A kind of body device for quickly applying dewatering well
Technical field
This utility model relates to ground and environmental treatment device, is specifically related to a kind of body device for quickly applying dewatering well.
Background technology
Usually, before base pit engineering, architectural engineering or environmental pollution water and soil repair extraction well construction, generally require and foundation soil is carried out pre-precipitation, water level is down to excavation bottom surface absolute altitude certain depth below.
Traditional construction method is to utilize boring mechanic drilled as holes or water to rush equipment pore-forming, need to be aided with mud off to prevent collapse hole according to stratum, after treating pore-forming, prefabricated downcast well pipe is inserted in hole, and the space around well casing is filled sand filter blanket, ultimately form precipitation well point.Owing to drilling machine construction speed is slow, pore-forming efficiency is low, easy shrinkage cavity in pore forming process, it is possible to cause that well casing insertion is difficult or it is excessively thin to cause sand filtering layer around well casing, thus affecting the efficiency of precipitation.
Summary of the invention
The purpose of this utility model is according to above-mentioned the deficiencies in the prior art part, a kind of body device for quickly applying dewatering well is provided, this body device is by rearmounted or preset downcast well pipe and sand filter blanket in body, and utilizes the once pressure acting through pressure pile-drawing machine of body bottom check valve to pull out and realize quick well formation.
This utility model purpose realizes being completed by techniques below scheme:
A kind of body device for quickly applying dewatering well, it is characterised in that described body device includes body and downcast well pipe, and described downcast well pipe is coaxially disposed in described body.
Described body device also includes filter material layer, in described filter material layer space between described body and described downcast well pipe.
Described body base opening is provided with a check valve.
Described body top port is welded with piling plate and holding attachment successively, and described holding attachment is H profile steel.
Described tube wall has opening, and offering of described opening is highly corresponding with the apical position of described downcast well pipe.
Being set with centering pipe outside described downcast well pipe, the upper/lower terminal of described centering pipe is welded and fixed with described inboard wall of tube body by fixing bar.
Space between described centering pipe and described body is filled with filter material layer.
The utility model has the advantages that, body apparatus structure is simple, by indwelling well casing in body back-up sand filtering layer, utilizes the once pressure acting through pressure pile-drawing machine of check valve to pull out and gets final product disposable Cheng Jing, shrinkage cavity will not occur, and working procedure is few, simple to operate, quick.
Accompanying drawing explanation
Fig. 1 is this utility model embodiment 1 middle tube body apparatus structure schematic diagram;
Fig. 2 is this utility model embodiment 1 middle tube body device cross sectional representation;
Fig. 3 is the schematic diagram that this utility model embodiment 1 middle tube body device is pressed down by pressing pile-drawing machine;
Fig. 4 is that this utility model embodiment 1 middle tube body device is by pressing the schematic diagram pulled out on pile-drawing machine;
Fig. 5 is this utility model embodiment 2 middle tube body apparatus structure schematic diagram;
Fig. 6 is this utility model embodiment 2,3 middle tube body device cross sectional representation;
Fig. 7 is this utility model embodiment 3 middle tube body structural representation.
Detailed description of the invention
Feature of the present utility model and other correlated characteristic are described in further detail by embodiment below in conjunction with accompanying drawing, in order to the understanding of technical staff of the same trade:
Such as Fig. 1-7, in figure, labelling 1-11 is respectively as follows: body 1, piling plate 2, H profile steel 3, check valve 4, opening 5, downcast well pipe 6, filter material layer 7, pressure pile-drawing machine 8, mechanical hand 9, fixing bar 10, centering pipe 11.
Embodiment 1: as Figure 1-4, the present embodiment is specifically related to a kind of body device for quickly applying dewatering well, this body device includes body 1, body 1 is provided with downcast well pipe 6, downcast well pipe 6 is coaxially disposed with between body 1, is filled with filter material layer 7 in the space between body 1 and downcast well pipe 6;Wherein, body 1 can be metal tube, the plastic tube of high intensity or pipe of concrete, and the cross section of body 1 is circular or polygon, it is also possible to be variable cross-section;
Arranging a check valve 4 in body 1 lower port, check valve 4 can realize unidirectional keying, namely body 1 in the soil body under when pressing check valve 4 close, and body 1 in the soil body on when pulling out check valve 4 open;Upper port at body 1 welds a piling plate 2, and in piling plate 2 upper weld H profile steel 3, H profile steel 3 is as the holding attachment when pressure is pulled out;Additionally, be further opened with an opening 5 on the sidewall of body 1.
As Figure 1-4, the installation steps of the present embodiment middle tube body device and to utilize it quickly to apply the method for dewatering well as follows:
(1) as it is shown in figure 1, install check valve 4 in body 1 lower port, check valve 4 can realize unidirectional keying;Welding piling plate 2 in body 1 upper port afterwards, and in piling plate 2 upper weld H profile steel 3, H profile steel 3 is as the body 1 parts that are clamped and connected when pressure is pulled out;Meanwhile, offering an opening 5 on the upper side wall of body 1, opening 5 for arranging downcast well pipe 6 and filter material layer 7 in body 1, and therefore the size of opening 5 is it is ensured that enough pass through downcast well pipe 6;
(2) as shown in Figure 1, 2, by the opening on body 1 sidewall 5 to its in preset downcast well pipe 6 and make its with body 1 keep be coaxially disposed, the height of downcast well pipe 6 is within the altitude range of opening 5;Afterwards again through this opening 5 to body 1 with filling filtrate in the space between downcast well pipe 6 to constitute filter material layer 7;
(3) as shown in Figure 3, by pressing the mechanical hand 9 of pile-drawing machine 8 to clamp the H profile steel 3 on body 1, body 1 is sent into, by pressure H profile steel 3 of shaking, the degree of depth specified in foundation soil by pressure pile-drawing machine 8, and pressing direction can be vertical or oblique press-in, presses through journey middle tube body 1 bottom check valve 4 close shaking;It should be noted that body 1 is sent into the device of designated depth in foundation soil can also select excavator or vibration hammer;
(4) as shown in Figure 4, after body 1 is shaken and is depressed into designated depth, body 1 is extracted ground by mechanical hand 9 by pressure pile-drawing machine 8, downcast well pipe 6 and filter material layer 7 make check valve 4 open under gravity and exciting force effect promote, namely, body 1 is pulled out ground, downcast well pipe 6 and filter material layer 7 and then ultimately resides in hole formed by body 1, to constitute precipitation well point.
Embodiment 2: as shown in Figure 5,6, the present embodiment is specifically related to a kind of body device for quickly applying dewatering well, on the basis of embodiment 1, is additionally arranged centralising device in body 1, and concrete structure is as follows:
This body device includes body 1, is provided with downcast well pipe 6 in body 1, and downcast well pipe 6 is coaxially disposed with between body 1;Stability time in order to ensure the accuracy of alignment of downcast well pipe 6 and in body 1, it is arranged with centralising device in the periphery of downcast well pipe 6, including centering pipe 11 and fixing bar 10, fixing bar 10 is positioned at the upper/lower terminal of centering pipe 11, and is welded and fixed with the inwall of body 1;Space between body 1 and centering pipe 11 is filled with filter material layer 7;The top opening of centering pipe 11 has a check valve cover plate;
Arranging a check valve 4 in body 1 lower port, check valve 4 can realize unidirectional keying, namely body 1 in the soil body under when pressing check valve 4 close, and body 1 in the soil body on when pulling out check valve 4 open;Upper port at body 1 welds a piling plate 2, and in piling plate 2 upper weld H profile steel 3, H profile steel 3 is as the holding attachment when pressure is pulled out;Additionally, be further opened with an opening 5 on the sidewall of body 1.
As shown in Figure 5,6, the installation steps of the present embodiment middle tube body device and to utilize it quickly to apply the method for dewatering well as follows:
(1) inside body 1, a centering pipe 11 it is coaxially disposed, and fixing bar 10 is set respectively at the upper/lower terminal of centering pipe 11 is welded and fixed with the inwall of body 1 and constitutes the spacing fixing of centering pipe 11, fixing bar 10 is spaced apart along the even circumferential of centering pipe 11;It should be noted that the caliber of centering pipe 11 should be not less than the caliber of downcast well pipe 6, so that both may make up matched in clearance;
(2) welding a piling plate 2 in body 1 upper port, and in piling plate 2 upper weld H profile steel 3, H profile steel 3 is as the body 1 parts that are clamped and connected when pressure is pulled out;
Arranging a check valve 4 in body 1 lower port, check valve 4 can realize unidirectional keying;
Offering an opening 5 on the upper side wall of body 1, opening 5 for arranging downcast well pipe 6 and filter material layer 7 in body 1, and therefore the size of opening 5 is it is ensured that enough pass through downcast well pipe 6;
(3) by the opening 5 on body 1 sidewall to downcast well pipe 6 preset in centering pipe 11, downcast well pipe 6 is with constituting matched in clearance between centering pipe 11, the height of downcast well pipe 6 is within the altitude range of opening 5;The top opening of centering pipe 11 has a check valve cover plate, after downcast well pipe 6 is arranged in centering pipe 11, closes this check valve cover plate;Afterwards again through this opening 5 to body 1 with filling filtrate in the space between centering pipe 11, to constitute filter material layer 7;
(4) by pressing the manipulator clamping of pile-drawing machine to live the H profile steel 3 on body 1, body 1 is sent into, by pressure H profile steel 3 of shaking, the degree of depth specified in foundation soil by pressure pile-drawing machine, presses through journey middle tube body 1 bottom check valve 4 close shaking;
(5) after body 1 is shaken and is depressed into designated depth, body 1 is extracted ground by mechanical hand 9 by pressure pile-drawing machine 8, check valve 4 is made to open at downcast well pipe 6 and filter material layer 7 under gravity and exciting force effect promote, namely, body 1 and the centering pipe 11 with its fixing connection are pulled out ground, downcast well pipe 6 and filter material layer 7 then ultimately reside in hole formed by body 1, to constitute precipitation well point.
The present embodiment by setting up spacing centering pipe in body, compared to embodiment 1, can avoid pressing through downcast well pipe in journey and producing deflection shaking, it is ensured that downcast well pipe is placed in the middle, makes periphery uniform filling, further increases perpendicularity and the positioning precision of downcast well pipe.
Embodiment 3: as shown in Figure 6,7, the present embodiment is specifically related to a kind of body device for quickly applying dewatering well, has additional centralising device in body 1, and concrete structure is as follows:
This body device includes body 1, is provided with downcast well pipe 6 in body 1, and downcast well pipe 6 is coaxially disposed with between body 1;Stability time in order to ensure the accuracy of alignment of downcast well pipe 6 and in body 1, it is arranged with centralising device in the periphery of downcast well pipe 6, including centering pipe 11 and fixing bar 10, fixing bar 10 is positioned at the upper/lower terminal of centering pipe 11, and is welded and fixed with the inwall of body 1;Space between body 1 and centering pipe 11 is filled with filter material layer 7;The top opening of centering pipe 11 has a check valve cover plate;
Arranging a check valve 4 in body 1 lower port, check valve 4 can realize unidirectional keying, namely body 1 in the soil body under when pressing check valve 4 close, and body 1 in the soil body on when pulling out check valve 4 open;The opening-like state of upper port of body 1, the sidewall of its upper opening as body 1 pressure pull out time retaining part.
As shown in Figure 6,7, the installation steps of the present embodiment middle tube body device and to utilize it quickly to apply the method for dewatering well as follows:
(1) inside body 1, centering pipe 11 it is coaxially disposed, and fixing bar 10 is set respectively at the upper/lower terminal of centering pipe 11 is welded and fixed with the inwall of body 1 and constitutes the spacing fixing of centering pipe 11, fixing bar 10 is spaced apart along the even circumferential of centering pipe 11;It should be noted that the caliber of centering pipe 11 should be not less than the caliber of downcast well pipe 6, so that both may make up matched in clearance;
(2) the upper port opening of body 1, the sidewall of its upper opening as body 1 pressure pull out time retaining part;
Arranging a check valve 4 in body 1 lower port, check valve 4 can realize unidirectional keying, and namely during 1 time pressure of body, check valve 4 is closed, and when pulling out on body 1, check valve 4 is opened;
(3) by pressing the manipulator clamping of pile-drawing machine to live the sidewall of body 1 upper opening, body 1 is sent into the degree of depth specified in foundation soil by pressure of shaking by pressure pile-drawing machine, presses through journey middle tube body 1 bottom check valve 4 close shaking;
(4) by the upper opening of body 1, rearmounted downcast well pipe 6 in centering pipe 11, downcast well pipe 6 is with constituting matched in clearance between centering pipe 11;The top opening of centering pipe 11 has a check valve cover plate, after downcast well pipe 6 is arranged in centering pipe 11, closes this check valve cover plate;
(5) after again through body 1 upper opening again to body 1 with filling filtrate in the space between centering pipe 11, to constitute filter material layer 7;
(6) body 1 is extracted ground by mechanical hand 9 by pressure pile-drawing machine 8, check valve 4 is made to open under the gravity and exciting force effect promotion of downcast well pipe 6 and filtrate, namely, body 1 and the centering pipe 11 with its fixing connection are pulled out ground, downcast well pipe 6 and filter material layer 7 then ultimately reside in hole formed by body 1, to constitute precipitation well point.