile, lay respectively at foursquare four angle points and four Mei Bian centers, limit.
8. the compound arrangement of reinforcement partially prestressed concrete solid square pile according to claim 1-7, it is characterized in that: non-prestressed main muscle adopts HRB400 or HRB500 screw-thread steel, the main muscle of prestressing force adopts steel strand for prestressed concrete, and stirrup adopts cold-drawn low-carbon wire or hot-rolled carbon steel wire rods.
9. the preparation method of one of claim 1-8 described compound arrangement of reinforcement partially prestressed concrete solid square pile, is characterized in that, comprise the steps:
A, the standby reinforcing cage basic framework be made up of non-prestressed main muscle of employing cage of reinforcement automatic seam-welding mechanism;
B, placement termination mesh sheet, termination mesh sheet be connected with stirrup by colligation or welding manner, the main muscle in corner of bending concrete pile tip end bar cage, central rib lower end and concrete pile tip dowel lower end are by being welded to connect;
C, prepare mould, and on mould separant coating, reinforcing cage basic framework is arranged on mould;
D, preparation tensioning equipment, ground tackle, penetrate the main muscle of prestressing force according to distributed steel requirement in reinforcing cage, and fixed on tensioning equipment by main for prestressing force muscle and fix with ground tackle, in concrete pile body, the main muscle of prestressing force is connected with stirrup colligation;
E, carry out the rib prestressed stretch-draw of prestressing force master;
F, prepare concrete, be poured in mould, and carry out vibrations tamping;
G, employing natural curing or stream curing;
H, concrete reach prescribed strength, put the main muscle of tension prestress, and the main muscle of prestressing force at place is put in process, stake end prestressing force main muscle dew muscle place with pile body with strength concrete shutoff, the muscle place epoxy resin shutoff of concrete pile tip prestressing force main muscle dew.
10. the preparation method of compound arrangement of reinforcement partially prestressed concrete solid square pile according to claim 9, is characterized in that:
Preferably, one set of die makes many square piles simultaneously, and the reinforcing bar basic framework of many square piles is successively placed in mould, and the main muscle of prestressing force of the section same position of many square piles is connected to an entirety, simultaneous tension;
Preferably, in stepb, concrete pile tip arranges steel boots, and is connected with non-prestressed main muscle by welding by steel boots;
Preferably, in stepb, stake end arranges attached muscle, and attached muscle and stirrup are by colligation or be weldingly connected;
Preferably, in stepb, the preset metallic spiral corrugated pipe of stake end, metallic spiral corrugated pipe is connected by colligation with stirrup.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201410843352.3A CN104652430A (en) | 2014-12-30 | 2014-12-30 | Composite reinforcement partially prestressed concrete solid square pile and manufacturing method thereof |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201410843352.3A CN104652430A (en) | 2014-12-30 | 2014-12-30 | Composite reinforcement partially prestressed concrete solid square pile and manufacturing method thereof |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN104652430A true CN104652430A (en) | 2015-05-27 |
Family
ID=53244024
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201410843352.3A Pending CN104652430A (en) | 2014-12-30 | 2014-12-30 | Composite reinforcement partially prestressed concrete solid square pile and manufacturing method thereof |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN104652430A (en) |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105598568A (en) * | 2015-12-31 | 2016-05-25 | 青岛昊河水泥制品有限责任公司 | Reinforcement skeleton roll welding machine, reinforcement skeleton production method and square pile production method |
| KR101933194B1 (en) | 2017-04-24 | 2018-12-27 | 이상진 | Manufacturing method of concrete pile reinforced rigidity |
| CN110453681A (en) * | 2019-05-31 | 2019-11-15 | 俞晓东 | Steel strand wires concrete-pile and its manufacturing method |
| CN112392034A (en) * | 2020-11-19 | 2021-02-23 | 浙江坤皇基础工程有限公司 | Combined prestressed concrete pipe pile |
Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2009097278A (en) * | 2007-10-18 | 2009-05-07 | Maeda Seikan Kk | Centrifugal reinforced concrete pile with high bending resistance |
| CN102966101A (en) * | 2012-11-29 | 2013-03-13 | 青岛昊河水泥制品有限责任公司 | Prestressed concrete solid square pile and making method thereof |
| CN102995629A (en) * | 2012-12-17 | 2013-03-27 | 青岛昊河水泥制品有限责任公司 | Precast reinforced concrete square pile and manufacturing method thereof |
| CN203007937U (en) * | 2012-12-17 | 2013-06-19 | 青岛昊河水泥制品有限责任公司 | Prestressed concrete square pile |
-
2014
- 2014-12-30 CN CN201410843352.3A patent/CN104652430A/en active Pending
Patent Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2009097278A (en) * | 2007-10-18 | 2009-05-07 | Maeda Seikan Kk | Centrifugal reinforced concrete pile with high bending resistance |
| CN102966101A (en) * | 2012-11-29 | 2013-03-13 | 青岛昊河水泥制品有限责任公司 | Prestressed concrete solid square pile and making method thereof |
| CN102995629A (en) * | 2012-12-17 | 2013-03-27 | 青岛昊河水泥制品有限责任公司 | Precast reinforced concrete square pile and manufacturing method thereof |
| CN203007937U (en) * | 2012-12-17 | 2013-06-19 | 青岛昊河水泥制品有限责任公司 | Prestressed concrete square pile |
Non-Patent Citations (1)
| Title |
|---|
| 宁仁岐: "《建筑施工技术》", 31 July 2002 * |
Cited By (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105598568A (en) * | 2015-12-31 | 2016-05-25 | 青岛昊河水泥制品有限责任公司 | Reinforcement skeleton roll welding machine, reinforcement skeleton production method and square pile production method |
| CN105598568B (en) * | 2015-12-31 | 2017-11-14 | 青岛昊河水泥制品有限责任公司 | Reinforced bar skeleton seam welder, Making of reinforcement cage method and square pile preparation method |
| KR101933194B1 (en) | 2017-04-24 | 2018-12-27 | 이상진 | Manufacturing method of concrete pile reinforced rigidity |
| CN110453681A (en) * | 2019-05-31 | 2019-11-15 | 俞晓东 | Steel strand wires concrete-pile and its manufacturing method |
| CN110453681B (en) * | 2019-05-31 | 2023-12-22 | 俞晓东 | Steel strand concrete pile and manufacturing method thereof |
| CN112392034A (en) * | 2020-11-19 | 2021-02-23 | 浙江坤皇基础工程有限公司 | Combined prestressed concrete pipe pile |
| CN112392034B (en) * | 2020-11-19 | 2022-04-26 | 浙江浩达基础工程有限公司 | Combined prestressed concrete pipe pile |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN102828510B (en) | H type soldier pile and preparation method thereof | |
| CN104563103A (en) | Composite-reinforcement partially-prestressed concrete solid square pile and production method thereof | |
| CN101701485A (en) | Hollow steel pipe-reinforced concrete superimposed member | |
| CN104652430A (en) | Composite reinforcement partially prestressed concrete solid square pile and manufacturing method thereof | |
| CN108678225A (en) | The built-in steel plate combined shear wall of built-in presstressed reinforcing steel steel pipe concrete frame and the practice | |
| CN102345292B (en) | A kind of composite prestressed uplift pile with enlarged footing | |
| CN106930436B (en) | Reinforced concrete shear wall with built-in prestressed steel diagonal bracing | |
| CN106626032A (en) | Integral type inner protrusion hollow uplift pile and preparation method thereof | |
| CN211646353U (en) | Integral bridge pile foundation structure adopting ECC concrete | |
| CN202730755U (en) | H-shaped support pile | |
| CN103924676B (en) | Prestressing force connects beams of concrete concrete-filled circular steel tube column node | |
| CN208668684U (en) | Prestressed steel pipe concrete frame double steel plate shear wall built in one kind | |
| CN202194130U (en) | Compound pre-stressed anti-pulling pile with enlarged head | |
| CN103850253B (en) | The method of attachment of pretensioning prestressed concrete pile, production method and stake and cushion cap | |
| CN203755302U (en) | Pre-tensioned pre-stressed concrete pile | |
| CN205531020U (en) | Join in marriage and bundle wire spiral square steel tube high -strength concrete post | |
| CN109208463A (en) | Bottom segment uses the Precast Concrete Segmental Bridges bridge pier of Component composition form | |
| CN201794215U (en) | Pretensioning method prestress reinforced concrete prefabricated beam | |
| CN203452066U (en) | Non-prestressed high-strength centrifugal concrete square pile | |
| CN105665906B (en) | Reinforced bar skeleton seam welder, Making of reinforcement cage method and square pile preparation method | |
| CN203939023U (en) | Anti-seismic prefabricated concrete triangle solid pile | |
| CN209244093U (en) | Ultra-high performance concrete is without regular reinforcement Prestressed U type beam | |
| CN206216889U (en) | A kind of hollow uplift pile of monoblock type internal projection | |
| CN205380353U (en) | Steel bar framework seam welder | |
| CN108374318A (en) | A kind of steel-ultra-high performance concrete adapter section and preparation method thereof |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C06 | Publication | ||
| PB01 | Publication | ||
| C10 | Entry into substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| RJ01 | Rejection of invention patent application after publication |
Application publication date: 20150527 |
|
| RJ01 | Rejection of invention patent application after publication |