CN113585340B - Piping lane building construction system and construction method thereof - Google Patents
Piping lane building construction system and construction method thereof Download PDFInfo
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- CN113585340B CN113585340B CN202110993419.1A CN202110993419A CN113585340B CN 113585340 B CN113585340 B CN 113585340B CN 202110993419 A CN202110993419 A CN 202110993419A CN 113585340 B CN113585340 B CN 113585340B
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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
- E02D29/10—Tunnels or galleries specially adapted to house conduits, e.g. oil pipe-lines, sewer pipes ; Making conduits in situ, e.g. of concrete ; Casings, i.e. manhole shafts, access or inspection chambers or coverings of boreholes or narrow wells
Abstract
The invention relates to a pipe gallery building construction system and a construction method thereof, and the pipe gallery building construction system comprises an electric bearing flat trolley which freely and horizontally reciprocates at the bottom of an underground comprehensive pipe gallery, wherein a horizontal limiting rail is arranged on the top surface of the electric bearing flat trolley in parallel, and a limiting support device is movably arranged on the horizontal limiting rail; the mode of whole-line whole-person construction, sectional type whole-person construction, opposite direction whole-person construction and opposite direction sectional whole-person construction is adopted, the construction, laying and then digging operation and then laying operation are carried out after one section of groove operation is dug in the traditional mode, all constructors can be concentrated in full force to carry out full-force operation of the same working face, the working efficiency is greatly improved, the utilization rate of the constructors is improved, the occurrence of the phenomenon that construction can be continued after another working progress such as a part of the constructors is completed is avoided, the high efficiency and quality monitoring of the whole-person operation can be guaranteed on the premise of guaranteeing the high-efficiency construction period, and the construction management and supervision operation are facilitated.
Description
Technical Field
The invention relates to the field of buildings, in particular to a pipe gallery building construction system and a construction method thereof.
Background
In the building field, the construction operation of piping lane, the corridor of pipeline promptly often can appear. Many pipes are grouped together and arranged along the outside of the installation or plant, typically in the air, supported by supports, in a manner similar to a corridor. There are also a few pipe galleries located underground. At present, in urban buildings, a multipurpose underground comprehensive pipe gallery, a comprehensive pipe gallery, namely an underground urban pipeline comprehensive corridor, namely a tunnel space is built underground in a city, various engineering pipelines such as electric power, communication, gas, heat supply, water supply and drainage and the like are integrated, a special overhaul port, a lifting port and a monitoring system are arranged, unified planning, unified design, unified construction and management are implemented, and the underground pipeline comprehensive corridor is an important infrastructure and an effective guarantee for guaranteeing urban operation.
At present city utility tunnel is through digging the operation back of fetching earth, can be in a slot form space of underground stroke, for convenient construction and the operation such as make things convenient for earth, generally implement the construction operation in the earth's surface shallow layer to fetch earth downwards through the base, form a slot form working face at the body surface, then implement solidification finishing operation to the side and the bottom surface of this slot, implement the operation of capping to the top of this slot at last. This kind of shallow layer piping lane has a lot of advantages, and the convenience is under construction at first, and the maintenance in the follow-up stage are made things convenient for secondly. However, such shallow utility tunnels have some inefficiencies when implemented by current construction techniques, which are concentrated in: firstly, the traditional shallow pipe gallery construction operation adopts a sectional construction operation mode, after a groove at one end is dug, the digging operation of the groove is stopped, namely the laying operation of the side vertical wall and the top can be implemented, and then the digging operation of the groove is continuously implemented towards the front side after the completion of the section of operation, the construction mode is mainly implemented for different geographic structures, operators can be concentrated within a short distance, and a large amount of shelf time is reserved for the front end operation construction, so that the defects in the construction operation can be found, but the operation mode has the serious problem of waste of the operators and resources, when the section of construction operation is stopped, not all the operators can implement the construction operation of the vertical wall side wall, and the laying operation of the top cover plate can be implemented after the completion of the solidification of the vertical wall operation, so that the construction period is prolonged, although the quality is guaranteed efficiently, the construction period is long, and great defects exist; in addition, the laying operation of the top cover plate of the traditional urban comprehensive pipe gallery can be implemented only after the vertical wall is stably solidified, the traditional laying mode wastes a construction period and causes a delay of the construction period, the cover plate cannot be laid before the vertical wall is unstable, the open structure of the vertical wall pipe gallery is influenced by more adverse factors, and repeated repairing operation is performed; thirdly, the vertical wall operation of traditional urban underground shallow comprehensive pipe gallery needs the manual work to be laid, and its degree of difficulty is great, generally takes the brick structure to implement, also takes concrete structure to implement, and during its construction operation, lacks the side and refers to the support operation, causes the construction degree of difficulty great, and the degree of agreeing with of side outside and slot is not high, still needs landfill operation once more, has increased the step and the degree of difficulty of construction.
Therefore, the pipe gallery building construction system and the construction method thereof are simple in structure, convenient to operate, capable of saving construction period, manpower resources, accelerating construction progress, high in construction efficiency, novel in support, capable of changing a traditional construction method, multi-directional construction, multi-point-position rapid construction operation, rapid in support solidification and capable of providing accurate positioning support points, simple in construction method and easy to operate, and have wide market prospects.
Disclosure of Invention
Aiming at the defects of the prior art, the invention provides the pipe gallery building construction system and the construction method thereof, which have the advantages of simple structure, convenience in operation, construction period saving, manpower resource saving, construction progress acceleration, multiple-effect comprehensive construction, high construction efficiency, novel support, change of the traditional construction method, multi-directional construction, multi-point-position rapid construction operation, rapid support solidification, accurate positioning of support points, simple construction method and easiness in operation, and are used for overcoming the defects in the prior art.
The technical scheme of the invention is realized as follows: the utility model provides a piping lane building construction system, includes the dull and stereotyped dolly of electronic bearing at the free horizontal reciprocating motion of utility tunnel bottom, the top surface parallel arrangement of electronic bearing dull and stereotyped dolly have horizontal spacing track, movable mounting has spacing strutting arrangement on horizontal spacing track.
The limiting and supporting device comprises a sliding supporting base movably arranged above a horizontal limiting track, four horizontal electric push rods are symmetrically arranged on the top surface of the sliding supporting base in pairs, wherein the output ends of the two horizontal electric push rods arranged on one side of the central line of the sliding supporting base face one side wall of the underground comprehensive pipe gallery, the output ends of the two horizontal electric push rods arranged on the other side of the central line of the sliding supporting base face the other side wall of the underground comprehensive pipe gallery, longitudinal limiting supporting plates are respectively and fixedly arranged on the outer sides of the output ends of the two horizontal electric push rods arranged on one side of the central line of the sliding supporting base and the outer sides of the output ends of the two horizontal electric push rods arranged on the other side of the central line of the sliding supporting base, a longitudinal lifting supporting seat is fixedly arranged at the top of the central position of the sliding supporting base among the four horizontal electric push rods, and four vertical electric push rods are fixedly arranged at the top of the longitudinal lifting supporting seat, the top output end fixed mounting of four perpendicular electric putter has roof supporting plate, and fixed mounting has the controller that has the storage battery that charges in vertically lifting the supporting seat, all fixed mounting has the control switch box at the end top surface of slip support base, is provided with control switch on the control switch box, and control switch box, four horizontal electric putter and four perpendicular electric putter pass through wire and controller electric connection respectively.
The electric flat carriage for bearing is of a rectangular plate-shaped structure, the width of the electric flat carriage for bearing is not greater than the width of the underground comprehensive pipe gallery, the length of the electric flat carriage for bearing is not less than twice of the length of the limiting and supporting device, the height of the limiting and supporting device is not greater than the depth of the underground comprehensive pipe gallery, the width of the limiting and supporting device is not greater than the width of the underground comprehensive pipe gallery, and the width of the limiting and supporting device is not less than the width of the electric flat carriage for bearing.
The sliding support base be rectangle platelike structure, be provided with two track spacing mounting grooves with horizontal spacing track matched with in the bottom of sliding support base, two horizontal spacing tracks that are parallel to each other correspond the joint respectively in these two track spacing mounting grooves, the length of sliding support base is not more than the half of electronic dull and stereotyped dolly length of bearing, the width of sliding support base is not more than the width of electronic dull and stereotyped dolly of bearing, the thickness of sliding support base is not less than the orbital thickness of horizontal spacing, the bottom surface at the sliding support base is seted up to the equal symmetry of two track spacing mounting grooves.
The length of horizontal electric putter be not more than the half of sliding support base width, two bisymmetry fixed mounting of four horizontal electric putter are in the both sides of sliding support base top surface central line, the top surface fixed connection of supporting fixed block and sliding support base is all raised through the level in the bottom of every horizontal electric putter, every horizontal electric putter's output direction all with horizontal spacing orbital extending direction mutually perpendicular, install two horizontal electric putter that are parallel to each other in sliding support base central line one side, install two horizontal electric putter's that are parallel to each other in sliding support base central line opposite side, install two horizontal electric putter's that are in sliding support base central line one side mounted position and install two horizontal electric putter's that are in sliding support base central line opposite side mounted position correspond to each other, two bisymmetry distribution of four horizontal electric putter are in the both sides of vertically raising the supporting seat.
Vertical spacing backup pad be rectangle platelike structure, the width of vertical spacing backup pad is not more than the length of sliding support base, the height of vertical spacing backup pad is not more than utility tunnel's degree of depth, vertical spacing backup pad is two, interval between two vertical spacing backup pads is not more than utility tunnel's width, interval between two vertical spacing backup pads is not less than the width of electronic bearing flat car.
The four vertical electric push rods are synchronous electric push rods, the bottom of each vertical electric push rod is fixedly connected with the top surface of the longitudinal lifting support seat, the top of each vertical electric push rod is fixedly connected with the bottom surface of the top plate support supporting plate, the length from the top surface of each vertical electric push rod to the bottom surface of the electric bearing flat trolley is not greater than the height of the longitudinal limiting support plate, and the output direction of each vertical electric push rod is perpendicular to the output direction of the horizontal electric push rod.
The supporting seat of vertically raising be cuboid hollow structure, have the controller fixed mounting that charges storage battery in vertically raising the supporting seat, the length of vertically raising the supporting seat is not more than the length of sliding support base, the width of vertically raising the supporting seat is not more than the width of sliding support base, the height that the supporting seat top surface was located of vertically raising is not less than the height that horizontal electric putter top surface was located.
The roof supporting plate is of a rectangular plate-shaped structure, the length of the roof supporting plate is equal to the length of the longitudinal lifting supporting seat, the width of the roof supporting plate is equal to the width of the longitudinal lifting supporting seat, and the length of the roof supporting plate is not more than the distance between two longitudinal limiting supporting plates.
A method for implementing pipe gallery building construction by using the pipe gallery building construction system comprises the following steps: firstly, excavating an underground comprehensive pipe gallery groove according to construction requirements, wherein the excavation operation of the underground comprehensive pipe gallery groove adopts a head-to-tail penetrating excavation operation or a sectional excavation operation or a two-end excavation operation mode, all constructors carry out excavation operation, when the excavation of the whole underground comprehensive pipe gallery groove is finished, all constructors carry out leveling laying operation on the bottom surface of the underground comprehensive pipe gallery groove, the leveling laying operation adopts the head-to-tail penetrating operation or the sectional operation or the two-end laying operation mode, after the leveling laying operation of the bottom surface of the underground comprehensive pipe gallery groove is completely finished, an electric bearing flat trolley of the product is carried to the bottom surface of the underground comprehensive pipe gallery groove which is finished with the leveling laying operation, and the construction operation of side vertical walls and top plates of the underground comprehensive pipe gallery groove is started by utilizing an electric bearing flat trolley bearing limiting and supporting device, the construction operation of the step is carried out by all constructors, firstly, one or more electric bearing flat car bearing a limit support device is used for constructing the side vertical wall and the top plate of the underground comprehensive pipe gallery groove in a head-to-tail penetrating operation or sectional operation or two-end opposite operation mode, when the specific construction operation is started, firstly, the electric bearing flat car is moved to the initial position of a section of operation surface, the inner end of the electric bearing flat car is aligned with the initial position of the section of construction operation surface, then, one end of a sliding support base is aligned with the inner end of the electric bearing flat car, at the moment, a longitudinal limit support plate moves to the initial position of the operation surface along with the movement of the sliding support base, the space between the outer edges of the two longitudinal limit support plates is calculated according to the construction requirement and is the final construction width of the underground comprehensive pipe gallery, after the width calculation is finished, four horizontal electric push rods are started through a control switch arranged on a control switch box in the direction opposite to the starting position of the working face, the four horizontal electric push rods are synchronous electric push rods, when the output lengths of the four horizontal electric push rods meet the construction requirement, a controller controls to close the output operation of the four horizontal electric push rods, the distance between the outer edges of two longitudinal limiting support plates reaches the final construction width requirement of the underground comprehensive pipe gallery, a reserved distance exists between the outer edge of each longitudinal limiting support plate and the side wall of the groove of the underground comprehensive pipe gallery, a concrete structure is filled in the reserved distance, the concrete is retained between the outer edge of each longitudinal limiting support plate and the side wall of the groove of the underground comprehensive pipe gallery by using the limiting reference function of the outer edge of each longitudinal limiting support plate, and finally a vertical wall on the side face of the underground comprehensive pipe gallery is formed after solidification, because the time is reserved for solidification, in the solidification waiting time, the top surface of the top plate supporting plate is lifted to be on the same plane with the top surface of the longitudinal limiting supporting plate through a control switch arranged on a control switch box, the height of the longitudinal limiting supporting plate is directly set to be the same as the effective height of the pipe gallery according to the construction requirement, at the moment, the cover plate of the underground comprehensive pipe gallery is directly laid on the top surfaces of the longitudinal limiting supporting plate and the top plate supporting plate, the construction of a vertical wall and the laying operation of the cover plate are completed, when the laying operation of the section is in the period of waiting for solidification, the electric bearing flat trolley is started to operate, the limiting supporting device is limited and fixed on the construction section without being dismantled, only the electric bearing flat trolley operates towards the next working surface, when the electric bearing flat trolley reaches the next working surface, the other limiting supporting device is arranged on the horizontal limiting track, the construction method comprises the steps of repeatedly operating the laying operation of the vertical wall and the top plate of the next construction surface according to the operation mode, continuously operating until all the construction surfaces are constructed through the operation of the vertical wall and the top plate, in the construction process, when the limit supporting device after solidification operation needs to be dismantled, dismantling the limit supporting device of the solidified operation surface along with the requirement of construction progress, circulating the construction operation to the next construction surface, and dismantling all the limit supporting devices to complete construction of the pipe gallery building after all the construction surfaces are completely operated.
The invention has the following positive effects: firstly, the system changes the traditional construction mode of shallow pipe gallery construction by single staged gradual construction, adopts the method of whole-line whole-member one-by-one step construction, adopts single whole-member excavation operation in the excavation stage, puts the whole member into laying in the laying stage, has flexible construction mode of the whole-member constructors in each stage, adopts the modes of whole-member construction from beginning to end, sectional whole-member construction, opposite whole-member construction and opposite sectional whole-member construction, is different from the traditional operation mode of constructing laying operation after digging a section of groove, digging and laying again, can concentrate all constructors to implement the full-force operation of the same working face, greatly improves the working efficiency, improves the utilization rate of the constructors, can not generate the phenomenon that the construction can be continued after another working progress of a part of constructors is completed, on the premise of ensuring the high-efficiency construction period, the high efficiency and quality monitoring of the whole operation can be ensured, and the construction management and supervision operation are convenient; secondly, the construction is completed simultaneously when the vertical wall construction operation and the top plate laying operation of the system are performed, the laying and construction operation of the top plate can be performed without waiting for the completion of the vertical wall solidification operation, a device with limiting shaping, reference and support is implemented by utilizing a limiting support device, and can realize the fixed positioning of the limit supporting device by utilizing the expansion operation of the transverse electric push rod and the tension and the supporting force between the casting materials of the vertical wall when the vertical wall is constructed, the limit supporting device is reserved on the working surface, a supporting device for solidifying and supporting the vertical wall is provided, the bottom and side vertical wall pouring materials are supported by utilizing the longitudinal limit supporting plate, the supporting plate of the top plate is utilized to directly realize the supporting operation of the top plate, the vertical wall pouring and the top plate laying can be realized in the same working stage, so that the working time is greatly shortened, and the working efficiency is improved; and thirdly, the system adopts a pouring mode to implement the construction operation of the vertical wall, and adopts a traditional masonry structure mode, so that the vertical wall can be quickly constructed, most importantly, the system can provide limiting support construction operation, and the construction of the whole shallow pipe gallery construction operation can be efficiently and quickly completed.
Drawings
Fig. 1 is a schematic front view of the present invention.
Fig. 2 is a schematic side view of the present invention.
Fig. 3 is a schematic top view of the present invention.
Fig. 4 is a schematic view of the internal structure of the present invention.
Fig. 5 is a schematic structural diagram of a use state of the present invention.
Fig. 6 is a second structural diagram illustrating the usage status of the present invention.
Detailed Description
As shown in fig. 1, 2, 3, 4, 5 and 6, the pipe gallery building construction system comprises an electric carrying flat car 1 which freely and horizontally reciprocates at the bottom of an underground comprehensive pipe gallery, a horizontal limiting rail 3 is arranged on the top surface of the electric carrying flat car 1 in parallel, and a limiting support device is movably arranged on the horizontal limiting rail 3. The limiting and supporting device comprises a sliding supporting base 5 movably arranged above a horizontal limiting track 3, four horizontal electric push rods 10 are symmetrically arranged on the top surface of the sliding supporting base 5 in pairs, wherein the output ends of the two horizontal electric push rods 10 arranged on one side of the central line of the sliding supporting base 5 face one side wall of an underground comprehensive pipe gallery, the output ends of the two horizontal electric push rods 10 arranged on the other side of the central line of the sliding supporting base 5 face the other side wall of the underground comprehensive pipe gallery, the outer sides of the output ends of the two horizontal electric push rods 10 arranged on one side of the central line of the sliding supporting base 5 and the outer sides of the output ends of the two horizontal electric push rods 10 arranged on the other side of the central line of the sliding supporting base 5 are respectively and fixedly provided with a longitudinal limiting and supporting plate 4, and a longitudinal lifting supporting seat 8 is fixedly arranged at the top of the central position of the sliding supporting base 5 among the four horizontal electric push rods 10, vertically raise the top fixed mounting of supporting seat 8 and have four perpendicular electric putter 12, the top output fixed mounting of four perpendicular electric putter 12 has roof supporting plate 13, fixed mounting has the controller 9 that has the storage battery that charges in vertically raising supporting seat 8, there is control switch box 6 at the equal fixed mounting of end top surface of sliding support base 5, be provided with control switch 7 on the control switch box 6, four horizontal electric putter 10 and four perpendicular electric putter 12 are respectively through wire and controller 9 electric connection.
Electronic bearing flat car 1 be rectangle platelike structure, electronic bearing flat car 1's width is not more than utility tunnel's width, electronic bearing flat car 1's length is not less than the twice of spacing strutting arrangement length, spacing strutting arrangement's the degree of depth that is not more than utility tunnel, spacing strutting arrangement's width is not more than utility tunnel's width, spacing strutting arrangement's width is not less than electronic bearing flat car 1's width. Sliding support base 5 be rectangle platelike structure, be provided with two track limit mounting grooves with horizontal limit track 3 matched with in the bottom of sliding support base 5, two horizontal limit track 3 that are parallel to each other correspond the joint respectively in these two track limit mounting grooves, the length of sliding support base 5 is not more than the half of electronic dull and stereotyped dolly 1 length that bears, the width of sliding support base 5 is not more than the width that electronic bears dull and stereotyped dolly 1, the thickness of sliding support base 5 is not less than the thickness of horizontal limit track 3, the equal symmetry in two track limit mounting grooves is seted up in the bottom surface of sliding support base 5. The length of the horizontal electric push rods 10 is not more than one half of the width of the sliding support base 5, four horizontal electric push rods are fixedly installed at two sides of the central line of the top surface of the sliding support base 5 in a pairwise symmetrical manner, the bottom of each horizontal electric push rod 10 is fixedly connected with the top surface of the sliding support base 5 through a horizontal lifting support fixing block 11, the output direction of each horizontal electric push rod 10 is mutually vertical to the extending direction of the horizontal limiting track 3, the two horizontal electric push rods 10 installed at one side of the central line of the sliding support base 5 are mutually parallel, the two horizontal electric push rods 10 installed at the other side of the central line of the sliding support base 5 are mutually parallel, the installation positions of the two horizontal electric push rods 10 installed at one side of the central line of the sliding support base 5 correspond to the installation positions of the two horizontal electric push rods 10 installed at the other side of the central line of the sliding support base 5, the four horizontal electric push rods 10 are symmetrically distributed on two sides of the longitudinal lifting support seat 8 in pairs.
Vertical spacing backup pad 4 be rectangle platelike structure, the width of vertical spacing backup pad 4 is not more than the length of sliding support base 5, the height of vertical spacing backup pad 4 is not more than utility tunnel's degree of depth, vertical spacing backup pad 4 is two, the interval between two vertical spacing backup pads 4 is not more than utility tunnel's width, the interval between two vertical spacing backup pads 4 is not less than the width that electronic bearing flat car 1. The four vertical electric push rods 12 are synchronous electric push rods, the bottom of each vertical electric push rod 12 is fixedly connected with the top surface of the longitudinal lifting support seat 8, the top of each vertical electric push rod 12 is fixedly connected with the bottom surface of the top plate support supporting plate 13, the length from the top surface of each vertical electric push rod 12 to the bottom surface of the electric bearing flat trolley 1 is not greater than the height of the longitudinal limiting support plate 4, and the output direction of each vertical electric push rod 12 is perpendicular to the output direction of the horizontal electric push rod 10. Vertically raise supporting seat 8 be cuboid hollow structure, have charging battery's 9 fixed mounting of controller in vertically raising supporting seat 8, vertically raise the length of supporting seat 8 and be not more than the length that the base 5 was supported in the slip, vertically raise the width of supporting seat 8 and be not more than the width that the base 5 was supported in the slip, vertically raise the height that the supporting seat 8 top surface was located and be not less than the height that 10 top surfaces of horizontal electric putter were located. Roof supporting plate 13 be rectangle platelike structure, roof supporting plate 13's length equals with the length of vertically raising supporting seat 8, roof supporting plate 13's width equals with the width of vertically raising supporting seat 8, roof supporting plate 13's length is not more than the interval between two vertical spacing backup pads 4.
A method for implementing pipe gallery building construction by using the pipe gallery building construction system comprises the following steps: firstly, excavating a trench of the underground comprehensive pipe gallery according to construction requirements, wherein the excavation operation of the trench of the underground comprehensive pipe gallery adopts a mode of penetrating excavation operation from head to tail or sectional excavation operation or two-end excavation operation, all constructors carry out excavation operation, when the excavation of the whole trench of the underground comprehensive pipe gallery is finished, all constructors carry out leveling laying operation on the bottom surface of the trench of the underground comprehensive pipe gallery, the leveling laying operation adopts a mode of penetrating excavation operation from head to tail or sectional operation or two-end laying operation, after the leveling laying operation of the bottom surface of the trench of the underground comprehensive pipe gallery is completely finished, an electric bearing flat trolley 1 of the product is carried to the bottom surface of the trench of the underground comprehensive pipe gallery which is finished, and the construction operation of side vertical walls 15 and a top plate 14 of the trench of the underground comprehensive pipe gallery is started by utilizing a bearing limit supporting device of the electric bearing flat trolley 1, the construction operation of the step is carried out by all constructors, firstly, one or more electric bearing flat car 1 bearing a limiting support device is used for constructing the side vertical wall 15 and the top plate 14 of the underground comprehensive pipe gallery groove in a head-to-tail penetrating type operation or sectional type operation or two-end opposite operation mode, when the specific construction operation is started, firstly, the electric bearing flat car 1 is moved to the initial position of a section of operation surface, the inner end of the electric bearing flat car 1 is aligned with the initial position of the section of construction operation surface, then, one end of a sliding support base 5 is aligned with the inner end of the electric bearing flat car 1, at the moment, a longitudinal limiting support plate 4 moves to the initial position of the operation surface along with the movement of a sliding support base 5, the distance between the outer edges of the two longitudinal limiting support plates 4 is calculated according to the construction requirement, namely the final construction width of the underground comprehensive pipe gallery, after the width calculation is finished, four horizontal electric push rods 10 are started through a control switch 7 arranged on a control switch box 6 opposite to the starting position of the working face, the four horizontal electric push rods 10 are synchronous electric push rods, when the output length of the four horizontal electric push rods 10 meets the construction requirement, a controller 9 controls to close the output operation of the four horizontal electric push rods 10, the distance between the outer edges of two longitudinal limiting support plates 4 reaches the final construction width requirement of the underground comprehensive pipe gallery, a reserved distance exists between the outer edge of each longitudinal limiting support plate 4 and the side wall of the groove of the underground comprehensive pipe gallery, a concrete structure is filled in the reserved distance, concrete is reserved between the outer edge of the longitudinal limiting support plate 4 and the side wall of the groove of the underground comprehensive pipe gallery by using the limiting reference action of the outer edge of the longitudinal limiting support plate 4, and finally the side vertical wall of the underground comprehensive pipe gallery is formed after solidification, because the time is reserved for solidification, in the solidification waiting time, the top surface of a top plate supporting plate 13 is lifted to be on the same plane with the top surface of a longitudinal limiting supporting plate 4 through a control switch 7 arranged on a control switch box 6, the height of the longitudinal limiting supporting plate 4 is directly set to be the same as the effective height of a pipe gallery according to the construction requirement, at the moment, an underground comprehensive pipe gallery cover plate is directly paved on the top surfaces of the longitudinal limiting supporting plate 4 and the top plate supporting plate 13, at the moment, the construction of a vertical wall and the paving operation of the cover plate are completed, when the paving operation is in the period of waiting for solidification, an electric bearing flat trolley 1 is started to operate, a limiting supporting device is limited and fixed in the construction section without dismantling operation, only the electric bearing flat trolley 1 operates towards the next working surface, when the electric bearing flat trolley 1 reaches the next working surface, another limiting supporting device is installed on a horizontal limiting rail 3, the construction method comprises the steps of repeatedly operating the laying operation of the vertical wall and the top plate of the next construction surface according to the operation mode, continuously operating until all the construction surfaces are constructed through the operation of the vertical wall and the top plate, in the construction process, when the limit supporting device after solidification operation needs to be dismantled, dismantling the limit supporting device of the solidified operation surface along with the requirement of construction progress, circulating the construction operation to the next construction surface, and dismantling all the limit supporting devices to complete construction of the pipe gallery building after all the construction surfaces are completely operated.
During specific operation, the limiting and supporting device of the product is reserved on a working face, after the construction operation of the side vertical wall 15 and the top plate 14 of the working face is completed, the expansion force of the four horizontal electric push rods 10 and the reverse acting force of the side vertical wall 15 jointly complete the manufacturing of the limiting and supporting device, meanwhile, the bottom of the longitudinal limiting and supporting plate 4 provides a stable bottom supporting force, the bottom of the longitudinal limiting and supporting plate 4 is arranged in contact with the ground of a pipe gallery, the verticality of the longitudinal limiting and supporting plate 4 is guaranteed not to be changed under the joint action of the four horizontal electric push rods 10, the side vertical wall 15 is implemented in a concrete pouring mode, if necessary, a reinforced concrete construction mode is adopted, a reinforced bar framework is firstly constructed, and then the concrete pouring is sequentially carried out for forming; during concrete operation, in order to ensure the pouring continuity of the side vertical wall 15, the mode of parallel construction of a plurality of limiting supporting devices is implemented by increasing the length of the electric bearing flat trolley 1, so that the working efficiency is effectively improved.
Claims (9)
1. The utility model provides a piping lane building construction system, includes electric load bearing flat car (1) at the free horizontal reciprocating motion of utility tunnel bottom, its characterized in that: a horizontal limiting track (3) is arranged on the top surface of the electric bearing flat trolley (1) in parallel, and a limiting support device is movably arranged on the horizontal limiting track (3); spacing strutting arrangement include sliding support base (5) of movable mounting in horizontal spacing track (3) top, install four horizontal electric putter (10) at two bisymmetry of sliding support base (5) top surface, wherein install the output of two horizontal electric putter (10) at sliding support base (5) central line one side towards a lateral wall of utility tunnel, install the output of two horizontal electric putter (10) at sliding support base (5) central line opposite side towards another lateral wall of utility tunnel, install two horizontal electric putter (10) output outsides at sliding support base (5) central line one side and install the outside of two horizontal electric putter (10) outputs at sliding support base (5) central line opposite side and equally divide and do not fixedly mounted have vertical limit support board (4), the top of the central point of sliding support base (5) between four horizontal electric putter (10) is fixed Install and vertically lift supporting seat (8), the top fixed mounting who vertically lifts supporting seat (8) has four perpendicular electric putter (12), the top output fixed mounting of four perpendicular electric putter (12) has roof supporting plate (13), fixed mounting has controller (9) that have the storage battery that charges in vertically lifting supporting seat (8), equal fixed mounting has control switch box (6) at the end top surface of sliding support base (5), be provided with control switch (7) on control switch box (6), four horizontal electric putter (10) and four perpendicular electric putter (12) are respectively through wire and controller (9) electric connection.
2. The pipe rack building construction system of claim 1, wherein: electronic dull and stereotyped dolly (1) of bearing be rectangle platelike structure, the electronic width that bears dull and stereotyped dolly (1) is not more than utility tunnel's width, the electronic length that bears dull and stereotyped dolly (1) is not less than the twice of spacing strutting arrangement length, spacing strutting arrangement's the degree of depth that highly is not more than utility tunnel, spacing strutting arrangement's width is not more than utility tunnel's width, spacing strutting arrangement's width is not less than the electronic width that bears dull and stereotyped dolly (1).
3. The pipe rack building construction system of claim 1, wherein: sliding support base (5) be rectangle platelike structure, be provided with two track limit mounting grooves with horizontal limit track (3) matched with in the bottom of sliding support base (5), two horizontal limit track (3) that are parallel to each other correspond the joint respectively in these two track limit mounting grooves, the length of sliding support base (5) is not more than the half of electronic dull and stereotyped dolly (1) length that bears, the width of sliding support base (5) is not more than the width that electronic bears dull and stereotyped dolly (1), the thickness of sliding support base (5) is not less than the thickness of horizontal limit track (3), the bottom surface at sliding support base (5) is seted up to the equipartition symmetry of two track limit mounting grooves.
4. The pipe rack building construction system of claim 1, wherein: the length of horizontal electric push rod (10) be not more than half of sliding support base (5) width, four two bisymmetry fixed mounting of horizontal electric push rod are in the both sides of sliding support base (5) top surface central line, the top surface fixed connection of supporting fixed block (11) and sliding support base (5) is all raised through the level in the bottom of every horizontal electric push rod (10), the direction of output of every horizontal electric push rod (10) all is mutually perpendicular with the extending direction of horizontal spacing track (3), install two horizontal electric push rod (10) of central line one side at sliding support base (5) and be parallel to each other, install the mutual parallelism of two horizontal electric push rod (10) of central line opposite side at sliding support base (5), the mounted position of installing two horizontal electric push rod (10) of central line one side at sliding support base (5) and the mounted position of two horizontal electric push rod (10) of central line opposite side at sliding support base (5) The four horizontal electric push rods (10) are mutually corresponding and are symmetrically distributed on two sides of the longitudinal lifting support seat (8).
5. The pipe rack building construction system of claim 1, wherein: vertical spacing backup pad (4) be rectangle platelike structure, the width of vertical spacing backup pad (4) is not more than the length that slides and support base (5), the degree of depth that highly is not more than utility tunnel of vertical spacing backup pad (4), vertical spacing backup pad (4) are two, interval between two vertical spacing backup pads (4) is not more than utility tunnel's width, interval between two vertical spacing backup pads (4) is not less than the width that electronic bears dull and stereotyped dolly (1).
6. The pipe rack building construction system of claim 1, wherein: four perpendicular electric putter (12) be synchronous electric putter, the bottom of every perpendicular electric putter (12) all with vertically raise the top surface fixed connection of supporting seat (8), the top of every perpendicular electric putter (12) all with the bottom surface fixed connection of roof support layer board (13), the top surface of perpendicular electric putter (12) to the length that electronic bearing plate dolly (1) bottom surface is not more than the height of vertical spacing backup pad (4), the output direction of perpendicular electric putter (12) and the output direction mutually perpendicular of horizontal electric putter (10).
7. The pipe rack building construction system of claim 1, wherein: the vertical supporting seat (8) of raising be cuboid hollow structure, have charging battery's controller (9) fixed mounting in vertically raising supporting seat (8), the length of vertically raising supporting seat (8) is not more than the length of sliding support base (5), the width of vertically raising supporting seat (8) is not more than the width of sliding support base (5), vertically raise the height that supporting seat (8) top surface was located and be not less than the height that horizontal electric putter (10) top surface was located.
8. The pipe rack building construction system of claim 1, wherein: roof supporting plate (13) be rectangle platelike structure, the length of roof supporting plate (13) equals with the length of vertically raising supporting seat (8), the width of roof supporting plate (13) equals with the width of vertically raising supporting seat (8), the length of roof supporting plate (13) is not more than the interval between two vertical spacing backup pads (4).
9. A method of conducting pipe gallery building operations using the pipe gallery building operation system of claim 1, characterized in that the method of construction is as follows: firstly, excavating an underground comprehensive pipe gallery groove according to construction requirements, wherein the excavation operation of the underground comprehensive pipe gallery groove adopts a mode of penetrating excavation operation from head to tail or sectional excavation operation or two-end excavation operation, all constructors carry out excavation operation, when the excavation of the whole underground comprehensive pipe gallery groove is finished, all constructors carry out leveling laying operation on the bottom surface of the underground comprehensive pipe gallery groove, the leveling laying operation adopts a mode of penetrating excavation operation from head to tail or sectional operation or two-end laying operation, after the leveling laying operation of the bottom surface of the underground comprehensive pipe gallery groove is completely finished, an electric bearing flat trolley (1) of the product is carried to the bottom surface of the underground comprehensive pipe gallery groove, and the electric bearing flat trolley (1) is utilized to bear a limiting support device to start the construction operation of a side vertical wall (15) and a top plate (14) of the underground comprehensive pipe gallery groove, the construction operation of the step is carried out by all constructors, firstly, one or more electric bearing flat car (1) bearing a limiting support device is used for constructing the side vertical wall (15) and the top plate (14) of the underground comprehensive pipe gallery groove in a head-to-tail penetrating type operation mode or a sectional type operation mode or a mode of two-end opposite operation mode, when the specific construction operation is started, firstly, the electric bearing flat car (1) is moved to the initial position of a section of operation surface, the inner end of the electric bearing flat car (1) is aligned with the initial position of the section of construction operation surface, then, one end of a sliding support base (5) is aligned with the inner end of the electric bearing flat car (1), at the moment, the longitudinal limiting support plate (4) moves to the initial position of the operation surface along with the movement of the sliding support base (5), and the distance between the outer edges of the two longitudinal limiting support plates (4) is calculated according to the construction requirement, namely, the distance between the outer edges of the two longitudinal limiting support plates (4) is the underground comprehensive pipe gallery The final construction width is calculated, after the width is calculated, four horizontal electric push rods (10) are started through a control switch (7) arranged on a control switch box (6) in the direction opposite to the starting position of the working face, the four horizontal electric push rods (10) are synchronous electric push rods, when the output length of the four horizontal electric push rods (10) meets the construction requirement, a controller (9) controls to close the output operation of the four horizontal electric push rods (10), the distance between the outer edges of the two longitudinal limiting support plates (4) meets the final construction width requirement of the underground comprehensive pipe gallery, at the moment, a reserved distance exists between the outer edge of each longitudinal limiting support plate (4) and the side wall of the underground comprehensive pipe gallery groove, a concrete structure is filled in the reserved distance, and the limiting reference function of the outer edge of each longitudinal limiting support plate (4) is utilized to keep concrete between the outer edge of each longitudinal limiting support plate (4) and the side wall of the underground comprehensive pipe groove, and finally forming the side vertical wall of the underground comprehensive pipe gallery after solidification, because the time is reserved after solidification, in the solidification waiting time, the top surface of a top plate supporting plate (13) is lifted to be on the same plane with the top surface of a longitudinal limiting supporting plate (4) through a control switch (7) arranged on a control switch box (6), the height of the longitudinal limiting supporting plate (4) is directly set to be the same as the effective height of the pipe gallery according to the construction requirement, at the moment, an underground comprehensive pipe gallery cover plate is directly laid on the top surfaces of the longitudinal limiting supporting plate (4) and the top plate supporting plate (13), the construction of the vertical wall and the laying operation of the cover plate are completed at the moment, when the laying operation of the section is in the waiting solidification period, an electric bearing flat plate trolley (1) is started to operate, a limiting supporting device is limited and fixed at the construction section without dismantling operation, only the electric bearing flat plate trolley (1) operates towards the next working surface, when the electric bearing flat trolley (1) reaches the next working face, another limiting support device is installed on the horizontal limiting track (3), the laying operation of the vertical wall and the top plate of the next construction face is repeatedly operated according to the operation mode, the operation is continuously carried out according to the method until the construction of the vertical wall and the top plate of all the construction faces is completed, in the construction process, when the limiting support device after solidification operation needs to be dismantled, along with the requirement of construction progress, the limiting support device of the solidified operation face is dismantled and is circulated to the construction operation of the next construction face, and after all the construction faces are completed, all the limiting support devices are dismantled to complete the construction of the pipe gallery building.
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| Publication number | Priority date | Publication date | Assignee | Title |
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| KR100920360B1 (en) * | 2007-12-21 | 2009-10-07 | 성보건설 주식회사 | Form for tunnel drainage construction |
| CN106194216A (en) * | 2016-09-13 | 2016-12-07 | 湖南五新模板有限公司 | A kind of Rectangular Box Culvert and constructing tunnel chassis |
| CN206385565U (en) * | 2016-12-26 | 2017-08-08 | 中铁四局集团路桥工程有限公司 | A kind of piping lane gate-type is from traveling hydraulic pressure exterior sheathing system and device |
| CN107142957B (en) * | 2017-06-10 | 2019-01-22 | 李国耀 | A kind of city integrated piping lane walking circulation construction system and its method |
| CN107387122A (en) * | 2017-08-17 | 2017-11-24 | 中铁上海工程局集团有限公司 | A kind of formwork jumbo and its construction method for the construction of piping lane tunneling boring |
| KR101867595B1 (en) * | 2017-10-17 | 2018-06-14 | 남용학 | Utility-Pipe Conduit Construction Equipment of Tunnel |
| CN207419289U (en) * | 2017-10-18 | 2018-05-29 | 宁夏宁博通模板有限责任公司 | A kind of adjustable box culvert internal model branch tears system open |
| CN209194586U (en) * | 2018-11-08 | 2019-08-02 | 北京场道市政工程集团有限公司 | A kind of underground pipe gallery removable support template |
| CN209384132U (en) * | 2018-12-26 | 2019-09-13 | 内蒙古路桥集团有限责任公司 | Assembled box culvert template |
| CN112982488A (en) * | 2021-03-18 | 2021-06-18 | 中国水利水电第七工程局有限公司 | Formula of walking piping lane lining cutting system |
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