CN214384047U - Hydraulic system for high-rise building climbing pouring - Google Patents

Abstract

The utility model relates to a building templates technical field, in particular to a hydraulic system that is used for high-rise building to climb and pour. The climbing mechanism comprises a template component, a climbing machine component, a hydraulic component and a positioning box, wherein the template component is controlled to be retracted and extended by the hydraulic component, the climbing machine component comprises a lower climbing frame, an upper climbing frame, an operating platform and a guide frame, when the climbing machine component climbs, the upper climbing frame ascends a climbing height along the guide frame under the power action of the hydraulic component, and forms a climbing installation with the positioning box poured in a foundation pit template, and the lower climbing frame is lifted to the positioning box of the upper climbing frame and forms a lifting installation under the power action of the hydraulic component along the guide frame. The utility model discloses template subassembly accessible hydraulic pressure subassembly receive and releases to can wholly qualitatively and the security, and application scope is wide, can satisfy modern building green theory.

Description

Hydraulic system for high-rise building climbing pouring

Technical Field

The utility model relates to a building templates technical field, concretely relates to a hydraulic system that is used for high-rise building to climb and pour.

Background

In recent years, with the increasing number of high-rise and super high-rise buildings in China, the advanced climbing formwork technology is adopted, and the climbing formwork technology has very important significance for improving the engineering quality, accelerating the construction speed, improving the labor productivity, reducing the engineering cost and realizing civilized construction. The creeping formwork construction technology becomes a novel formwork technology which has the greatest development prospect and is used for the construction of cast-in-place concrete structure high-rise and super high-rise buildings in the future.

For example, the chinese utility model patent publication No. CN111364755A discloses a connection structure of a construction elevator and a creeping formwork in an elevator shaft, which comprises a creeping formwork upper frame body, a construction elevator guide rail, a connection truss and a movable support; the both ends of connecting the truss respectively with the interior stand looks rigid coupling of the climbing formwork upper bracket body of both sides, the one end of activity support with connect truss looks rigid coupling, the other end and construction elevator guide rail sliding connection, the top of construction elevator guide rail is higher than the top position of the climbing formwork upper bracket body, and this mechanism has complex operation's problem, and the template structure can't carry out whole lift moreover.

For example, chinese utility model patent with publication number CN111173269A discloses an adjustable internal template structure for elevator shaft, include the internal template that equals with elevator shaft side quantity, all internal templates surround into upper and lower both ends open-ended hollow three-dimensional structure, its characterized in that, the inside adjustment mechanism that is equipped with of hollow three-dimensional structure, adjustment mechanism is connected with the central point of all internal template medial surfaces respectively and works as adjustment mechanism is executed the central point of internal template medial surface is inside folding or to the outside exhibition of hollow three-dimensional structure to the hollow three-dimensional structure. The template structure has the problem of being incapable of climbing.

SUMMERY OF THE UTILITY MODEL

The utility model provides a solve above-mentioned technical problem, provide a high-rise building pouring system that climbs, be applicable to the inside creeping formwork of elevartor shaft and pour, and the template structure receive and releases electric regulation, and can wholly follow creeping formwork and rise about the machine structure that climbs, expanded application scope, and reduced the degree of difficulty that the mould climbed.

The above object of the present invention is achieved by the following technical solutions:

a hydraulic system for high-rise building climbing and pouring comprises a template assembly, a climbing machine assembly, a hydraulic assembly and a positioning box, wherein the template assembly is controlled to be retracted and released by the hydraulic assembly; when the climbing machine component climbs, the climbing frame ascends by a climbing height along the guide frame under the action of the power of the hydraulic component and forms climbing installation with the positioning box poured in the foundation pit template once, the descending frame is lifted to the positioning box installed by climbing last time of the ascending frame along the guide frame under the action of the power of the hydraulic component and forms lifting installation once, and at the moment, the high-rise building climbing pouring hydraulic system finishes climbing once; the hydraulic component is connected with the guide bar through the falling protector, and the falling protector comprises a first falling protector arranged at the upper end of the lower climbing frame, a second falling protector arranged at the lower end of the upper climbing frame, a third falling protector and a fourth falling protector arranged at the lower end of the operating platform; the hydraulic assembly comprises a hydraulic press, an operation platform hydraulic press and a template retraction speed reducer, wherein the hydraulic press is arranged between the first falling protector and the second falling protector, is connected with the first falling protector and the second falling protector, and is used for controlling the lower climbing frame and the upper climbing frame to climb, the operation platform hydraulic press is arranged between the third falling protector and the fourth falling protector and is used for controlling the operation platform to climb, and the template retraction speed reducer is arranged on the template assembly and is used for controlling the template assembly to retract.

Further, the guide frame comprises a plurality of guide frame single bodies, and each guide frame single body comprises a tripod, a circular tube and an inclined rod; the tripods are transversely connected on the circular tube, the inclined rods are connected between the vertically adjacent tripods of the same guide frame monomer, and the tripods which are vertically adjacent and belong to different guide frame monomers are in threaded connection; the guide strip is vertically leaned against and connected with the guide frame, and the circular tube is connected with the upper climbing frame and the operating platform in a sliding mode.

Further, the operating platform comprises an operating platform panel, a fourth anti-falling device connecting plate channel steel and a roller assembly, and the guide frame penetrates through the operating platform panel; the fourth prevents weighing down the ware fishplate bar channel-section steel and is connected with the operation platform panel is perpendicular, and the vertical connection of fourth safety hook connecting plate is on the fourth prevents weighing down the ware fishplate bar channel-section steel, and the operation platform hydraulic press connects and prevents weighing down ware connecting plate lower extreme in the fourth, and fourth safety hook fishplate bar channel-section steel top and bottom set up respectively wheel components, wheel components embraces on corresponding pipe about slidable ground.

Further, the downward-climbing frame comprises a transverse main beam outer pipe, a transverse main beam inner pipe outer side flitch, a T-shaped telescopic arm, a longitudinal main beam telescopic inner pipe, a longitudinal main beam telescopic outer pipe, a longitudinal main beam top plate, a supporting leg adjusting plate, a swing leg with a roller and a transverse main beam inner pipe inner side flitch; the longitudinal main beam telescopic inner tube is vertically connected with the transverse main beam outer tube, the long leg of the T-shaped telescopic arm is connected with the inner side flitch of the transverse main beam inner tube, the short leg is connected with the longitudinal main beam telescopic outer tube, and the longitudinal main beam top plate is in threaded connection with the bottom end of the guide frame; the transverse girder inner pipe outer side flitch and the transverse girder inner pipe inner side flitch are connected to the end portion of the transverse girder inner pipe, the supporting leg adjusting plate is connected to the bottom surface of the transverse girder inner pipe, the swing leg is rotatably connected with the transverse girder inner pipe outer side flitch and the transverse girder inner pipe inner side flitch, and the swing leg is controlled to be retracted by the hydraulic assembly.

Further, the upper climbing frame comprises a main beam telescopic outer pipe, a main beam telescopic inner pipe, a secondary beam telescopic outer pipe, a swing leg adjusting plate, a swing leg, a main beam outer side reinforcing channel steel assembly I, an angle die supporting channel steel assembly II, a guide wheel assembly, a frame body connecting plate and a frame body secondary beam fixing connecting plate, wherein the main beam telescopic outer pipe, the main beam telescopic inner pipe, the secondary beam telescopic outer pipe, the swing leg adjusting plate, the swing leg, the main beam outer side reinforcing channel steel assembly I, the angle die supporting channel steel assembly II, the guide wheel assembly, the frame body connecting plate and the frame body secondary beam fixing connecting plate are connected or welded through bolts and nuts; the outer telescopic pipe of the main beam is connected with the inner telescopic pipe of the secondary beam and the first reinforcing channel steel assembly at the outer side of the main beam, the outer side surface of the end part of the inner telescopic pipe of the main beam is connected with the second angle mold supporting channel steel assembly, and the bottom of the inner telescopic pipe of the main beam is connected with a leg swing adjusting plate and a leg swing; the support body secondary beam fixed connection plate is fixedly connected with the support body connection plate, and the bottom surface of the support body connection plate is connected with the top end of the second falling protector.

Furthermore, the template assembly comprises an angle template, an angle template connecting plate and a common template, the angle template comprises an angle template upright column profile and end sealing plates at two ends, a screw rod component is arranged in the middle of the angle template, the screw rod component is connected with the angle template connecting plate and the angle template upright column profile, and the template folding and unfolding speed reducer controls the screw rod component to fold and unfold transversely.

Furthermore, the screw rod component consists of a positive screw rod, a negative screw rod, a spline sleeve, a spline shaft, a sliding seat supporting block, a sliding seat, a T-shaped nut, a connecting rod and a nut; the sliding seat is transversely fixed on the angle die column profile, the bottom surface of the sliding seat supporting block is limited in the sliding seat transverse sliding rail, and the positive and negative screw rods are limited at the top of the sliding seat supporting block by the T-shaped nuts; the positive and negative screw rods, the spline sleeve and the spline shaft are connected in sequence; the spline shaft at the top is connected with an output shaft of the template retraction reducer; the nut, the connecting rod and the connecting rod are sequentially hinged, the positive and negative screw rods are in threaded connection with the nut, and the connecting rod is in threaded connection with the corresponding angle die connecting plate; when the template retraction reducer works, the same positive and negative screw rod drives two nuts spaced up and down to move in reverse.

Furthermore, the angle die upright column section, the angle die connecting plate and the common template are made of aluminum alloy materials.

The utility model has the advantages that:

the device adopts a mode that a climbing machine component and a template component gradually climb from bottom to top to perform concrete pouring on an elevator shaft, the climbing machine system and the template system are driven by adopting independent driving systems, the climbing machine system rises by a height unit, the template system also correspondingly rises by a height unit, the concrete pouring work of the corresponding template system is performed manually through an operation platform, the operation hierarchy is high, in the concrete pouring process, the small positioning boxes at corresponding positions on the template are pre-buried and fixed, the fixed small positioning boxes serve as fixed support points for the lower climbing frame and the upper climbing frame to climb upwards, the small positioning boxes are not detached after concrete is poured, the concrete which is poured and condensed is actually borne by the climbing formwork of the elevator shaft, and the small positioning boxes for the concrete which is poured are stretched into the upper climbing frame and the lower climbing frame by swing legs, so that the climbing stability and safety of the whole climbing formwork system are ensured;

the device takes a form rapidly, takes one's place fast, through the shrink and the reset of hydraulic control template, has less artifical installation greatly, can install the template fast. Consider its atress condition as a whole with template and elevartor shaft climbing frame to carry out analog analysis to it, make this template and elevartor shaft climbing frame's whole biography power smooth and easy, the deflection of template when reducing to pour, thereby can guarantee construction quality effectively.

Drawings

FIG. 1 is a schematic structural view of the high-rise building climbing and pouring system of the present invention;

FIG. 2 is a schematic front view of the high-rise building climbing and pouring system of the present invention;

FIG. 3 is a schematic side view of the high-rise building climbing and pouring system of the present invention;

fig. 4 is a schematic top view of the present invention;

fig. 5 is a schematic structural view of the lower climbing frame of the present invention;

fig. 6 is a schematic structural view of the climbing frame of the present invention;

fig. 7 is a schematic bottom structure diagram of the operation platform of the present invention;

fig. 8 is a schematic structural view of the operation platform of the present invention;

fig. 9 is a schematic structural view of the guide frame of the present invention;

FIG. 10 is a schematic cross-sectional view taken along line A-A of FIG. 9;

FIG. 11 is a front view of the guide frame unit;

fig. 12 is a schematic structural view of the corner mold plate of the present invention;

fig. 13 is a schematic structural view of the screw rod member of the present invention;

FIG. 14 is a schematic structural view of the positioning small box of the present invention;

fig. 15 is a schematic view of the installation principle of the present invention in the elevator shaft;

fig. 16 is a schematic view of the climbing frame of the present invention completing the first climbing;

fig. 17 is a schematic view of the lower climbing frame of the present invention completing the first climbing;

fig. 18 is a schematic perspective view of the present invention.

Detailed Description

The technical solution of the present invention will be clearly and completely described below with reference to the accompanying drawings, and in the description of the present invention, it should be noted that:

the term "connected" is to be understood broadly, and may be mechanical or electrical; they may be connected directly or indirectly through intervening media, or may be interconnected between two elements.

The terms "front", "rear", "side", "upper", "lower" and other orientations or positional relationships are based on the orientations or positional relationships shown in the drawings, and are only for convenience of description of the present invention.

For those skilled in the art, the technical solutions in the embodiments may be combined with each other, but it must be based on the realization of those skilled in the art, and when the technical solutions are contradictory and cannot be realized, the combination of the technical solutions should be considered to be absent, and is not within the protection scope of the present invention.

First embodiment, as shown in fig. 1 to 3, the best embodiment of this embodiment is:

a hydraulic system for high-rise building climbing and pouring comprises a template assembly, a climbing machine assembly, a hydraulic assembly and a positioning box 13, wherein the template assembly is controlled to be retracted and released by the hydraulic assembly, the climbing machine assembly comprises a lower climbing frame 1, an upper climbing frame 2, an operating platform 3 and a guide frame 4, and the template assembly is supported at the top of the upper climbing frame 2; when the climbing machine component climbs, the climbing frame 2 ascends by a climbing height along the guide frame 4 under the power action of the hydraulic component and forms a climbing installation with the positioning box 13 poured in the foundation pit template, the descending frame 1 is lifted into the positioning box 13 which is installed in the climbing frame 2 at the last time along the guide frame 4 under the power action of the hydraulic component and forms a lifting installation, and at the moment, the high-rise building climbing pouring hydraulic system finishes climbing for one time; the structure of the positioning box 13 is shown in fig. 4 and 14.

The high-rise building climbing pouring system of the embodiment has the advantages that the lower climbing frame 1 and the upper climbing frame 2 respectively climb independently, the overall climbing stability is guaranteed, the template assembly can be controlled to be retracted through the hydraulic assembly, the manpower is saved, the complex and heavy labor difficulty in retraction is reduced, the overall climbing along with the climbing assembly is guaranteed, and the climbing stability and the safety of the high-rise building climbing pouring system are guaranteed.

As shown in fig. 2, for the structure of the climbing machine assembly, further, it is preferable that: the climbing machine assembly further comprises a falling protector 6 which can be unlocked and is arranged on the guide frame 4 in a sliding mode, and a guide strip 8 which is arranged on the guide frame 4, the hydraulic assembly is connected with the guide strip 8 through the falling protector 6, and the falling protector 6 comprises a first falling protector 61 which is arranged at the upper end of the lower climbing frame 1, a second falling protector 62 which is arranged at the lower end of the upper climbing frame 2, and a third falling protector 63 and a fourth falling protector 64 which are arranged at the lower end of the operating platform 3;

the hydraulic assembly comprises a hydraulic device 5, an operation platform hydraulic device 14 and a template retraction speed reducer 12, wherein the hydraulic device 5 is arranged between the first falling protector 61 and the second falling protector 62, is connected with the first falling protector 62, and is used for controlling the lower climbing frame 1 and the upper climbing frame 2 to climb, the operation platform hydraulic device 14 is arranged between the third falling protector 63 and the fourth falling protector 64 and is used for controlling the operation platform 3 to climb, and the template retraction speed reducer 12 is arranged on the template assembly and is used for controlling the template assembly to retract. The falling protector is adopted to ensure the safety of the climbing process. Of course, in the embodiment of the present invention, the lower climbing frame 1 and the upper climbing frame 2 may be controlled by different hydraulic machines, respectively, without limitation.

Because the operating platform 3 is independently controlled by the operating platform hydraulic press 14, the operating platform 3 is always positioned above the upper climbing frame 2 by a distance, and the construction safety is also improved.

As shown in fig. 1, 9 to 11, the guide frame 4 includes a plurality of guide frame units 402, and each guide frame unit 402 includes a tripod 404, a circular tube 405, and a diagonal bar 403; the tripods 404 are transversely connected on the circular tube 405, the inclined rods 403 are connected between the vertically adjacent tripods 404 of the same guide frame unit 402, and the tripods 404 which are vertically adjacent and belong to different guide frame units 402 are in bolt connection; the guide bar 8 is vertically leaned against and connected with the guide frame 4, and the circular tube 405 is connected with the upper climbing frame 2 and the operating platform 3 in a sliding mode.

In this embodiment, leading truck 4 is connected gradually from top to bottom by a plurality of leading truck monomers 402 to can reduce the degree of difficulty of installation, the leading truck 4's of this kind of structure highly can select the number of leading truck monomers 402 according to specific needs moreover, and accommodation is wide. And the self guiding function of the circular tube 405 ensures the climbing stability of the upper climbing frame 2 and the operation platform 3.

As shown in fig. 7 to 8, the operation platform 3 includes an operation platform panel 306, a fourth anti-falling device connecting plate 304, a fourth anti-falling device connecting plate channel steel 305, and a roller assembly 312, wherein the guide frame 4 penetrates through the operation platform panel 306; the fourth anti-falling device connecting plate channel steel 305 is perpendicularly connected with the operating platform panel 306, the fourth anti-falling device connecting plate 304 is vertically connected onto the fourth anti-falling device connecting plate channel steel 305, the operating platform hydraulic press 14 is connected at the lower end of the fourth anti-falling device connecting plate 304, the top end and the bottom end of the fourth anti-falling device connecting plate channel steel 305 are respectively provided with the roller assembly 312, and the roller assembly 312 is slidably embraced on the corresponding circular tube 405.

As shown in fig. 5, the descending frame 1 is composed of a transverse girder outer tube 101, a transverse girder inner tube 103, a transverse girder inner tube outer attachment plate 104, a T-shaped telescopic arm 105, a longitudinal girder telescopic inner tube 110, a longitudinal girder telescopic outer tube 111, a longitudinal girder top plate 112, a leg adjusting plate 114, a swing leg 116 with a roller, and a transverse girder inner tube inner attachment plate 108; the longitudinal main beam telescopic inner tube 110 is vertically connected with the transverse main beam outer tube 101, the long leg of the T-shaped telescopic arm 105 is connected with the inner side flitch 108 of the transverse main beam inner tube, the short leg is connected with the longitudinal main beam telescopic outer tube 111, and the longitudinal main beam top plate 112 is in bolt connection with the bottom end of the guide frame 4; the transverse main beam inner tube outer side flitch 104 and the transverse main beam inner tube inner side flitch 108 are connected to the end part of the transverse main beam inner tube 103, the support leg adjusting plate 114 is connected to the bottom surface of the transverse main beam inner tube 103, the swing leg 116 is rotatably connected with the transverse main beam inner tube outer side flitch 104 and the transverse main beam inner tube inner side flitch 108, and the swing leg 116 is controlled to be retracted by a hydraulic assembly.

In the embodiment, the lower climbing frame 1 is connected by the telescopic pipes, so that the two directions are perpendicular to each other, the overall size of the telescopic pipes is adjustable, and the application range is wide. The leg adjustment plate 114 can ensure that the swing legs 116 are located on the same plane. Furthermore, the swing legs 116 cooperate with the corresponding positioning boxes 13 to provide a stable pivot point for the descending frame 1.

As shown in fig. 6, the upper climbing frame 2 includes a main beam telescopic outer tube 201, a main beam telescopic inner tube 202, a secondary beam telescopic inner tube 205, a secondary beam telescopic outer tube 206, a leg-swinging adjusting plate 207, a leg-swinging 116, a main beam outer side reinforcing channel steel assembly first 214, an angle mold supporting channel steel assembly second 216, a guide wheel assembly 217, a frame body connecting plate 225, and a frame body secondary beam fixing connecting plate 226 for fixedly connecting the secondary beam telescopic outer tube 206, which are connected or welded by bolts and nuts; the main beam telescopic outer pipe 201 is connected with a secondary beam telescopic inner pipe 205 and a main beam outer side reinforcing channel steel assembly 214, the outer side face of the end part of the main beam telescopic inner pipe 202 is connected with an angle model supporting channel steel assembly II 216, and the bottom of the main beam telescopic inner pipe is connected with a leg swinging adjusting plate 207 and a leg swinging 116; the frame body secondary beam fixing connecting plate 226 is fixedly connected with the frame body connecting plate 225, and the bottom surface of the frame body connecting plate 225 is connected with the top end of the second falling protector 62.

In this embodiment, the guide wheel assembly 217 is clasped on the corresponding circular tube 405 to realize stable guiding; the first reinforcing channel steel assembly 214 and the second angle formwork supporting channel steel assembly 216 on the outer side of the girder are used for supporting the formwork assembly, so that the formwork assembly climbs along with the climbing frame 2, and the climbing safety and stability of the formwork assembly are improved; of course, the swing legs 116 are also used with the positioning box 13 to provide stable support for climbing the descending frame 1.

As shown in fig. 18 and 12 to 14, the formwork assembly includes an angle formwork 9, an angle formwork connecting plate 10, and a common formwork 11, the angle formwork 9 includes an angle formwork upright column profile 901 and end sealing plates 902 at two ends, a screw rod member 903 is arranged in the middle of the angle formwork 9, the screw rod member 903 is connected with the angle formwork connecting plate 10 and the angle formwork upright column profile 901, and the formwork retraction reducer 12 controls the screw rod member 903 to retract and retract transversely. The screw rod member 903 consists of a positive and negative screw rod 9031, a spline sleeve 9032, a spline shaft 9033, a sliding seat supporting block 9034, a sliding seat 9035, a T-shaped nut 9036, a side link 9037, a connecting rod 9038 and a nut 9039; the slide seat 9035 is transversely fixed on the angle die upright column section 901, the bottom surface of the slide seat supporting block 9034 is limited in the transverse slide rail of the slide seat 9035, and the T-shaped nut 9036 limits the positive and negative screw rods 9031 at the top of the slide seat supporting block 9034; the positive and negative screw rods 9031, the spline sleeve 9032 and the spline shaft 9033 are connected in sequence; the spline shaft 9033 at the top is connected with an output shaft of the template retraction reducer 12; the nut 9039, the connecting rod 9038 and the connecting rod 9037 are sequentially hinged, the positive and negative screw rods 9031 are in threaded connection with the nut 9039, and the connecting rod 9038 is in threaded connection with the corresponding angle die connecting plate 10; when the template retraction reducer 12 works, the same positive and negative screw rod 9031 drives the two nuts 9039 which are spaced up and down to move reversely.

In this embodiment, the angle mold upright column section 901, the angle mold connecting plate 10, and the common mold plate 11 are made of aluminum alloy.

Referring to fig. 15-17, as follows: when the frame body is under the use working condition, after concrete pouring is finished and the concrete strength reaches 1.2MPa, dismantling the reinforcing piece and the wall-penetrating screw rod, starting a template on the angle die, retracting and releasing the speed reducer, and folding the die, when the external wall strength reaches the requirement, firstly lifting the operating platform to a certain height higher than the reserved mounting position of the upper climbing frame, retracting the swing legs of the upper climbing frame, starting a hydraulic machine, allowing the upper climbing frame to reach the reserved swing leg mounting position, releasing the swing legs, allowing the upper climbing frame to fall into the reserved swing leg mounting position, and after the swing legs fall, adjusting the adjusting bolts on the swing legs according to the display of a vertical collimator to ensure that the bottom of the template assembly is vertical to the wall surface;

releasing the oil pressure of the hydraulic press, driving the lower climbing frame to climb, reaching the swing leg mounting position reserved by the lower climbing frame, starting the template retraction reducer, placing the template at the specified position, mounting the outer template, the wall-penetrating screw and the reinforcing member, and finishing the whole climbing process.

The utility model discloses an operating method of elevartor shaft creeping formwork system, it is preferred including the step:

a. installing a foundation pit template, embedding positioning boxes 13 of the upper climbing frame 2 swing leg 116 and the lower climbing frame 1 swing leg 116 on the foundation pit in advance, and pouring the foundation pit;

b. when the descending frame 1 is installed, the size of the descending frame is adjusted according to the size of an elevator hoistway, and four swing legs 116 are ensured to be in a horizontal plane;

c. installing a guide frame 4, and screwing a longitudinal main beam top plate 112 of the downward climbing frame 1, the guide frame 4 and a tripod 404 of the guide frame 4 by using bolts and locknuts;

d. after the upper climbing frame 2, the hydraulic machine and the falling protector 6 are installed, the upper climbing frame is installed on the guide frame 4; then the operation platform 3 and the operation platform hydraulic machine 14 are loaded;

e. the assembled climbing machine assembly is lifted by a rope to be placed in a reserved mounting position of an elevator shaft pit, a bolt of a swing leg 116 of the lower climbing frame 1 is adjusted to ensure that the lower climbing frame 1 is on the same horizontal plane, and then the swing leg 116 of the upper climbing frame 2 is adjusted to be on the same horizontal plane;

f. assembling the template components in sequence, wherein the angle template 9 is connected with an angle template connecting plate 10, and the angle template connecting plate 10 is connected with a common template 11; reserving a position for mounting an angle mold retractable mold speed reducer motor 12 on a screw rod member 903 of the angle mold 9, and debugging and operating; simultaneously binding the reinforcing steel bars at the position of the elevator shaft;

g. pre-mounting a positioning box 13 on a foundation pit template, and brushing a release agent;

h. hanging the assembled template assembly, enabling the angle template 9 to stand on the reinforcing channel steel assembly I214 and the angle template supporting channel steel assembly II 216 on the outer side of the main beam of the climbing frame 2-stringed bowed instrument, connecting the control lines of the speed reducer 12 of the template retraction and release well, and adjusting the template assembly to a pouring position;

i. installing a rubber cup and a sleeve, installing an outer template and reinforcing by using a reinforcing member;

j. measuring the verticality by using a vertical collimator, and adjusting a screw by using a special handle under the condition that the verticality is not satisfied until the requirement of corresponding verticality is satisfied;

k. pouring concrete at the position of an elevator shaft, tamping the concrete by using a vibrating rod, pre-embedding and fixing the positioning box 13 at the corresponding position on the template in the concrete pouring process, and taking the fixed positioning box 13 as a fixed supporting point for upward climbing of the lower climbing frame 1 and the upper climbing frame 2 below;

when the wall reaches a certain strength, starting a template retraction reducer 12 to retract the template;

m, starting the operation platform hydraulic machine 14, lifting to a position 500mm above the bottom layer positioning box 13, starting the hydraulic machine 5 to rotate forward, and lifting the swing legs 116 of the upper climbing frame 2 to the position of the bottom layer positioning box 13;

n, releasing the oil pressure of the hydraulic press 5, and lifting the swing legs 116 of the lower climbing frame 1 into the first embedded upper layer positioning box 13;

o. again using the hydraulic press 5 to lift the swing legs 116 of the climbing frame 2 into the upper positioning box 13;

p, releasing the oil pressure of the hydraulic machine 5 again, and lifting the swing legs 116 of the descending frame 1 into the second positioning box 13;

q, adjusting the swing leg bolt to adjust the level of the climbing machine and fixing the positioning box 13;

r, starting a template retraction reducer 12 to place the template to the size of the well;

and s, adjusting the verticality, pouring concrete and circulating.

The above is right the preferred embodiment of the utility model discloses a do not consequently restrict the utility model discloses a patent range, all are in the utility model discloses a under the design, utilize the equivalent structure that the content of description and drawing was done changes, or direct/indirect application is other relevant technical field all included in the utility model discloses a patent protection within range.

Claims (8)

1. A hydraulic system for high-rise building climbing pouring is characterized in that:

the climbing device comprises a template assembly, a climbing machine assembly, a hydraulic assembly and a positioning box (13), wherein the template assembly is controlled to be retracted and released by the hydraulic assembly, the climbing machine assembly comprises a lower climbing frame (1), an upper climbing frame (2), an operating platform (3) and a guide frame (4), and the template assembly is supported on the top of the upper climbing frame (2);

when the climbing machine component climbs, the climbing frame (2) ascends a climbing height along the guide frame (4) under the power action of the hydraulic component, and forms a climbing installation with the positioning box (13) poured in the foundation pit template, the lower climbing frame (1) is lifted into the positioning box (13) which is installed in the climbing frame (2) last time along the guide frame (4) under the power action of the hydraulic component and forms a lifting installation, and at the moment, the high-rise building climbing pouring hydraulic system finishes climbing once;

the climbing machine assembly further comprises a falling protector (6) which can be unlocked and is arranged on the guide frame (4) in a sliding mode, and a guide strip (8) which is arranged on the guide frame (4), the hydraulic assembly is connected with the guide strip (8) through the falling protector (6), and the falling protector (6) comprises a first falling protector (61) which is arranged at the upper end of the lower climbing frame (1), a second falling protector (62) which is arranged at the lower end of the upper climbing frame (2), and a third falling protector (63) and a fourth falling protector (64) which are arranged at the lower end of the operation platform (3);

the hydraulic assembly comprises a hydraulic device (5) which is arranged between the first falling protector (61) and the second falling protector (62), is connected with the first falling protector (61) and the second falling protector (62) and is used for controlling the downward climbing frame (1) and the upward climbing frame (2) to climb, an operation platform hydraulic device (14) which is arranged between the third falling protector (63) and the fourth falling protector (64) and is used for controlling the operation platform (3) to climb, and a template retraction speed reducer (12) which is arranged on the template assembly and is used for controlling the retraction of the template assembly.

2. The hydraulic system for high-rise building climbing pouring according to claim 1, wherein: the guide frame (4) comprises a plurality of guide frame single bodies (402), and each guide frame single body (402) comprises a tripod (404), a circular tube (405) and an inclined rod (403); the tripods (404) are transversely connected to the circular tube (405), the inclined rods (403) are connected between the vertically adjacent tripods (404) of the same guide frame unit (402), and the tripods (404) which are vertically adjacent and belong to different guide frame units (402) are in threaded connection; the guide strip (8) is vertically leaned against and connected with the guide frame (4), and the circular tube (405) is connected with the upper climbing frame (2) and the operation platform (3) in a sliding mode.

3. The hydraulic system for high-rise building climbing pouring according to claim 2, wherein: the operating platform (3) comprises an operating platform panel (306), a fourth falling protector connecting plate (304), a fourth falling protector connecting plate channel steel (305) and a roller assembly (312), and the guide frame (4) penetrates through the operating platform panel (306);

fourth safety hook fishplate bar channel-section steel (305) is connected with operation platform panel (306) is perpendicular, and vertical connection of fourth safety hook connecting plate (304) is on fourth safety hook fishplate bar channel-section steel (305), and operation platform hydraulic ram (14) connect at fourth safety hook connecting plate (304) lower extreme, and fourth safety hook fishplate bar channel-section steel (305) top and bottom set up respectively wheel components (312), wheel components (312) are embraced on corresponding pipe (405) slidable from top to bottom.

4. The hydraulic system for high-rise building climbing pouring according to claim 2, wherein: the lower climbing frame (1) comprises a transverse main beam outer pipe (101), a transverse main beam inner pipe (103), a transverse main beam inner pipe outer side flitch (104), a T-shaped telescopic arm (105), a longitudinal main beam telescopic inner pipe (110), a longitudinal main beam telescopic outer pipe (111), a longitudinal main beam top plate (112), a support leg adjusting plate (114), a swing leg (116) with a roller and a transverse main beam inner pipe inner side flitch (108);

the longitudinal main beam telescopic inner tube (110) is vertically connected with the transverse main beam outer tube (101), the long leg of the T-shaped telescopic arm (105) is connected with the inner side flitch (108) of the transverse main beam inner tube, the short leg is connected with the longitudinal main beam telescopic outer tube (111), and the longitudinal main beam top plate (112) is in threaded connection with the bottom end of the guide frame (4);

the transverse girder inner tube outer side flitch (104) and the transverse girder inner tube inner side flitch (108) are connected to the end part of the transverse girder inner tube (103), the support leg adjusting plate (114) is connected to the bottom surface of the transverse girder inner tube (103), the swing leg (116) is rotatably connected with the transverse girder inner tube outer side flitch (104) and the transverse girder inner tube inner side flitch (108) to form, and the swing leg (116) is controlled to be retracted by a hydraulic assembly.

5. The hydraulic system for high-rise building climbing pouring according to claim 2, wherein: the upper climbing frame (2) comprises a main beam telescopic outer pipe (201), a main beam telescopic inner pipe (202), a secondary beam telescopic inner pipe (205), a secondary beam telescopic outer pipe (206), a leg swing adjusting plate (207), a leg swing (116), a main beam outer side reinforcing channel steel assembly I (214), an angle die supporting channel steel assembly II (216), a guide wheel assembly (217), a frame body connecting plate (225) and a frame body secondary beam fixing connecting plate (226) for fixedly connecting the secondary beam telescopic outer pipe (206), wherein the main beam telescopic inner pipe (202), the secondary beam telescopic inner pipe (205), the secondary beam telescopic outer pipe (206), the leg swing adjusting plate (207), the leg swing (116) and the main beam outer side reinforcing channel steel assembly I (214) are connected or welded through bolts and nuts;

the main beam telescopic outer pipe (201) is connected with the secondary beam telescopic inner pipe (205) and a main beam outer side reinforcing channel steel assembly I (214), the outer side face of the end part of the main beam telescopic inner pipe (202) is connected with an angle mould supporting channel steel assembly II (216), and the bottom of the main beam telescopic inner pipe is connected with a leg swinging adjusting plate (207) and a leg swinging (116);

the support body secondary beam fixing connecting plate (226) is fixedly connected with a support body connecting plate (225), and the bottom surface of the support body connecting plate (225) is connected with the top end of the second falling protector (62).

6. The hydraulic system for high-rise building climbing pouring according to any one of claims 2 to 5, wherein: the angle die assembly comprises an angle die plate (9), an angle die connecting plate (10) and a common die plate (11), wherein the angle die plate (9) comprises an angle die upright column profile (901) and end sealing plates (902) at two ends, a screw rod component (903) is arranged in the middle of the angle die plate (9), the screw rod component (903) is connected with the angle die connecting plate (10) and the angle die upright column profile (901), and a die plate retraction reducer (12) controls the screw rod component (903) to retract and release transversely.

7. The hydraulic system for high-rise building climbing pouring according to claim 6, wherein: the screw rod component (903) consists of a positive and negative screw rod (9031), a spline sleeve (9032), a spline shaft (9033), a sliding seat supporting block (9034), a sliding seat (9035), a T-shaped nut (9036), a side link (9037), a connecting rod (9038) and a nut (9039);

the sliding seat (9035) is transversely fixed on the angle die upright column section bar (901), the bottom surface of the sliding seat supporting block (9034) is limited in a transverse sliding rail of the sliding seat (9035), and the T-shaped nut (9036) limits the positive and negative screw rod (9031) at the top of the sliding seat supporting block (9034); the positive and negative screw rod (9031), the spline sleeve (9032) and the spline shaft (9033) are connected in sequence;

a spline shaft (9033) at the top is connected with an output shaft of the template retraction reducer (12); the nut (9039), the connecting rod (9038) and the side link (9037) are sequentially hinged, the positive and negative screw rod (9031) is in threaded connection with the nut (9039), and the connecting rod (9038) is in threaded connection with the corresponding angle die connecting plate (10);

when the template retraction reducer (12) works, the same positive and negative screw rod (9031) drives two nuts (9039) which are spaced up and down to move reversely.

8. The hydraulic system for high-rise building climbing pouring according to claim 7, wherein: the angle die upright column section bar (901), the angle die connecting plate (10) and the common template (11) are made of aluminum alloy materials.

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