CN204551521U - The cast-in-place construction structure of board wall between a kind of antislide pile stake - Google Patents
The cast-in-place construction structure of board wall between a kind of antislide pile stake Download PDFInfo
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- CN204551521U CN204551521U CN201520185731.8U CN201520185731U CN204551521U CN 204551521 U CN204551521 U CN 204551521U CN 201520185731 U CN201520185731 U CN 201520185731U CN 204551521 U CN204551521 U CN 204551521U
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Abstract
The utility model discloses the cast-in-place construction structure of board wall between a kind of antislide pile stake, comprise board wall and a loaded filter be positioned between stake on rear side of board wall between the stake between adjacent two antislide piles, two antislide piles are reinforced concrete pile, loaded filter by multiple anti-filter bag from bottom to up pile form, anti-filter bag is the woven bag of in-built sand gravel; Between stake, board wall is rectangle and it be situ Concrete Slabs, and between stake, board wall is in vertically to lay and itself and two antislide piles are fastenedly connected and are integrated; Be provided with cage of reinforcement in board wall between stake, cage of reinforcement is in the front side of loaded filter and it is between two antislide piles, and cage of reinforcement lateral branch is vertical forming panel; Cage of reinforcement is spliced from bottom to up by multiple reinforcing cage, is laid with multiple spilled water hole provided pipe in each reinforcing cage.The utility model structure is simple, reasonable in design, easy construction and the construction period is short, construction effect is good, can be easy, fast and high-quality completes the work progress of board wall between antislide pile stake.
Description
Technical field
The utility model belongs to Construction of Anti-sliding Pile field, is specifically related to the cast-in-place construction structure of board wall 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.
Utility model content
Technical problem to be solved in the utility model is for above-mentioned deficiency of the prior art, the cast-in-place construction structure of board wall between a kind of antislide pile stake is provided, its structure is simple, reasonable in design, easy construction and the construction period is short, construction effect is good, can be easy, fast and high-quality completes the work progress of board wall between antislide pile stake.
For solving the problems of the technologies described above, the technical solution adopted in the utility model is: the cast-in-place construction structure of board wall between a kind of antislide pile stake, it is characterized in that: comprise board wall and a loaded filter be positioned between stake on rear side of board wall between the stake between adjacent two antislide piles, two described antislide piles are in the vertical reinforced concrete pile to laying, described loaded filter is vertically to laying, and 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; Between described stake, board wall is rectangle and it is situ Concrete Slabs, between described stake board wall in vertically to laying and itself and two described antislide piles be fastenedly connected and be integrated, between described 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; Be provided with cage of reinforcement in board wall between described stake, described cage of reinforcement is in the front side of loaded filter and it is between two described antislide piles, and described cage of reinforcement lateral branch founds the forming panel for building board wall between shaping stake; Described cage of reinforcement is spliced from bottom to up by multiple reinforcing cage, and 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 stake, multiple described spilled water hole provided pipe divides many row's multiple rows to lay.
The cast-in-place construction structure of board wall between above-mentioned a kind of antislide pile stake, is characterized in that: be provided with pile body reinforcing cage in two described antislide piles, is fastenedly connected is integrated between the pile body reinforcing cage of two described antislide piles and described cage of reinforcement by reserved connecting reinforcement.
Between above-mentioned a kind of antislide pile stake, the cast-in-place construction structure of board wall, is characterized in that: between described stake, board wall and loaded filter all excavate in the foundation ditch of formation between two described antislide piles; One deck concrete leveling layer is provided with bottom described foundation ditch; Described concrete leveling layer be positioned at board wall between stake rear side and between its length with stake the length of board wall identical, the width of described concrete leveling layer is greater than the width of board wall between stake and the thickness sum of loaded filter; Between described stake, board wall and loaded filter are all positioned on concrete leveling layer.
Between above-mentioned a kind of antislide pile stake, the cast-in-place construction structure of board wall, is characterized in that: between described stake, board wall is positioned at outside curb; The cross section of two described antislide piles is rectangle, spacing between the inside wall that between described stake, board wall rear side and its length between two described antislide piles is greater than two described antislide piles, and between stake, the front side wall of board wall and the rear wall of two described antislide piles are fastenedly connected and are integrated.
The cast-in-place construction structure of board wall between above-mentioned a kind of antislide pile stake, it is characterized in that: the ground inside two described antislide piles is roadbed, the height of level inside two described antislide piles is higher than the height of level outside it; Between described 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 stake, between described stake, plate coping is mutually concordant with the top of two described antislide piles.
The cast-in-place construction structure of board wall between above-mentioned a kind of antislide pile stake, is characterized in that: between described stake board wall top on rear side of be provided with a concrete fringing, the top of described concrete fringing is mutually concordant with plate coping between stake; The overhead height of described loaded filter is lower than the overhead height of board wall between stake, and described concrete fringing is positioned at above loaded filter and its width is greater than the thickness of loaded filter.
The cast-in-place construction structure of board wall between above-mentioned a kind of antislide pile stake, is characterized in that: between described 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 described stake, between described 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 described stake, between described 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 described 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.
The cast-in-place construction structure of board wall 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.
The cast-in-place construction structure of board wall between above-mentioned a kind of antislide pile stake, is characterized in that: the thickness of described loaded filter 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 cast-in-place construction structure of board wall between above-mentioned a kind of antislide pile stake, it is characterized in that: the both sides, front and back of described cage of reinforcement 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.
The utility model compared with prior art has the following advantages:
1, structure is simple, reasonable in design and input cost is lower, and it is convenient to realize.
2, construction method is simple, easy construction, difficulty of construction are low and efficiency of construction is high, after adopting cast in place process to replace 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, pile loaded filter on rear side of board wall between stake, effectively can ensure the construction quality of board wall between constructed antislide pile stake.
5, 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.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.Further, 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.
6, applied widely, board wall cast-in-place construction between the antislide pile stake being particularly useful for high cutting location.
In sum, the utility model structure is simple, reasonable in design, easy construction and the construction period is short, construction effect is good, can be easy, fast and high-quality completes the work progress of board wall between antislide pile stake, effectively can solve that the work progress that between existing antislide pile stake, board wall cast-in-situ construction method exists is complicated, the prefabricated quality of plate and antislide pile construction quality require the problems such as high, efficiency of construction is low, construction quality not easily ensures between stake.
Below by drawings and Examples, the technical solution of the utility model is described in further detail.
Accompanying drawing explanation
Fig. 1-1 adopts by the utility model the structural representation of reinforcing cage and spilled water hole provided pipe.
Fig. 1-2 is the I-I sectional view of Fig. 1-1.
Fig. 1-3 is the top view of Fig. 1-1.
Fig. 2 is the Construction State schematic diagram of the utility model embodiment 1.
Fig. 3 is the installation position schematic diagram of board wall between institute's construction stake in the utility model embodiment 1.
Fig. 4 is the Construction State schematic diagram of the utility model embodiment 2.
Fig. 5 is the installation position schematic diagram of board wall between institute's construction stake in the utility model embodiment 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-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
As shown in Figure 2 and Figure 3, the utility model comprises board wall 6 and a loaded filter 3 be positioned between stake on rear side of board wall 6 between the stake between adjacent two antislide piles 1, two described antislide piles 1 are in the vertical reinforced concrete pile to laying, described loaded filter 3 is vertically to laying, and 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.Between described stake, board wall 6 is rectangle and it is situ Concrete Slabs, between described stake board wall 6 in vertically to laying and itself and two described antislide piles 1 be fastenedly connected and be integrated, between described 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.Be provided with cage of reinforcement in board wall 6 between described stake, described cage of reinforcement is in the front side of loaded filter 3 and it is between two described antislide piles 1, and described cage of reinforcement lateral branch founds the forming panel for building board wall 6 between shaping 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, multiple described reinforcing cage 4 all in vertically to laying and multiple described reinforcing cage 4 be 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 stake, multiple described spilled water hole provided pipe is arranged multiple row more and is laid 5 points.
In the present embodiment, in two described antislide piles 1, be provided with pile body reinforcing cage, be fastenedly connected by reserved connecting reinforcement between the pile body reinforcing cage of two described antislide piles 1 and described cage of reinforcement and be integrated.
In the present embodiment, between described stake, board wall 6 and loaded filter 3 all excavate in the foundation ditch of formation between two described antislide piles 1.One deck concrete leveling layer 7 is provided with bottom described foundation ditch; Described concrete leveling layer 7 be positioned at board wall 6 between stake rear side and between its length with stake the length of board wall 6 identical, the width of described concrete leveling layer 7 is greater than the width of board wall 6 between stake and the thickness sum of loaded filter 3; Between described 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, between described stake, board wall 6 is positioned at outside curb 11; The cross section of two described antislide piles 1 is rectangle, spacing between the inside wall that between described 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 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, the spacing between the inside wall of two described antislide piles 1, is denoted as D.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 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 described 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 stake, between described stake, the top of board wall 6 is mutually concordant with the top of two described antislide piles 1.
In the present embodiment, between described stake board wall 6 top on rear side of be provided with a concrete fringing 8, the top of described concrete fringing 8 is mutually concordant with the top of board wall between stake 6; The overhead height of described loaded filter 3 is lower than the overhead height of board wall between stake 6, 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.
During practice of construction, the thickness of described loaded filter 3 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 described reinforcing cage 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.
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 1-1, Fig. 1-2 and Fig. 1-3, 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 is carried out to described cage of reinforcement, 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.
In the present embodiment, the both sides, front and back of described cage of reinforcement 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.
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.
Embodiment 2
In the present embodiment, as shown in Figure 4 and Figure 5, as different from Example 1: between described 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 described stake, between described 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 described stake, between described 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 described 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.
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.
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, 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, all the other structures and position relationship are all identical with embodiment 1.
The above; it is only preferred embodiment of the present utility model; not the utility model is imposed any restrictions; every above embodiment is done according to the utility model technical spirit any simple modification, change and equivalent structure change, all still belong in the protection domain of technical solutions of the utility model.
Claims (10)
1. the cast-in-place construction structure of board wall between an antislide pile stake, it is characterized in that: comprise the loaded filter (3) that board wall (6) between the stake that is positioned between adjacent two antislide piles (1) and are positioned at board wall between stake (6) rear side, two described antislide piles (1) are in the vertical reinforced concrete pile to laying, described loaded filter (3) is vertically to laying, and 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; Between described stake, board wall (6) is for rectangle and it is situ Concrete Slabs, between described stake board wall (6) in vertically to laying and itself and two described antislide piles (1) be fastenedly connected and be integrated, between described 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 described stake, described cage of reinforcement is positioned at the front side of loaded filter (3) and it is positioned between two described antislide piles (1), the vertical forming panel had for building board wall (6) between shaping stake of described cage of reinforcement lateral branch; 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 stake, multiple described spilled water hole provided pipe (5) point multiple row of arranging is laid more.
2. according to the cast-in-place construction structure of board wall between a kind of antislide pile stake according to claim 1, it is characterized in that: in two described antislide piles (1), be provided with pile body reinforcing cage, be fastenedly connected by reserved connecting reinforcement between the pile body reinforcing cage of two described antislide piles (1) and described cage of reinforcement and be integrated.
3. according to the cast-in-place construction structure of board wall between a kind of antislide pile stake described in claim 1 or 2, it is characterized in that: between described stake, board wall (6) and loaded filter (3) are all positioned at the foundation ditch excavating formation between two described antislide piles (1); One deck concrete leveling layer (7) is provided with bottom described foundation ditch; Described concrete leveling layer (7) be positioned at board wall between stake (6) rear side and between its length with stake the length of board wall (6) identical, the width of described concrete leveling layer (7) is greater than the width of board wall between stake (6) and the thickness sum of loaded filter (3); Between described stake, board wall (6) and loaded filter (3) are all positioned on concrete leveling layer (7).
4. according to the cast-in-place construction structure of board wall between a kind of antislide pile stake described in claim 1 or 2, it is characterized in that: between described stake, board wall (6) is positioned at curb (11) outside; The cross section of two described antislide piles (1) is rectangle, between described 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 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.
5. according to the cast-in-place construction structure of board wall between a kind of antislide pile stake according to claim 4, it is characterized in that: 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 described 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 stake, between described stake, the top of board wall (6) is mutually concordant with the top of two described antislide piles (1).
6. according to the cast-in-place construction structure of board wall between a kind of antislide pile stake according to claim 4, it is characterized in that: between described stake board wall (6) top on rear side of be provided with a concrete fringing (8), the top of described concrete fringing (8) is mutually concordant with the top of board wall between stake (6); The overhead height of described loaded filter (3) is lower than the overhead height of board wall between stake (6), and described concrete fringing (8) is positioned at loaded filter (3) top and its width is greater than the thickness of loaded filter (3).
7. according to the cast-in-place construction structure of board wall between a kind of antislide pile stake described in claim 1 or 2, it is characterized in that: between described stake, board wall (6) to be positioned on cutting and it is positioned at cut slope (9) inner side; Between described 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 described 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 described stake, between described 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 described 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.
8. according to the cast-in-place construction structure of board wall between a kind of antislide pile stake according to claim 7, 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).
9. according to the cast-in-place construction structure of board wall between a kind of antislide pile stake described in claim 1 or 2, it is characterized in that: the thickness of described loaded filter (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.
10. according to the cast-in-place construction structure of board wall between a kind of antislide pile stake described in claim 1 or 2, it is characterized in that: the both sides, front and back of described cage of reinforcement 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.
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| CN201520185731.8U CN204551521U (en) | 2015-03-30 | 2015-03-30 | The cast-in-place construction structure of board wall between a kind of antislide pile stake |
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Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105544561A (en) * | 2016-02-25 | 2016-05-04 | 中铁十八局集团有限公司 | Construction method for quickly pouring anti-slide pile protection wall concrete |
| CN105993673A (en) * | 2016-07-08 | 2016-10-12 | 三峡大学 | Vertical greening sheet-pile retaining wall and constructing method thereof |
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2015
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Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105544561A (en) * | 2016-02-25 | 2016-05-04 | 中铁十八局集团有限公司 | Construction method for quickly pouring anti-slide pile protection wall concrete |
| CN105544561B (en) * | 2016-02-25 | 2017-10-13 | 中铁十八局集团有限公司 | The construction method of friction pile breast wall concrete Quick pouring |
| CN105993673A (en) * | 2016-07-08 | 2016-10-12 | 三峡大学 | Vertical greening sheet-pile retaining wall and constructing method thereof |
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