CN113089689A - Working well with support system and construction method thereof - Google Patents
Working well with support system and construction method thereof Download PDFInfo
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- CN113089689A CN113089689A CN202110447673.1A CN202110447673A CN113089689A CN 113089689 A CN113089689 A CN 113089689A CN 202110447673 A CN202110447673 A CN 202110447673A CN 113089689 A CN113089689 A CN 113089689A
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- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D17/00—Excavations; Bordering of excavations; Making embankments
- E02D17/06—Foundation trenches ditches or narrow shafts
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- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D17/00—Excavations; Bordering of excavations; Making embankments
- E02D17/06—Foundation trenches ditches or narrow shafts
- E02D17/08—Bordering or stiffening the sides of ditches trenches or narrow shafts for foundations
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- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D19/00—Keeping dry foundation sites or other areas in the ground
- E02D19/06—Restraining of underground water
- E02D19/12—Restraining of underground water by damming or interrupting the passage of underground water
- E02D19/18—Restraining of underground water by damming or interrupting the passage of underground water by making use of sealing aprons, e.g. diaphragms made from bituminous or clay material
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- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D29/00—Independent underground or underwater structures; Retaining walls
- E02D29/12—Manhole shafts; Other inspection or access chambers; Accessories therefor
- E02D29/125—Manhole shafts; Other inspection or access chambers; Accessories therefor characterised by the lining of the shaft
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- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D31/00—Protective arrangements for foundations or foundation structures; Ground foundation measures for protecting the soil or the subsoil water, e.g. preventing or counteracting oil pollution
- E02D31/02—Protective arrangements for foundations or foundation structures; Ground foundation measures for protecting the soil or the subsoil water, e.g. preventing or counteracting oil pollution against ground humidity or ground water
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- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D31/00—Protective arrangements for foundations or foundation structures; Ground foundation measures for protecting the soil or the subsoil water, e.g. preventing or counteracting oil pollution
- E02D31/02—Protective arrangements for foundations or foundation structures; Ground foundation measures for protecting the soil or the subsoil water, e.g. preventing or counteracting oil pollution against ground humidity or ground water
- E02D31/025—Draining membranes, sheets or fabric specially adapted therefor, e.g. with dimples
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- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D2250/00—Production methods
- E02D2250/0023—Cast, i.e. in situ or in a mold or other formwork
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- Life Sciences & Earth Sciences (AREA)
- Mining & Mineral Resources (AREA)
- General Life Sciences & Earth Sciences (AREA)
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- Civil Engineering (AREA)
- General Engineering & Computer Science (AREA)
- Structural Engineering (AREA)
- Environmental & Geological Engineering (AREA)
- Hydrology & Water Resources (AREA)
- Revetment (AREA)
Abstract
The invention relates to a working well with a support system, which comprises filling piles which are annularly arranged; the well body comprises a plurality of enclosing purlins and a well wall, and the enclosing purlins and the well wall are sequentially and alternately overlapped and connected; a lower waterproof structure is arranged between the lower end of the enclosing purlin and the well wall below the enclosing purlin, and an upper waterproof structure is arranged between the upper end of the enclosing purlin and the well wall above the enclosing purlin; a first diagonal steel bar is arranged between the purlin and the outer side cast-in-place pile; a second diagonal steel bar is arranged between the well wall and the outer side cast-in-place pile; a plurality of longitudinal steel bars are arranged between each enclosing purlin and the well wall, and the two ends of each longitudinal steel bar are connected with the upper and lower adjacent enclosing purlins and the well wall. The construction method of the working well with the support system comprises the following steps: a support pile and a cast-in-place pile are driven on the ground, and then a foundation pit is excavated; and (3) excavating pit by sections, pouring surrounding purlins section by section, pouring well wall and pouring top plate. The enclosing purlin does not need to be dismantled, so that the construction period and the construction cost are saved, and the construction waste is reduced.
Description
Technical Field
The invention relates to the field of civil construction, in particular to a working well with a support system and a construction method thereof.
Background
The traditional working well construction sequence is as follows: as shown in fig. 1, firstly, a water stopping column and a cast-in-place pile 1 are driven on the ground, and then, the cast-in-place pile 1 is dug downwards in the area enclosed by the cast-in-place pile; after a certain distance is dug downwards, a first enclosing purlin W1 begins to be poured in the well, then a certain distance continues to be dug downwards, then a second enclosing purlin W2 continues to be poured, the operation is repeated until the bottom of the well is dug, then a bottom plate begins to be poured at the bottom of the well, after the bottom plate is solidified, a formwork is started to pour a concrete well wall between the bottom plate and the last enclosing purlin, namely a first well wall at the bottom, after the first well wall is solidified, the enclosing purlin above the first well wall is detached (namely the enclosing purlin at the bottommost and the enclosing purlin at the fifth in the drawing), then a second well wall is poured between the first well wall and the second enclosing purlin with the reciprocal number (the bottom is upwards), after the second well wall is cured, the third enclosing purlin with the reciprocal number is detached, the formwork is repeated and the operation is repeated until the top plate construction of the working well is finished.
Above be traditional work well structure and construction process, the well body D of traditional work well is that the bottom plate pours gradually upwards, and this well body D is formed by concrete placement, and the problem that traditional work well construction exists is: when the well body D is poured upwards from the bottom, the enclosing purlins need to be detached one by one, and the problems that the construction period is prolonged, the labor cost of materials is increased, and construction wastes are produced due to the detachment of the enclosing purlins are solved.
Disclosure of Invention
The technical problem to be solved by the invention is as follows: the working well with the support system and the construction method thereof overcome the defects of the prior art, and solve the problems of long construction period and high cost caused by the fact that the surrounding purlin needs to be detached during construction of the conventional working well.
The technical scheme adopted by the invention for solving the technical problems is as follows:
in a first aspect:
a working well with a support system is provided, which comprises
Annularly arranged cast-in-place piles; and
the well body comprises a plurality of surrounding purlins and a well wall, and the surrounding purlins and the well wall are sequentially and alternately overlapped and connected;
a lower waterproof structure is arranged between the lower end of the enclosing purlin and the well wall below the enclosing purlin, and an upper waterproof structure is arranged between the upper end of the enclosing purlin and the well wall above the enclosing purlin;
a first diagonal steel bar is arranged between the enclosing purlin and the cast-in-place pile at the outer side so that the enclosing purlin is hung on the inner side wall of the cast-in-place pile;
a second diagonal steel bar is arranged between the well wall and the outer cast-in-place pile so that the well wall is hung on the inner side wall of the cast-in-place pile;
a plurality of longitudinal steel bars are arranged between each enclosing purlin and the well wall, two ends of each longitudinal steel bar are connected with the upper and lower adjacent enclosing purlins and the well wall, and the upper and lower longitudinal steel bars are fixedly connected.
Further, the lower waterproof structure comprises a waterproof strip;
the waterproof strip is arranged at the lower end of the enclosing purlin so that the lower end of the enclosing purlin is in sealing fit with the well wall below the enclosing purlin.
Furthermore, the lower waterproof structure also comprises a waterproof step formed at the upper end of the well wall;
the waterproof step comprises an upper step surface and a lower step surface, the upper step surface is positioned on one side in the working well, and the waterproof strip at the lower end of the enclosing purlin is in sealing fit with the lower step surface.
Further, the upper waterproof structure comprises a water stop plate;
the lower end of the water stop plate is inserted into the upper end of the enclosing purlin, and the upper end of the water stop plate is inserted into the upper well wall.
Furthermore, a transverse bolt is arranged between the well wall and the cast-in-place pile so as to enable the well wall to be transversely connected with the cast-in-place pile.
Furthermore, a connecting sleeve is arranged between the upper longitudinal steel bar and the lower longitudinal steel bar, an internal thread is formed in the connecting sleeve, external threads are formed at two ends of each longitudinal steel bar, and the connecting sleeve is in threaded connection with the two adjacent longitudinal steel bars.
Further, a top plate is arranged at a wellhead at the upper end of the well body, the top plate comprises a prefabricated plate layer and a pouring layer, and the pouring layer is positioned above the prefabricated plate layer;
the prefabricated plate layer is transversely erected at a well mouth, and the pouring layer is integrally poured and formed on the prefabricated plate layer.
Furthermore, the precast slab layer comprises a plurality of precast slabs, and the precast slabs are arranged side by side at a wellhead;
and the pouring layer is poured by adopting reinforced concrete.
Further, the well body still includes the bottom plate, set up the stagnant water board between the wall of a well of bottom and the bottom plate, the bottom plate sets up longitudinal reinforcement all around, longitudinal reinforcement in the bottom plate and the longitudinal reinforcement fixed connection of the wall of a well of bottom.
In a second aspect:
the construction method of the working well with the support system comprises the following steps:
step S01, driving a support pile and a cast-in-place pile on the ground, and then excavating a foundation pit;
step S02, well pits are dug in sections, purlins are poured section by section until the bottom of the well is dug, and a bottom plate of the well is poured;
step S03, well wall pouring: firstly, pouring a first well wall between a bottom plate and a bottommost surrounding purlin, and then pouring the rest well walls between two adjacent surrounding purlins one by one from top to bottom;
step S04, roof pouring: firstly, paving a prefabricated slab layer on a wellhead, and then pouring a concrete layer on the prefabricated slab layer.
Furthermore, longitudinal steel bars in the enclosing purlin are fixedly connected with longitudinal steel bars in the well wall;
a first diagonal steel bar is arranged between the purlin and the cast-in-place pile, and a second diagonal steel bar is connected between the well wall and the cast-in-place pile;
and waterproof sealing structures are formed between the upper end and the lower end of the enclosing purlin and the well wall.
The invention has the beneficial effects that:
according to the working well with the support system and the construction method thereof, the enclosing purlin does not need to be detached, the construction period and the construction cost are saved, and the construction waste is reduced.
Drawings
The invention is further described below with reference to the accompanying drawings.
FIG. 1 is a conventional work well construction drawing;
FIG. 2 is a schematic illustration of a work well with a support system;
FIG. 3 is a water-proof structure diagram among the enclosing purlin, the well wall and the cast-in-place pile;
FIG. 4 is a cross-sectional view of the borehole wall;
FIG. 5 is a connecting structure diagram of a surrounding purlin, a well wall and a cast-in-place pile;
FIG. 6 is a schematic top plate;
the method comprises the following steps of 1, pouring piles, W1, a first enclosing purlin, W2, a second enclosing purlin, W3, a third enclosing purlin, W4, a fourth enclosing purlin, W5, a fifth enclosing purlin, D and a well body;
2. a surrounding purlin, 21, a waterproof strip,
3. the well wall, 3A, the top plate, 3A-1, the pouring layer, 3A-2, the prefabricated plate layer, 3B and the bottom plate;
41. the device comprises a first diagonal steel bar, 42 second diagonal steel bars, 51 longitudinal steel bars, 52 connecting sleeves, 6 transverse bolts, 7 water stop plates.
Detailed Description
The invention will now be further described with reference to specific examples. These drawings are simplified schematic diagrams only illustrating the basic structure of the present invention in a schematic manner, and thus show only the constitution related to the present invention.
Example one
As shown in fig. 2 to 6, a work well with a support system comprises cast-in-place piles 1 arranged in a ring shape; the well body comprises a plurality of surrounding purlins 2 and a well wall 3, and the surrounding purlins 2 and the well wall 3 are sequentially and alternately overlapped and connected;
a lower waterproof structure is arranged between the lower end of the surrounding purlin 2 and the well wall 3 below the surrounding purlin, and an upper waterproof structure is arranged between the upper end of the surrounding purlin 2 and the well wall 3 above the surrounding purlin;
a first diagonal reinforcing steel bar 41 is arranged between the surrounding purlin 2 and the cast-in-place pile 1 at the outer side so that the surrounding purlin 2 is hung on the inner side wall of the cast-in-place pile 1;
a second diagonal steel bar 42 is arranged between the well wall 3 and the outer side cast-in-place pile 1, so that the well wall 3 is hung on the inner side wall of the cast-in-place pile 1;
a plurality of longitudinal steel bars 51 are arranged between each enclosing purlin 2 and the well wall 3, the two ends of each longitudinal steel bar 51 are connected with the upper and lower adjacent enclosing purlins 2 and the well wall 3, and the upper and lower longitudinal steel bars 51 are fixedly connected.
Specifically, as an optional implementation manner of this embodiment, as shown in fig. 3, the lower waterproof structure includes a waterproof strip 21; the waterproof strip 21 is arranged at the lower end of the surrounding purlin 2 so as to form sealing fit between the lower end of the surrounding purlin 2 and the lower well wall 3.
Enclose purlin 2 when formwork is poured, pour earlier and form a mounting groove in enclosing purlin 2 bottom, wait to enclose purlin 2 and fix waterproof strip 21 in the mounting groove after the immobilization.
Specifically, as an optional implementation manner of this embodiment, as shown in fig. 4, the lower waterproof structure further includes a waterproof step formed at the upper end of the well wall 3; the waterproof step comprises an upper step surface and a lower step surface, the upper step surface is positioned on one side in the working well, and the waterproof strip 21 at the lower end of the enclosing purlin 2 is in sealing fit with the lower step surface.
The waterproof step can prevent on the one hand that infiltration directly permeates in the well in the soil of outside, even the infiltration appears, because the upper ledge face is higher than lower step face, also can prevent the infiltration of rivers in the working well.
On the other hand, the wall of a well 3 is poured through reinforced concrete at the later stage and is formed, the wall of a well 3 is when formwork is poured, pour into the concrete in the position of last step, because go up the difference in height between step and the lower step, consequently, the lower step department of the wall of a well 3 has higher pressure differential, when the die cavity is filled with the concrete, the laminating that lower platform interface can be higher depending on pressure differential is enclosing 2 bottom surfaces of purlin, the comparison of pouring of one side of lower step is more tight, promote the leakproofness between 2 bottoms of enclosing purlin and the lower step.
Specifically, as an optional implementation manner of this embodiment, the upper waterproof structure includes a water stop plate 7;
the lower end of the water stop plate 7 is inserted into the upper end of the surrounding purlin 2, and the upper end of the water stop plate 7 is inserted into the upper well wall 3.
Before pouring the surrounding purlin 2, the water stop plate 7 is placed in a formwork in advance, the lower half portion of the water stop plate 7 is located in the surrounding purlin 2, the upper half portion of the water stop plate 7 is inserted into the formwork of the well wall 3, and after the well wall 3 is cured, the water stop plate 7 can prevent water from leaking between the upper end of the surrounding purlin 2 and the lower end of the well wall 3.
Specifically, as an optional implementation manner of this embodiment, a transverse bolt 6 is disposed between the well wall 3 and the cast-in-place pile 1, so as to transversely connect the well wall 3 and the cast-in-place pile 1.
Before the well wall 3 is poured, a formwork is firstly erected, the transverse bolt 6 penetrates through the formwork to be connected with the cast-in-place pile 1, the formwork is fixed through the transverse bolt 6, then the well wall 3 is poured, and after the well wall 3 is solidified, the transverse bolt 6 can transversely fix the well wall 3 on the cast-in-place pile 1.
Specifically, as an optional implementation manner of this embodiment, a connection sleeve 52 is disposed between the upper longitudinal steel bar 51 and the lower longitudinal steel bar 51, an internal thread is disposed in the connection sleeve 52, external threads are disposed at two ends of the longitudinal steel bar 51, and the connection sleeve 52 is screwed with the two adjacent longitudinal steel bars 51.
The connecting sleeve 5252 in this embodiment is a conventional product in the art and can be purchased directly.
Specifically, as an optional implementation manner of this embodiment, as shown in fig. 6, a top plate 3A is arranged at a wellhead at the upper end of the well body, the top plate 3A includes a precast slab layer 3A-2 and a casting layer 3A-1, and the casting layer 3A-1 is located above the precast slab layer 3A-2; the prefabricated plate layer 3A-2 is transversely erected at a wellhead, and the pouring layer 3A-1 is integrally poured and formed on the prefabricated plate layer 3A-2.
Specifically, as an alternative embodiment of the present embodiment, as shown in fig. 6, the precast slab layer 3A-2 includes a plurality of precast slabs, and each precast slab is arranged side by side at the wellhead; the pouring layer 3A-1 is poured by adopting reinforced concrete.
The precast slab layer 3A-2 is formed by pouring a plurality of precast slabs in a factory in advance, when the top plate 3A is built, the precast slabs are laid on a wellhead firstly, and then a reinforced concrete layer is poured, so that the situation that a support frame is erected in a well in the building process of the top plate 3A is avoided, the engineering safety risk level is greatly reduced, the construction period is shortened, and the manufacturing cost is saved.
Specifically, as an optional implementation manner of this embodiment, the well body further includes a bottom plate 3B, a water stop plate 7 is disposed between the bottom plate 3B and the bottommost well wall 3, longitudinal steel bars 51 are disposed around the bottom plate 3B, and the longitudinal steel bars 51 in the bottom plate 3B are fixedly connected with the longitudinal steel bars 51 of the bottommost well wall 3.
Waterproof sealing performance of the well body: waterproof sealing is formed between the bottom plate 3B and the well wall 3, and waterproof sealing is also formed between the upper end and the lower end of the enclosing purlin 2 and the well wall 3, so that the waterproof sealing performance of the whole well body can be ensured.
Longitudinal strength of the well body: the bottom plate 3B, the well wall 3 and the longitudinal steel bars 51 in the surrounding purlin 2 are fixedly connected by virtue of the connecting sleeves 52, so that the bottom plate 3B, the well wall 3 and the surrounding purlin 2 are firmly connected in the longitudinal direction;
transverse strength of the well body: the well wall 3 is transversely connected with the cast-in-place pile 1 by a transverse bolt 6 and an inclined pulling steel bar; the surrounding purlin 2 is also transversely connected with the cast-in-place pile 1 by virtue of diagonal draw steel bars.
The working well with the support system, disclosed by the invention, has the advantages that after the problems of connection strength and waterproof sealing between the enclosing purlin 2 and the well wall 3 are solved, the well body of the whole working well is ensured to meet the construction requirements, the enclosing purlin 2 is not dismounted, the construction period and the construction cost of the whole working well are solved, and the construction waste is reduced.
In the embodiment, the size of the working well is 9800mm by 7800mm, and the well depth is 19000 mm;
the thickness of the top plate 3A3 is 800mm, the thickness of the precast slab layer 3A-231 is 370mm, and the thickness of the pouring layer 3A-132 is 430 mm.
Example two
A construction method of a working well with a support system comprises the following steps:
step S01, driving a support pile and a cast-in-place pile 1 on the ground, and then excavating a foundation pit;
step S02, well pits are dug in sections, surrounding purlins 2 are poured section by section until the bottom of the well is dug, and a bottom plate 3B of the well is poured;
when the surrounding purlin 2 is poured, the water stop plate 7 is embedded at the upper end, the mounting groove is formed at the lower end, longitudinal steel bars 51 are embedded in the surrounding purlin 2, the first diagonal steel bars 41 are connected with the cast-in-place pile 1 and the steel frame of the surrounding purlin 2, and concrete is poured into the supporting mold to pour the surrounding purlin 2 after the first diagonal steel bars 41 are embedded;
step S03, pouring the well wall 3: firstly, a first well wall 3 is poured between a bottom plate 3B and a bottommost surrounding purlin 2, and then the rest well walls 3 are poured between two adjacent surrounding purlins 2 one by one from top to bottom from bottom to top;
before the well wall 3 is poured, a formwork is also erected firstly, longitudinal steel bars 51 and second diagonal steel bars 42 are embedded in advance, and finally concrete is poured into the formwork;
step S04, casting the top plate 3A: firstly, laying a prefabricated slab layer 3A-2 at a wellhead, and then pouring a concrete layer on the prefabricated slab layer 3A-2.
When pouring the well wall 3, the waterproof step needs to be poured on the upper end of the well wall 3, and the upper step surface of the waterproof step is used as a pouring gate of the well wall 3, so that the lower step surface can be poured more tightly by means of pressure caused by the height difference of concrete.
According to the construction method, the surrounding purlin 2 is not required to be removed, the surrounding purlin 2 needs to be removed from the right bottom to the top after the bottom plate 3B is poured, and the well wall 3 is directly poured at present, so that the problems of water resistance and connection strength between the surrounding purlin 2 and the well wall 3 are solved, and the well wall 3 can be directly poured from the bottom to the top in sequence after the bottom plate 3B is poured, and finally the top plate 3A is poured.
The pouring of the top plate 3A is also a great innovation point, a support needs to be erected in a well in the past when the top plate 3A is poured, then the concrete top plate 3A is poured by a formwork, and at present, a precast slab is paved firstly, and then a concrete layer is directly poured on the precast slab by means of the support of the precast slab. The thickness of the prefabricated slab layer 3A-2 and the thickness of the concrete layer are equal to the thickness of the conventional top plate 3A.
In light of the foregoing description of the preferred embodiment of the present invention, many modifications and variations will be apparent to those skilled in the art without departing from the spirit and scope of the invention. The technical scope of the present invention is not limited to the content of the specification, and must be determined according to the scope of the claims.
Claims (11)
1. A working well with a supporting system is characterized by comprising
Annularly arranged cast-in-place piles; and
the well body comprises a plurality of surrounding purlins and a well wall, and the surrounding purlins and the well wall are sequentially and alternately overlapped and connected;
a lower waterproof structure is arranged between the lower end of the enclosing purlin and the well wall below the enclosing purlin, and an upper waterproof structure is arranged between the upper end of the enclosing purlin and the well wall above the enclosing purlin;
a first diagonal steel bar is arranged between the enclosing purlin and the cast-in-place pile at the outer side so that the enclosing purlin is hung on the inner side wall of the cast-in-place pile;
a second diagonal steel bar is arranged between the well wall and the outer cast-in-place pile so that the well wall is hung on the inner side wall of the cast-in-place pile;
a plurality of longitudinal steel bars are arranged between each enclosing purlin and the well wall, two ends of each longitudinal steel bar are connected with the upper and lower adjacent enclosing purlins and the well wall, and the upper and lower longitudinal steel bars are fixedly connected.
2. The work well with support system of claim 1,
the lower waterproof structure comprises a waterproof strip;
the waterproof strip is arranged at the lower end of the enclosing purlin so that the lower end of the enclosing purlin is in sealing fit with the well wall below the enclosing purlin.
3. The work well with support system of claim 2,
the lower waterproof structure also comprises a waterproof step formed at the upper end of the well wall;
the waterproof step comprises an upper step surface and a lower step surface, the upper step surface is positioned on one side in the working well, and the waterproof strip at the lower end of the enclosing purlin is in sealing fit with the lower step surface.
4. The work well with support system of claim 1,
the upper waterproof structure comprises a water stop plate;
the lower end of the water stop plate is inserted into the upper end of the enclosing purlin, and the upper end of the water stop plate is inserted into the upper well wall.
5. The work well with support system of claim 1,
and a transverse bolt is arranged between the well wall and the cast-in-place pile so as to transversely connect the well wall and the cast-in-place pile.
6. The work well with support system of claim 1,
a connecting sleeve is arranged between the upper longitudinal steel bar and the lower longitudinal steel bar, an internal thread is arranged in the connecting sleeve, external threads are arranged at two ends of each longitudinal steel bar, and the connecting sleeve is in threaded connection with the two adjacent longitudinal steel bars.
7. The work well with support system of claim 1,
a top plate is arranged at a wellhead at the upper end of the well body and comprises a prefabricated plate layer and a pouring layer, and the pouring layer is positioned above the prefabricated plate layer;
the prefabricated plate layer is transversely erected at a well mouth, and the pouring layer is integrally poured and formed on the prefabricated plate layer.
8. The work well with support system of claim 7,
the precast slab layer comprises a plurality of precast slabs, and the precast slabs are arranged side by side at a wellhead;
and the pouring layer is poured by adopting reinforced concrete.
9. The work well with support system of claim 1,
the well body still includes the bottom plate, set up the stagnant water board between the wall of a well of bottom and the bottom plate, the bottom plate sets up longitudinal reinforcement all around, longitudinal reinforcement in the bottom plate and the longitudinal reinforcement fixed connection of the wall of a well of bottom.
10. A method of constructing a work well with a prop system according to any of claims 1 to 9, comprising the steps of:
step S01, driving a support pile and a cast-in-place pile on the ground, and then excavating a foundation pit;
step S02, well pits are dug in sections, purlins are poured section by section until the bottom of the well is dug, and a bottom plate of the well is poured;
step S03, well wall pouring: firstly, pouring a first well wall between a bottom plate and a bottommost surrounding purlin, and then pouring the rest well walls between two adjacent surrounding purlins one by one from top to bottom;
step S04, roof pouring: firstly, paving a prefabricated slab layer on a wellhead, and then pouring a concrete layer on the prefabricated slab layer.
11. The method of constructing a work well with a prop system of claim 10,
the longitudinal steel bars in the enclosing purlin are fixedly connected with the longitudinal steel bars in the well wall;
a first diagonal steel bar is arranged between the purlin and the cast-in-place pile, and a second diagonal steel bar is connected between the well wall and the cast-in-place pile;
and waterproof sealing structures are formed between the upper end and the lower end of the enclosing purlin and the well wall.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
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| CN202110447673.1A CN113089689A (en) | 2021-04-25 | 2021-04-25 | Working well with support system and construction method thereof |
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| Application Number | Priority Date | Filing Date | Title |
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| CN202110447673.1A CN113089689A (en) | 2021-04-25 | 2021-04-25 | Working well with support system and construction method thereof |
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| CN113089689A true CN113089689A (en) | 2021-07-09 |
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2021
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| CN108930275A (en) * | 2018-07-25 | 2018-12-04 | 中国铁路设计集团有限公司 | It is a kind of to face forever in conjunction with the ultra-deep shaft rapid constructing method along inverse combination |
| CN111851588A (en) * | 2020-07-14 | 2020-10-30 | 中国能源建设集团广东省电力设计研究院有限公司 | Pipe jacking well structure and construction method thereof |
| CN112695803A (en) * | 2020-12-29 | 2021-04-23 | 中交第三航务工程局有限公司 | Supporting and water-stopping construction method for pipe-jacking working well and pipe ditch on beach |
| CN214940226U (en) * | 2021-04-25 | 2021-11-30 | 江苏天启建设有限公司 | Take braced system work well |
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