CN104727302A - Cast-in-place construction process for inter-pile board wall between slide-resistant piles - Google Patents
Cast-in-place construction process for inter-pile board wall between slide-resistant piles Download PDFInfo
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Abstract
The invention discloses a cast-in-place construction process for an inter-pile board wall between slide-resistant piles. The inter-pile board wall to be constructed is located between the two adjacent slide-resistant piles. The process includes the steps that firstly, construction surveying is performed; secondly, construction of the slide-resistant piles is performed, wherein the two slide-resistant piles are constructed respectively; thirdly, excavation of inter-pile soil is performed, wherein the soil between the two slide-resistant piles is excavated in multiple layers from top to bottom; fourthly, an inverted filter is stacked on the rear side of the inter-pile board wall to be constructed; fifthly, cast-in-place construction of the inter-pile board wall is performed, wherein a steel reinforcement framework formed by splicing multiple steel reinforcement cages from bottom to top is arranged in the inter-pile board wall to be constructed, multiple drainage hole reserved tubes are arranged in each steel reinforcement cage, and the construction process of the inter-pile board wall to be constructed includes the steps of steel reinforcement framework binding, drainage hole reserved tube laying, formwork erection and concrete pouring. The steps of the process are simple, and the process is reasonable in design, convenient to implement, high in construction efficiency, good in construction effect and capable of solving various problems existing in an existing cast-in-place construction method for the inter-pile board wall between the slide-resistant piles.
Description
Technical field
The invention belongs to Construction of Anti-sliding Pile field, especially relate to board wall cast-in-place construction technique between a kind of antislide pile stake.
Background technology
Between antislide pile stake, board wall refers to the pile plate wall be laid between adjacent two antislide piles, generally in the multiple antislide piles arranged at equal intervals between adjacent two antislide piles.In recent years, between antislide pile stake, the application of board wall in subgrade construction is more and more frequent, particularly in high cutting and high-fill roadbed construction, is widely used.Between traditional antislide pile stake, panel wall construction method is precast assembly method, and between the antislide pile stake of construction molding, board wall is made up of plate between multiple stake of laying from bottom to up, and between stake, plate is prefabricated profiled breast boards.During practice of construction, after antislide pile concrete strength of pile reaches designing requirement, excavate the inter-pile soil body of adjacent two antislide piles, then carry out assembled to plate between prefabricated profiled multiple stake.Thus, adopt traditional precast assembly method to when board wall is constructed between antislide pile stake, work progress comprises following operation from front to back: between antislide pile pore-forming pouring construction, stake, between plate prefabricated, inter-pile soil body excavation, stake, between plate assembled and stake, plate is repaired.
In practice of construction process, adopt traditional precast assembly method to when board wall is constructed between antislide pile stake, there is defect and the deficiency of following two aspects:
The first, work progress is more complicated: need carry out repairing treatment to antislide pile frange plate, when between antislide pile stake board wall between adjacent two antislide piles front side time, need to arrange frange plate on antislide pile bassets pile body partly, the pile body shape of cross section of antislide pile is T-shaped, between stake board wall be positioned on two antislide piles with frange plate on rear side of; Adopt in traditional precast assembly method work progress, after inter-pile soil body has excavated, want special messenger on antislide pile with frange plate carry out dabbing and repairing, not only waste time and energy, and inevitably subsequent job operation is had an impact, if frange plate is not repaired or the repairing quality of frange plate is poor time, between stake, plate cannot assembledly put in place, and the piece leakproofness between stake between plate also cannot ensure;
The second, between stake, the prefabricated quality of plate and antislide pile construction quality require high: in prefabrication process, and between each stake, the size Control of plate requires higher, and between stake, sheet metal forming quality requirement is higher; Further, on antislide pile construction quality with frange plate require high, if there is dimensional errors, will affect the assembled effect of plate between preformed pile, the pile quality of antislide pile is also difficult to guarantee;
Three, efficiency of construction is lower: need shift to an earlier date plate between preformed pile, and transports plate between prefabricated profiled stake, takes time and effort; Further, adopt mobile crane to carry out lifting assembled, waste time and energy, cause efficiency of construction lower between stake during plate assembled, construction quality is difficult to unify, and construction quality not easily ensures.
To sum up, adopt traditional precast assembly method to when board wall is constructed between antislide pile stake, there is the prefabricated quality of plate and antislide pile construction quality between work progress complexity, stake and require the problems such as high, efficiency of construction is low, construction quality not easily ensures, and the use in high cutting location is subject to certain restrictions.
Summary of the invention
Technical problem to be solved by this invention is for above-mentioned deficiency of the prior art, board wall cast-in-place construction technique between a kind of antislide pile stake is provided, its processing step is simple, reasonable in design and realization is convenient, efficiency of construction is high, construction effect good, effectively can solve the prefabricated quality of plate and antislide pile construction quality between the work progress complexity of board wall cast-in-situ construction method existence between existing antislide pile stake, stake and require the problems such as high, efficiency of construction is low, construction quality not easily ensures.
For solving the problems of the technologies described above, the technical solution used in the present invention is: board wall cast-in-place construction technique between a kind of antislide pile stake, and between institute's construction stake, board wall is board wall between stake between adjacent two antislide piles, it is characterized in that this technique comprises the following steps:
Step one, construction survey: to board wall between institute's construction stake and the construction location of two described antislide piles being positioned at board wall both sides between institute's construction stake, carry out city's roads respectively;
Step 2, antislide pile construct: according in step one to the city's roads result of the construction location of two described antislide piles, to being positioned at, between construction stake, two described antislide piles of board wall both sides are constructed respectively, and two described antislide piles are in the vertical reinforced concrete pile to laying;
Step 3, inter-pile soil body excavate: from top to bottom point multilayer is excavated the soil body in step 2 between two described antislide piles, and every layer of cutting depth is 2m ~ 3m; After having excavated, obtain the foundation ditch of the board wall between construction stake for constructing;
Loaded filter pile on rear side of board wall between step 4, stake: according in step one to the city's roads result of the construction location of board wall between institute's construction stake, pile loaded filter on rear side of board wall between institute's construction stake; Described loaded filter is in vertically to laying, and described loaded filter is arranged in the described foundation ditch that step 3 excavates formation; Described loaded filter by multiple anti-filter bag from bottom to up pile form, described anti-filter bag is the woven bag of in-built sand gravel;
Board wall cast-in-place construction between step 5, stake: between institute's construction stake, board wall is rectangle and it is the situ Concrete Slabs in step 2 between two described antislide piles, between institute's construction stake board wall in vertically to laying and itself and two described antislide piles be fastenedly connected and be integrated, between institute's construction stake, the length of board wall is not less than the spacing between the inside wall of two described antislide piles and its width is 30cm ~ 35cm; Cage of reinforcement is provided with in board wall between institute's construction stake, described cage of reinforcement is spliced from bottom to up by multiple reinforcing cage, the structure of multiple described reinforcing cage is all identical with size and it is cuboid reinforcing cage, and multiple described reinforcing cage is all in vertically to laying and multiple described reinforcing cage is laid on same vertical plane; Multiple spilled water hole provided pipe for spilled water hole of constructing is laid with in each described reinforcing cage, multiple described spilled water hole provided pipe all in level to lay and multiple described spilled water hole provided pipe is all laid along the width of board wall between institute's construction stake, multiple described spilled water hole provided pipe divides many row's multiple rows to lay; Between institute's construction stake, the work progress of board wall is as follows:
Step 501, tie with reinforcing bar and spilled water hole provided pipe are laid: excavate in the described foundation ditch of formation in step 3, carry out colligation to described cage of reinforcement, and all lay multiple described spilled water hole provided pipe in each reinforcing cage in described cage of reinforcement; Described cage of reinforcement is in the front side of loaded filter described in step 4 and it is in step 2 between two described antislide piles;
Step 502, formwork: outside the cage of reinforcement that colligation is shaping in step 501, Zhi Li is for building the forming panel of board wall between shaping institute construction stake;
Step 503, concreting: concreting is carried out to board wall between institute's construction stake, after institute's concreting final set, board wall between the stake of acquisition construction molding.
Board wall cast-in-place construction technique between above-mentioned a kind of antislide pile stake, it is characterized in that: to carry out between stake on rear side of board wall before loaded filter pile in step 4, first according in step one to the city's roads result of the construction location of board wall between institute's construction stake, carry out levelling bottom the described foundation ditch excavating formation in step 3, and form one deck concrete leveling layer; Described concrete leveling layer is positioned at the rear side of board wall between institute's construction stake and its length is identical with the length of board wall between institute construction stake, and the width of described concrete leveling layer is greater than the width of board wall and the thickness sum of loaded filter between institute's construction stake; Between institute's construction stake, board wall and loaded filter are all positioned on concrete leveling layer.
Board wall cast-in-place construction technique between above-mentioned a kind of antislide pile stake, is characterized in that: in step 5, between institute's construction stake, board wall is positioned at outside curb; In step 2, the cross section of two described antislide piles is rectangle, spacing between the inside wall that between institute's construction stake, board wall rear side and its length between two described antislide piles is greater than two described antislide piles, and between institute's construction stake, the front side wall of board wall and the rear wall of two described antislide piles are fastenedly connected and are integrated.
Board wall cast-in-place construction technique between above-mentioned a kind of antislide pile stake, is characterized in that: the ground in step 2 inside two described antislide piles is roadbed, and the height of level inside two described antislide piles is higher than the height of level outside it; Between institute's construction stake, board wall is positioned at inside two described antislide piles; Ground outside two described antislide piles is outside ground, the pile body of two described antislide piles with described outside ground for boundary is divided into pile body revealed section and pile body buried section, the height of the pile body revealed section of two described antislide piles is identical, and the height of board wall is identical with the pile body revealed section height of antislide pile between institute's construction stake, between institute's construction stake, plate coping is mutually concordant with the top of two described antislide piles.
Board wall cast-in-place construction technique between above-mentioned a kind of antislide pile stake, it is characterized in that: after in step 5, between institute's construction stake, board wall cast-in-place construction completes, also need between institute's construction stake board wall top on rear side of a construction concrete fringing, the top of described concrete fringing is mutually concordant with plate coping between institute construction stake; The overhead height of loaded filter described in step 4 is lower than the overhead height of board wall between institute's construction stake, and described concrete fringing is positioned at above loaded filter and its width is greater than the thickness of loaded filter.
Board wall cast-in-place construction technique between above-mentioned a kind of antislide pile stake, is characterized in that: in step 5, between institute's construction stake, board wall to be positioned on cutting and it is positioned at inside cut slope; Board wall front side and spacing between its length and the inside wall of two described antislide piles is identical between two described antislide piles between institute's construction stake, between institute's construction stake, the left and right sidewall of board wall is fastenedly connected with the inside wall of two described antislide piles respectively and is integrated; Ground inside two described antislide piles is roadbed, and the height of level inside two described antislide piles is lower than the height of level outside it, and the ground inside two described antislide piles is inner side ground; The pile body of two described antislide piles with described inner side ground for boundary is divided into pile body revealed section and pile body buried section, the height of the pile body revealed section of two described antislide piles is identical, and the height of board wall is identical with the pile body revealed section height of antislide pile between institute's construction stake, between institute's construction stake, plate coping is mutually concordant with the top of two described antislide piles; All with frange plate on front side of the pile body revealed section of two described antislide piles, and the shape of cross section of the pile body revealed section of two described antislide piles is T-shaped; On rear side of the frange plate that between institute's construction stake, board wall is positioned at two described antislide piles and the frange plate of its front side wall and two described antislide piles be fastenedly connected and be integrated.
Board wall cast-in-place construction technique between above-mentioned a kind of antislide pile stake, is characterized in that: be provided with stake top confining bed between the rear wall top of two described antislide piles and cut slope, and described stake top confining bed is the bank protection layer of cut slope.
Board wall cast-in-place construction technique between above-mentioned a kind of antislide pile stake, is characterized in that: when constructing to two described antislide piles in step 2, the construction method of two described antislide piles is identical; When constructing to antislide pile, process is as follows:
Step 201, stake holes drilling construction: adopt hand fit's hoist engine, drilling construction is carried out to the stake holes of constructed antislide pile;
When drilling construction is carried out to the stake holes of constructed antislide pile, from top to bottom excavate several times, and each cutting depth is 1m ~ 2m;
Step 202, pile body reinforcing cage are transferred: by the pile body reinforcing cage of constructed antislide pile, transfer in the stake holes of construction molding to step 201;
Step 203, concreting: concreting is carried out to constructed antislide pile;
When carrying out inter-pile soil body excavation in step 3, after in step 2, the concrete strength of two described antislide piles reaches 80% of design strength, from top to bottom point multilayer is excavated the soil body between two described antislide piles.
Board wall cast-in-place construction technique between above-mentioned a kind of antislide pile stake, is characterized in that: the thickness of loaded filter described in step 4 is 0.3m ~ 0.5m; The height of reinforcing cage described in step 5 is 0.8m ~ 1.2m, and described spilled water hole provided pipe is pvc pipe and its caliber is Φ 4cm ~ Φ 5cm; The both sides, front and back of cage of reinforcement described in step 5 are provided with multiple tracks spacer bars, and spacer bars described in multiple tracks is quincunx laying, the inner of described spacer bars be fixed on described cage of reinforcement and its outer end prop up withstand on described forming panel inside wall on.
Board wall cast-in-place construction technique between above-mentioned a kind of antislide pile stake, it is characterized in that: in step 2, in two described antislide piles, be provided with pile body reinforcing cage, be fastenedly connected by reserved connecting reinforcement between cage of reinforcement described in the pile body reinforcing cage of two described antislide piles and step 5 and be integrated; When two described antislide piles being constructed in step 2, on the pile body reinforcing cage of two described antislide piles, equal colligation need fix described reserved connecting reinforcement.
The present invention compared with prior art has the following advantages:
1, construction method is simple, reasonable in design and input cost is lower, and it is convenient to realize.
2, easy construction, difficulty of construction is low and efficiency of construction is high, adopt cast in place process to replace after precast assembly process, can effectively increase work efficiency.
3, construction effect is good and total quality that is board wall between the antislide pile stake of institute's construction molding is good, and construction quality ensures, can produce larger positive effect, economic benefit and social benefit remarkable.
4, after inter-pile soil body has excavated, first pile loaded filter on rear side of board wall between stake, drainage effect is good, and effectively can ensure the construction quality of board wall between constructed antislide pile stake.
5, the spilled water hole of constructing between antislide pile stake on board wall can carry out pre-buried according to on-the-spot actual needs, avoid the impeded drainage that precast plate spilled water hole position deviation causes.
6, the cast in place process of board wall between antislide pile stake is adopted, adopt board wall between cast-in-place antislide pile stake to replace board wall precast assembly between traditional antislide pile stake, overcome board wall and the closely connected not tight construction quality of frange plate between the stake that causes because of precast plate dimensional errors and antislide pile frange plate surface irregularity; And, because board wall between antislide pile stake adopts cast in place process, overcome board wall between precast assembly stake and antislide pile frange plate is repaired to the shortcoming requiring that too high and assembling construction is higher with assembled process entails to consolidation shed ground standard, save time and reduce labour intensity, raising efficiency of construction.
7, the on-the-spot colligation of the reinforcing cage between antislide pile stake in board wall is fixed as one, and effectively can be connected with the pile body reinforcing cage of antislide pile, effectively can strengthen the action effect of board wall between antislide pile stake.
8, applied widely, board wall cast-in-place construction between the antislide pile stake being particularly useful for high cutting location.
In sum, present invention process step is simple, reasonable in design and realization is convenient, efficiency of construction is high, construction effect good, effectively can solve the prefabricated quality of plate and antislide pile construction quality between the work progress complexity of board wall cast-in-situ construction method existence between existing antislide pile stake, stake and require the problems such as high, efficiency of construction is low, construction quality not easily ensures.
Below by drawings and Examples, technical scheme of the present invention is described in further detail.
Accompanying drawing explanation
Fig. 1 is construction technology process block diagram of the present invention.
Fig. 2-1 adopts by the present invention the structural representation of reinforcing cage and spilled water hole provided pipe.
Fig. 2-2 is the I-I sectional view of Fig. 2-1.
Fig. 2-3 is the top view of Fig. 2-1.
Fig. 3 is the Construction State schematic diagram of board wall between institute's construction stake in the embodiment of the present invention 1.
Fig. 4 is the installation position schematic diagram of board wall between institute's construction stake in the embodiment of the present invention 1.
Fig. 5 is the Construction State schematic diagram of board wall between institute's construction stake in the embodiment of the present invention 2.
Fig. 6 is the installation position schematic diagram of board wall between institute's construction stake in the embodiment of the present invention 2.
Description of reference numerals:
1-antislide pile; Confining bed at the bottom of 2-stake; 3-loaded filter;
4-reinforcing cage; 4-1-longitudinal reinforcement; 4-2-rectangle hoop;
4-3-lateral connection reinforcing bar; 5-spilled water hole provided pipe; Board wall between 6-institute construction stake;
7-concrete leveling layer; 8-concrete fringing; 9-cut slope;
10-stake top confining bed; 11-curb.
Detailed description of the invention
Embodiment 1
Board wall cast-in-place construction technique between a kind of antislide pile stake as shown in Figure 1, comprises the following steps:
Step one, construction survey: to board wall 6 between institute's construction stake and the construction location of two described antislide piles 1 being positioned at board wall 6 both sides between institute's construction stake, carry out city's roads respectively.Between institute's construction stake, board wall 6 is board wall between stake between adjacent two antislide piles 1, refers to Fig. 3 and Fig. 4.
Step 2, antislide pile construct: according in step one to the city's roads result of the construction location of two described antislide piles 1, to being positioned at, between construction stake, two of board wall 6 both sides described antislide piles 1 are constructed respectively, and two described antislide piles 1 are in the vertical reinforced concrete pile to laying.
Step 3, inter-pile soil body excavate: from top to bottom point multilayer is excavated the soil body in step 2 between two described antislide piles 1, and every layer of cutting depth is 2m ~ 3m; After having excavated, obtain the foundation ditch of the board wall 6 between construction stake for constructing.
During practice of construction, by stage excavation, reduce soil body exposure, increase construction safety coefficient.
Loaded filter pile on rear side of board wall between step 4, stake: according in step one to the city's roads result of the construction location of board wall 6 between institute's construction stake, pile loaded filter 3 on rear side of board wall 6 between institute's construction stake; Described loaded filter 3 is in vertically to laying, and described loaded filter 3 is arranged in the described foundation ditch that step 3 excavates formation.Described loaded filter 3 by multiple anti-filter bag from bottom to up pile form, described anti-filter bag is the woven bag of in-built sand gravel.
Board wall cast-in-place construction between step 5, stake: between institute's construction stake, board wall 6 is rectangle and it is the situ Concrete Slabs in step 2 between two described antislide piles 1, between institute's construction stake board wall 6 in vertically to laying and itself and two described antislide piles 1 be fastenedly connected and be integrated, between institute's construction stake, the length of board wall 6 is not less than the spacing between the inside wall of two described antislide piles 1 and its width is 30cm ~ 35cm, and the spacing between the inside wall of antislide pile 1 described in two is denoted as D; Cage of reinforcement is provided with in board wall 6 between institute's construction stake, described cage of reinforcement is spliced from bottom to up by multiple reinforcing cage 4, the structure of multiple described reinforcing cage 4 is all identical with size and it is cuboid reinforcing cage, and multiple described reinforcing cage 4 is all in vertically to laying and multiple described reinforcing cage 4 is laid on same vertical plane; As shown in Fig. 2-1, multiple spilled water hole provided pipe 5 for spilled water hole of constructing is laid with in each described reinforcing cage 4, multiple described spilled water hole provided pipe 5 all in level to lay and multiple described spilled water hole provided pipe 5 is all laid along the width of board wall 6 between institute's construction stake, multiple described spilled water hole provided pipe is arranged multiple row more and is laid 5 points; Between institute's construction stake, the work progress of board wall 6 is as follows:
Step 501, tie with reinforcing bar and spilled water hole provided pipe are laid: excavate in the described foundation ditch of formation in step 3, carry out colligation to described cage of reinforcement, and all lay multiple described spilled water hole provided pipe 5 in each reinforcing cage 4 in described cage of reinforcement; Described cage of reinforcement is in the front side of loaded filter 3 described in step 4 and it is in step 2 between two described antislide piles 1;
Step 502, formwork: outside the cage of reinforcement that colligation is shaping in step 501, Zhi Li is for building the forming panel of board wall 6 between shaping institute construction stake;
Step 503, concreting: concreting is carried out to board wall 6 between institute's construction stake, after institute's concreting final set, board wall between the stake of acquisition construction molding.
In the present embodiment, to carry out between stake on rear side of board wall before loaded filter pile in step 4, first according in step one to the city's roads result of the construction location of board wall 6 between institute's construction stake, carry out levelling bottom the described foundation ditch excavating formation in step 3, and form one deck concrete leveling layer 7; Described concrete leveling layer 7 is positioned at the rear side of board wall 6 between institute's construction stake and its length is identical with the length of board wall 6 between institute construction stake, and the width of described concrete leveling layer 7 is greater than the width of board wall 6 and the thickness sum of loaded filter 3 between institute's construction stake; Between institute's construction stake, board wall 6 and loaded filter 3 are all positioned on concrete leveling layer 7.
During practice of construction, the thickness of described concrete leveling layer 7 is 0.25m ~ 0.35m and its width is 1m ~ 1.2m.
In the present embodiment, the thickness of described concrete leveling layer 7 is 0.3m and its width is 1.2m.Further, the concrete that described concrete leveling layer 7 adopts is C25 concrete.In practice of construction process, can according to specific needs, the thickness of concrete leveling layer 7 and width are adjusted accordingly.
In the present embodiment, composition graphs 3 and Fig. 4, in step 5, between institute's construction stake, board wall 6 is positioned at outside curb 11; In step 2, the cross section of two described antislide piles 1 is rectangle, spacing between the inside wall that between institute's construction stake, board wall 6 rear side and its length between two described antislide piles 1 is greater than two described antislide piles 1, and between institute's construction stake, the front side wall of board wall 6 and the rear wall of two described antislide piles 1 are fastenedly connected and are integrated.Wherein, curb 11 refers to and is positioned at roadway outer rim to shoulder, has the band-like portions (comprising hardened verge and protectiveness curb) of one fixed width, is to keep the function of roadway and temporary parking to use, and as the lateral support on road surface.
Ground in step 2 inside two described antislide piles 1 is roadbed, and the height of level inside two described antislide piles 1 is higher than the height of level outside it; Between institute's construction stake, board wall 6 is positioned at inside two described antislide piles 1; Ground outside two described antislide piles 1 is outside ground, the pile body of two described antislide piles 1 with described outside ground for boundary is divided into pile body revealed section and pile body buried section, the height of the pile body revealed section of two described antislide piles 1 is identical, and the height of board wall 6 is identical with the pile body revealed section height of antislide pile 1 between institute's construction stake, between institute's construction stake, the top of board wall 6 is mutually concordant with the top of two described antislide piles 1.
In the present embodiment, after in step 5, between institute's construction stake, board wall 6 has been constructed, also need between institute's construction stake board wall 6 top on rear side of a construction concrete fringing 8, the top of described concrete fringing 8 is mutually concordant with the top of board wall 6 between institute construction stake; The overhead height of loaded filter 3 described in step 4 is lower than the overhead height of board wall 6 between institute's construction stake, and described concrete fringing 8 is positioned at above loaded filter 3 and its width is greater than the thickness of loaded filter 3.
In the present embodiment, the concrete that described concrete fringing 8 adopts is C15 concrete.
In actual use procedure, by concrete fringing 8, the gap between institute's construction stake between board wall 6 top and curb 11 is sealed, make the overall structure of board wall 6 between antislide pile 1 and institute's construction stake more firm, longer service life.
In the present embodiment, when constructing to two described antislide piles 1 in step 2, the construction method of two described antislide piles 1 is identical; When constructing to antislide pile 1, process is as follows:
Step 201, stake holes drilling construction: adopt hand fit's hoist engine, drilling construction is carried out to the stake holes of constructed antislide pile 1;
When drilling construction is carried out to the stake holes of constructed antislide pile 1, from top to bottom excavate several times, and each cutting depth is 1m ~ 2m;
Step 202, pile body reinforcing cage are transferred: by the pile body reinforcing cage of constructed antislide pile 1, transfer in the stake holes of construction molding to step 201;
Step 203, concreting: concreting is carried out to constructed antislide pile 1;
When carrying out inter-pile soil body excavation in step 3, after in step 2, the concrete strength of two described antislide piles 1 reaches 80% of design strength, from top to bottom point multilayer is excavated the soil body between two described antislide piles 1.
Thus, described antislide pile 1 is manually digging hole, and pile hole construction described in step 201 shaping after, also need to carry out pore-forming inspection to described stake holes.In the present embodiment, when carrying out concreting in step 203, adopt tumbling barrel to build, and adopt the layering of plug-in type vibrating rod to vibrate.
During practice of construction, the thickness of loaded filter 3 described in step 4 is 0.3m ~ 0.5m.
In the present embodiment, the thickness of described loaded filter 3 is 0.3m.When between institute's construction stake, the construction location of board wall 6 is expansive soils, the thickness of described loaded filter 3 is 0.5m.In practice of construction process, can according to specific needs, the thickness of described loaded filter 3 be adjusted accordingly.
The height of reinforcing cage 4 described in step 5 is 0.8m ~ 1.2m, and described spilled water hole provided pipe 5 is for pvc pipe and its caliber is Φ 4cm ~ Φ 5cm.
In the present embodiment, the height of described reinforcing cage 4 is 1m, and described spilled water hole provided pipe 5 is for pvc pipe and its caliber is Φ 5cm.In practice of construction process, can according to specific needs, the height of reinforcing cage 4 and the caliber of spilled water hole provided pipe 5 be adjusted accordingly.
Composition graphs 2-1, Fig. 2-2 and Fig. 2-3, described reinforcing cage 4 comprises longitudinal reinforcement 4-1 and the multiple tracks rectangle hoop 4-2 of cuff on the described longitudinal reinforcement 4-1 of two row respectively that two row are laid in both sides before and after board wall 6 between institute's construction stake respectively, often arrange described rectangle hoop 4-2 and include the longitudinal reinforcement 4-1 that multiple tracks lays along the length direction of board wall 6 between institute's construction stake, longitudinal reinforcement 4-1 described in multiple tracks all lays in level, and in the described rectangle hoop 4-2 of two row, the quantity of included rectangle hoop 4-2 is identical; All longitudinal reinforcement 4-1 in described reinforcing cage 4 divide many rows to lay from the bottom to top, often arrange described longitudinal reinforcement 4-1 and include longitudinal reinforcement 4-1 described in twice that twice are laid in same level, and often arrange described in the twice in described longitudinal reinforcement 4-1 and be fastenedly connected by multiple tracks lateral connection reinforcing bar 4-3 between longitudinal reinforcement 4-1, lateral connection reinforcing bar 4-3 described in multiple tracks is all vertical runs with longitudinal reinforcement 4-1.The structure of rectangle hoop 4-2 described in multiple tracks and length direction of its longitudinally reinforcing bar 4-1 all identical with size is laid from front to back.
In the present embodiment, when colligation being carried out to described cage of reinforcement in step 501, first in advance respectively colligation is carried out to multiple described reinforcing cage 4, and multiple described spilled water hole provided pipe 5 is installed respectively in each reinforcing cage 4; Subsequently, the more multiple described reinforcing cage 4 inside being laid with spilled water hole provided pipe 5 lifts in described foundation ditch respectively, and the colligation of multiple described reinforcing cage 4 is fixed as one.
In practice of construction process, also in described foundation ditch, colligation can be carried out to each reinforcing cage 4, and multiple described reinforcing cage 4 shaping for colligation is fastenedly connected is integrated.
In the present embodiment, described in the multiple tracks in neighbouring two described reinforcing cages 4, rectangle hoop 4-2 is fastenedly connected and is integrated.
In the present embodiment, the quantity laying spilled water hole provided pipe 5 in each described reinforcing cage 4 is four, and four described spilled water hole provided pipe 5 point of two row two row are laid.
In the present embodiment, the forming panel described in step 502 is bamboo slab rubber.Further, described forming panel is provided with multiple installing hole supplying spilled water hole provided pipe 5 to install respectively.
When carrying out concreting in step 503, divide multiple sections to build from top to bottom, and the height of at every turn building is 3m.When carrying out concreting in step 503, concrete adopts pumping or hopper lifting to build, and adopts plug-in type vibrating rod to vibrate.
In the present embodiment, the both sides, front and back of cage of reinforcement described in step 5 are provided with multiple tracks spacer bars, spacer bars described in multiple tracks is quincunx laying, the inner of described spacer bars be fixed on described cage of reinforcement and its outer end prop up withstand on described forming panel inside wall on.
In the present embodiment, the spacing of described spacer bars is 1m.
During practice of construction, by spacer bars described in multiple tracks, the thickness of concrete cover of board wall 6 between institute's construction stake effectively can be guaranteed.
In the present embodiment, in step 2, in two described antislide piles 1, be provided with pile body reinforcing cage, be fastenedly connected by reserved connecting reinforcement between cage of reinforcement described in the pile body reinforcing cage of two described antislide piles 1 and step 5 and be integrated; When two described antislide piles 1 being constructed in step 2, on the pile body reinforcing cage of two described antislide piles 1, equal colligation need fix described reserved connecting reinforcement.
Embodiment 2
In the present embodiment, composition graphs 5 and Fig. 6, as different from Example 1: in step 5, between institute's construction stake, board wall 6 to be positioned on cutting and it is positioned at inside cut slope 9; Board wall 6 front side and spacing between its length and the inside wall of two described antislide piles 1 is identical between two described antislide piles 1 between institute's construction stake, between institute's construction stake, the inside wall of described antislide pile 1 is fastenedly connected and is integrated the left and right sidewall of board wall 6 with two respectively; Ground inside two described antislide piles 1 is roadbed, and the height of level inside two described antislide piles 1 is lower than the height of level outside it, and the ground inside two described antislide piles 1 is inner side ground; The pile body of two described antislide piles 1 with described inner side ground for boundary is divided into pile body revealed section and pile body buried section, the height of the pile body revealed section of two described antislide piles 1 is identical, and the height of board wall 6 is identical with the pile body revealed section height of antislide pile 1 between institute's construction stake, between institute's construction stake, the top of board wall 6 is mutually concordant with the top of two described antislide piles 1; All with frange plate on front side of the pile body revealed section of two described antislide piles 1, and the shape of cross section of the pile body revealed section of two described antislide piles 1 is T-shaped; On rear side of the frange plate that between institute's construction stake, board wall 6 is positioned at two described antislide piles 1 and the frange plate of its front side wall and two described antislide piles 1 be fastenedly connected and be integrated.
Wherein, cutting refers to the roadbed form excavated from original ground downwards, plays to relax road longitudinal grade or ridge crossing line and pass through ridge mouth elevation control.
In the present embodiment, be provided with stake top confining bed 10 between the rear wall top of two described antislide piles 1 and cut slope 9, described stake top confining bed 10 is the bank protection layer of cut slope 9.
In the present embodiment, described stake top confining bed 10 is mortar flag stone layer near the side of antislide pile 1 and its side near cut slope 9 is layer of concrete.
Further, the front side wall bottom of two described antislide piles 1 to be provided with at the bottom of confining bed 2.The front side of two described antislide piles 1 is roadbed.In the present embodiment, at the bottom of described stake, confining bed 2 is mortar flag stone layer.
In the present embodiment, when carrying out stake holes drilling construction in step 201, mud off method is adopted to construct; After between step 3 king-pile, soil excavation completes, also need on front side of the pile body revealed section to two described antislide piles 1 with frange plate repair, and cut retaining wall.
In the present embodiment, all the other construction sequences and work progress are all identical with embodiment 1.
The above; it is only preferred embodiment of the present invention; not the present invention is imposed any restrictions, every above embodiment is done according to the technology of the present invention essence any simple modification, change and equivalent structure change, all still belong in the protection domain of technical solution of the present invention.
Claims (10)
1. a board wall cast-in-place construction technique between antislide pile stake, between institute's construction stake, board wall (6) is for being positioned at board wall between the stake between adjacent two antislide piles (1), it is characterized in that this technique comprises the following steps:
Step one, construction survey: to board wall (6) between institute's construction stake and the construction location of two described antislide piles (1) being positioned at board wall (6) both sides between institute's construction stake, carry out city's roads respectively;
Step 2, antislide pile construct: according in step one to the city's roads result of the construction location of two described antislide piles (1), to being positioned at, between construction stake, two described antislide piles (1) of board wall (6) both sides are constructed respectively, and two described antislide piles (1) are in the vertical reinforced concrete pile to laying;
Step 3, inter-pile soil body excavate: from top to bottom point multilayer is excavated the soil body in step 2 between two described antislide piles (1), and every layer of cutting depth is 2m ~ 3m; After having excavated, obtain the foundation ditch of the board wall (6) between construction stake for constructing;
Loaded filter pile on rear side of board wall between step 4, stake: according in step one to the city's roads result of the construction location of board wall (6) between institute's construction stake, board wall (6) rear side pile loaded filter (3) between institute's construction stake; Described loaded filter (3) is in vertically to laying, and described loaded filter (3) is arranged in the described foundation ditch that step 3 excavates formation; Described loaded filter (3) by multiple anti-filter bag from bottom to up pile form, described anti-filter bag is the woven bag of in-built sand gravel;
Board wall cast-in-place construction between step 5, stake: between institute's construction stake, board wall (6) is for rectangle and it is for being arranged in the situ Concrete Slabs between step 2 two described antislide piles (1), between institute's construction stake board wall (6) in vertically to laying and itself and two described antislide piles (1) be fastenedly connected and be integrated, between institute's construction stake, the length of board wall (6) is not less than the spacing between the inside wall of two described antislide piles (1) and its width is 30cm ~ 35cm; Cage of reinforcement is provided with in board wall (6) between institute's construction stake, described cage of reinforcement is spliced from bottom to up by multiple reinforcing cage (4), the structure of multiple described reinforcing cage (4) is all identical with size and it is cuboid reinforcing cage, and multiple described reinforcing cage (4) is all in vertically to laying and multiple described reinforcing cage (4) is laid on same vertical plane; Multiple spilled water hole provided pipe (5) for spilled water hole of constructing is laid with in each described reinforcing cage (4), multiple described spilled water hole provided pipe (5) all in level to lay and multiple described spilled water hole provided pipe (5) is all laid along the width of board wall (6) between institute's construction stake, multiple described spilled water hole provided pipe (5) point multiple row of arranging is laid more; Between institute's construction stake, the work progress of board wall (6) is as follows:
Step 501, tie with reinforcing bar and spilled water hole provided pipe are laid: excavate in the described foundation ditch of formation in step 3, colligation is carried out to described cage of reinforcement, and all lays multiple described spilled water hole provided pipe (5) in each reinforcing cage (4) in described cage of reinforcement; Described cage of reinforcement is arranged in the front side of loaded filter described in step 4 (3) and it is positioned between step 2 two described antislide piles (1);
Step 502, formwork: outside the cage of reinforcement that colligation is shaping in step 501, Zhi Li is used for the forming panel of building board wall (6) between shaping institute construction stake;
Step 503, concreting: concreting is carried out to board wall (6) between institute's construction stake, after institute's concreting final set, board wall between the stake of acquisition construction molding.
2. according to board wall cast-in-place construction technique between a kind of antislide pile stake according to claim 1, it is characterized in that: to carry out between stake on rear side of board wall before loaded filter pile in step 4, first according in step one to the city's roads result of the construction location of board wall (6) between institute's construction stake, carry out levelling bottom the described foundation ditch excavating formation in step 3, and form one deck concrete leveling layer (7); Described concrete leveling layer (7) is positioned at the rear side of board wall (6) between institute's construction stake and its length is identical with the length of board wall (6) between institute construction stake, and the width of described concrete leveling layer (7) is greater than the width of board wall (6) between institute's construction stake and the thickness sum of loaded filter (3); Between institute's construction stake, board wall (6) and loaded filter (3) are all positioned on concrete leveling layer (7).
3. according to board wall cast-in-place construction technique between a kind of antislide pile stake described in claim 1 or 2, it is characterized in that: in step 5, between institute's construction stake, board wall (6) is positioned at curb (11) outside; In step 2, the cross section of two described antislide piles (1) is rectangle, between institute's construction stake board wall (6) to be positioned between two described antislide piles (1) rear side and its length be greater than two described antislide piles (1) inside wall between spacing, and between institute's construction stake, the front side wall of board wall (6) and the rear wall of two described antislide piles (1) are fastenedly connected and are integrated.
4. according to board wall cast-in-place construction technique between a kind of antislide pile stake according to claim 3, it is characterized in that: in step 2, the ground of two described antislide pile (1) inner sides is roadbed, the height of level of two described antislide pile (1) inner sides is higher than the height of level outside it; Between institute's construction stake, board wall (6) is positioned at two described antislide pile (1) inner sides; The ground in two described antislide pile (1) outsides is outside ground, the pile body of two described antislide piles (1) with described outside ground for boundary is divided into pile body revealed section and pile body buried section, the height of the pile body revealed section of two described antislide piles (1) is identical, and the height of board wall (6) is identical with the pile body revealed section height of antislide pile (1) between institute's construction stake, between institute's construction stake, the top of board wall (6) is mutually concordant with the top of two described antislide piles (1).
5. according to board wall cast-in-place construction technique between a kind of antislide pile stake according to claim 3, it is characterized in that: after in step 5, between institute's construction stake, board wall (6) has been constructed, also need between institute's construction stake board wall (6) top on rear side of a construction concrete fringing (8), the top of described concrete fringing (8) is mutually concordant with the top of board wall (6) between institute construction stake; The overhead height of loaded filter described in step 4 (3) is lower than the overhead height of board wall (6) between institute's construction stake, and described concrete fringing (8) is positioned at loaded filter (3) top and its width is greater than the thickness of loaded filter (3).
6. according to board wall cast-in-place construction technique between a kind of antislide pile stake described in claim 1 or 2, it is characterized in that: in step 5, between institute's construction stake, board wall (6) to be positioned on cutting and it is positioned at cut slope (9) inner side; Between institute's construction stake, board wall (6) to be positioned between two described antislide piles (1) front side and spacing between its length and the inside wall of two described antislide piles (1) is identical, and between institute's construction stake, the left and right sidewall of board wall (6) is fastenedly connected with the inside wall of two described antislide piles (1) respectively and is integrated; The ground of two described antislide pile (1) inner sides is roadbed, and the height of level of two described antislide pile (1) inner sides is lower than the height of level outside it, and the ground of two described antislide pile (1) inner sides is inner side ground; The pile body of two described antislide piles (1) with described inner side ground for boundary is divided into pile body revealed section and pile body buried section, the height of the pile body revealed section of two described antislide piles (1) is identical, and the height of board wall (6) is identical with the pile body revealed section height of antislide pile (1) between institute's construction stake, between institute's construction stake, the top of board wall (6) is mutually concordant with the top of two described antislide piles (1); All with frange plate on front side of the pile body revealed section of two described antislide piles (1), and the shape of cross section of the pile body revealed section of two described antislide piles (1) is T-shaped; On rear side of the frange plate that between institute's construction stake, board wall (6) is positioned at two described antislide piles (1) and the frange plate of its front side wall and two described antislide piles (1) be fastenedly connected and be integrated.
7. according to board wall cast-in-place construction technique between a kind of antislide pile stake according to claim 6, it is characterized in that: between the rear wall top of two described antislide piles (1) and cut slope (9), be provided with stake top confining bed (10), the bank protection layer that described stake top confining bed (10) is cut slope (9).
8. according to board wall cast-in-place construction technique between a kind of antislide pile stake described in claim 1 or 2, it is characterized in that: when constructing to two described antislide piles (1) in step 2, the construction method of two described antislide piles (1) is identical; When constructing to antislide pile (1), process is as follows:
Step 201, stake holes drilling construction: adopt hand fit's hoist engine, drilling construction is carried out to the stake holes of constructed antislide pile (1);
When drilling construction is carried out to the stake holes of constructed antislide pile (1), from top to bottom excavate several times, and each cutting depth is 1m ~ 2m;
Step 202, pile body reinforcing cage are transferred: by the pile body reinforcing cage of constructed antislide pile (1), transfer in the stake holes of construction molding to step 201;
Step 203, concreting: concreting is carried out to constructed antislide pile (1);
When carrying out inter-pile soil body excavation in step 3, after in step 2, the concrete strength of two described antislide piles (1) reaches 80% of design strength, from top to bottom point multilayer is excavated the soil body between two described antislide piles (1).
9. according to board wall cast-in-place construction technique between a kind of antislide pile stake described in claim 1 or 2, it is characterized in that: the thickness of loaded filter described in step 4 (3) is 0.3m ~ 0.5m; The height of reinforcing cage described in step 5 (4) is 0.8m ~ 1.2m, and described spilled water hole provided pipe (5) is for pvc pipe and its caliber is Φ 4cm ~ Φ 5cm; The both sides, front and back of cage of reinforcement described in step 5 are provided with multiple tracks spacer bars, and spacer bars described in multiple tracks is quincunx laying, the inner of described spacer bars be fixed on described cage of reinforcement and its outer end prop up withstand on described forming panel inside wall on.
10. according to board wall cast-in-place construction technique between a kind of antislide pile stake described in claim 1 or 2, it is characterized in that: in step 2, in two described antislide piles (1), be provided with pile body reinforcing cage, be fastenedly connected by reserved connecting reinforcement between cage of reinforcement described in the pile body reinforcing cage of two described antislide piles (1) and step 5 and be integrated; When two described antislide piles (1) being constructed in step 2, on the pile body reinforcing cage of two described antislide piles (1), equal colligation need fix described reserved connecting reinforcement.
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Cited By (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105862912A (en) * | 2016-04-18 | 2016-08-17 | 中冶建工集团有限公司 | Construction method of protective walls of concrete antiskid piles |
| CN105926815A (en) * | 2016-05-10 | 2016-09-07 | 江苏东晟新诚建设集团有限公司 | Integrated construction method for board wall formwork and support formwork in restricted area |
| CN106498953A (en) * | 2016-11-23 | 2017-03-15 | 中国科学院、水利部成都山地灾害与环境研究所 | Cut slope composite supporting construction and its construction method |
| CN111074915A (en) * | 2020-01-10 | 2020-04-28 | 河南省交通规划设计研究院股份有限公司 | Construction method of retaining plate structure between adjacent slide-resistant piles |
| CN111997069A (en) * | 2020-09-07 | 2020-11-27 | 哈尔滨工业大学 | Prefabricated baffle circular pile sheet wall and construction method thereof |
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Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| WO1997034053A1 (en) * | 1996-03-15 | 1997-09-18 | Icos Boston | Pre-cast concrete panel wall |
| CN1963042A (en) * | 2006-11-24 | 2007-05-16 | 何富荣 | Hydraulic sheeting and use method thereof |
| CN103343532A (en) * | 2013-07-05 | 2013-10-09 | 郭红标 | Pre-stressed anchor cable pile-slab wall |
| CN203782682U (en) * | 2014-01-23 | 2014-08-20 | 深圳市工勘岩土工程有限公司 | Guide slot assembly type pile-intermediate plate device |
-
2015
- 2015-03-30 CN CN201510145049.0A patent/CN104727302B/en active Active
Patent Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| WO1997034053A1 (en) * | 1996-03-15 | 1997-09-18 | Icos Boston | Pre-cast concrete panel wall |
| CN1963042A (en) * | 2006-11-24 | 2007-05-16 | 何富荣 | Hydraulic sheeting and use method thereof |
| CN103343532A (en) * | 2013-07-05 | 2013-10-09 | 郭红标 | Pre-stressed anchor cable pile-slab wall |
| CN203782682U (en) * | 2014-01-23 | 2014-08-20 | 深圳市工勘岩土工程有限公司 | Guide slot assembly type pile-intermediate plate device |
Cited By (9)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105862912A (en) * | 2016-04-18 | 2016-08-17 | 中冶建工集团有限公司 | Construction method of protective walls of concrete antiskid piles |
| CN105862912B (en) * | 2016-04-18 | 2018-01-09 | 中冶建工集团有限公司 | A kind of agent on crack resistance of concrete sliding pile panelling construction method |
| CN105926815A (en) * | 2016-05-10 | 2016-09-07 | 江苏东晟新诚建设集团有限公司 | Integrated construction method for board wall formwork and support formwork in restricted area |
| CN106498953A (en) * | 2016-11-23 | 2017-03-15 | 中国科学院、水利部成都山地灾害与环境研究所 | Cut slope composite supporting construction and its construction method |
| CN111074915A (en) * | 2020-01-10 | 2020-04-28 | 河南省交通规划设计研究院股份有限公司 | Construction method of retaining plate structure between adjacent slide-resistant piles |
| CN112112171A (en) * | 2020-09-05 | 2020-12-22 | 中铁上海工程局集团有限公司 | Construction method for smooth surface of exposed part of pile plate wall |
| CN111997069A (en) * | 2020-09-07 | 2020-11-27 | 哈尔滨工业大学 | Prefabricated baffle circular pile sheet wall and construction method thereof |
| CN113832991A (en) * | 2021-08-20 | 2021-12-24 | 上海市政工程设计研究总院（集团）有限公司 | Reverse construction method of pile plate wall |
| CN115094948A (en) * | 2022-07-27 | 2022-09-23 | 中冶建工集团有限公司 | Pile-plate type retaining wall combined frame and construction method |
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