CN223907884U - Building construction equipment for multi-storey building - Google Patents

Abstract

The embodiment of the application discloses building construction equipment for a multi-layer building, which comprises a guide rail frame, a climbing frame, a truss type operation platform, an outer protection operation platform and a bridge type crane, wherein a plurality of guide rail frames are arranged around the periphery of the building to be constructed, a guide rail frame main body comprises a plurality of fish tail type standard joints, steps are arranged on two upright posts on the appointed side of each fish tail type standard joint at intervals, the climbing frame comprises a frame body and a jacking cylinder, the jacking cylinder is positioned between the frame body and the guide rail frame main body and corresponds to one side of each step, the upper end of the jacking cylinder is connected with the frame body, step beams are arranged on two sides of the frame body corresponding to the upper end of the jacking cylinder, the lower end of the jacking cylinder is connected with the jacking beams, and hanging plates are arranged at two ends of the jacking beams. The embodiment of the application can simultaneously solve the problems of vertical and horizontal transportation of materials, template transportation, operation platform of construction operators and protection of outer elevation in the construction process of the main body of the building and the decoration and fitment process of the outer wall, and has no need of attaching the building and no damage to the building.

Description

Building construction equipment for multi-storey building

Technical Field

The application relates to the technical field of constructional engineering, in particular to building construction equipment for multi-storey buildings.

Background

At present, in China, a tower crane is generally adopted to hoist steel bars and materials in the building construction process, an attached lifting scaffold or an overhanging scaffold is adopted to provide an operation platform and outer elevation protection for construction operators, the construction lifter is adopted to vertically transport the materials, and a hanging basket is adopted to carry out decoration in the outer wall decoration stage.

When the equipment or facility is adopted for construction operation, holes or openings are needed to be formed in the wall body part so as to facilitate the attachment of the equipment or facility, so that the building structure is damaged, and unified coordination of multiple equipment and multiple facilities exists, so that great loss of manpower and material resources is caused.

Disclosure of utility model

In order to solve at least one problem mentioned in the background art, the embodiment of the application provides building construction equipment for a multi-layer building, which is suitable for the construction of buildings below 18 layers, can simultaneously solve the problems of vertical and horizontal transportation of materials, template delivery, operation platform of construction operators and protection of outer elevation in the construction process of a building main body and the decoration and fitment process of an outer wall, does not need to be attached to the building, and has no damage to the building.

In order to achieve the above purpose, the embodiment of the application provides building construction equipment for a multi-storey building, which comprises a guide rail frame, a climbing frame, a truss type working platform, an outer protection operating platform and a bridge crane;

The guide rail frames are arranged in a plurality of ways around the periphery of a building to be constructed, each guide rail frame comprises a base and a guide rail frame main body, the base is fixed on the ground, each guide rail frame main body comprises a plurality of fishtail type standard joints which are sequentially connected from bottom to top, the lowermost fishtail type standard joint is fixedly connected with the base, each fishtail type standard joint comprises four upright posts, and each two upright posts positioned at the appointed side are provided with steps at intervals;

The climbing frame comprises a frame body and jacking cylinders, wherein the frame body surrounds the peripheries of the fish tail type standard sections in a set number, the frame body is in rolling connection with the guide rail frame main body through guide wheels, the jacking cylinders are located between the frame body and the guide rail frame main body and correspond to one side of a step, the upper ends of the jacking cylinders are connected with the frame body, step beams for connecting the steps are arranged at positions, corresponding to the two sides of the upper ends of the jacking cylinders, of the frame body, the lower ends of the jacking cylinders are connected with the jacking beams, and hanging plates for connecting the steps are arranged at the two ends of the jacking beams;

A truss type operation platform is connected between the adjacent climbing frames, and the truss type operation platform comprises a truss and an operation plate paved on the upper surface of the truss;

The outer protection operation platform is connected to the lower part of the truss type operation platform and comprises an outer vertical rod and an inner vertical rod, a pavement plate is connected between the outer vertical rod and the inner vertical rod, and a protection net is arranged on the outer side of the outer vertical rod;

Longitudinal guide rails are arranged on truss type operation platforms on two sides of the building in the length direction, sliding vehicles are arranged on each longitudinal guide rail, transverse guide rails are arranged between the sliding vehicles corresponding to the two sides, and the bridge crane is arranged on the transverse guide rails.

In an implementation manner, the upright post of the fish tail type standard joint is of an angle steel structure, a top cross brace, a middle cross brace, an upper diagonal brace and a lower diagonal brace are connected between the inner side faces of adjacent angle steel, the outer side faces and the inner side faces of the upper end of the angle steel are welded with connecting lug plates, and the inner side faces and the outer side faces of the lower end of the angle steel correspond to the connecting lug plates to be welded with reinforcing connecting plates and are provided with connecting holes.

In one implementation, the steps are welded to the outer side surface of the upright post, the upper ends of the steps are provided with supporting notches, and the lower ends of the steps are provided with anti-falling notches.

In an implementation manner, the upper end of the jacking cylinder is connected with a middle cross brace of the frame body, the stepping beam is connected below the end of the middle cross brace, the lower end of the stepping beam is matched with the supporting notch, a limiting pin shaft hole is formed in the middle of the stepping beam and used for penetrating and connecting the stepping beam and a limiting pin shaft of the guide rail frame body.

In an implementation manner, the hanging plate is connected above the end part of the jacking beam, the hanging plate is provided with a hanging hole matched with the step, the middle part of the hanging plate is provided with an anti-falling pin hole, and the anti-falling pin hole is used for correspondingly penetrating the anti-falling pin shaft at the anti-falling notch.

In an implementation mode, the upper surface of the truss type operation platform is hinged with a first lower lug plate and a second lower lug plate along the direction close to the guide rail frame respectively, the climbing frame is hinged with an upper lug plate corresponding to the side face of the first lower lug plate, a pull rod is arranged in the upper lug plate in a penetrating mode, one end of the pull rod is connected with the first lower lug plate, and the other end of the pull rod is connected with the second lower lug plate.

In one implementation mode, a plurality of triangular supports are arranged on the outer side of a truss of the truss type working platform at intervals, and extension plates are paved between adjacent triangular supports.

In one implementation, the truss work platform and the outer protection operation platform are connected through an i-shaped track beam;

The track roof beam is provided with a plurality of, and is a plurality of the track roof beam all extends along the direction of perpendicular to building wall body of waiting to establish, the top of track roof beam is connected on truss of truss work platform through the pendant, interior furred header and outer furred header are connected to the below of track roof beam, interior furred header fixed connection is interior pole setting, outer furred header fixed connection is outer pole setting.

In one implementation mode, the guide rail frames are equally divided into two groups and are symmetrically arranged along two sides of the length direction of the building to be built;

the two ends of the longitudinal guide rail are respectively provided with the bridge crane.

In one possible embodiment, the climbing frame is provided with maintenance devices for inspecting the stepping beam and for connecting the top rail frame body, and a ladder stand is provided between the maintenance devices.

The embodiment of the application provides building construction equipment for a multi-storey building, which comprises a guide rail frame, a climbing frame, a truss type operation platform, an external protection operation platform and a bridge crane. The guide rail frame adopts the fish tail type standard knot in the prior art to form the guide rail frame main body, can provide enough structural strength, and forms stable supporting effect on the climbing frame. The climbing action is completed by adopting the telescopic action of the jacking oil cylinder between the guide rail frame main body and the climbing frame and combining the hanging plate and the stepping beam to be respectively connected with the stepping, so that the whole action is stable and reliable, and the operation safety is improved. The truss type operation platform is connected between the adjacent guide rail frames to form a closed annular structure for enclosing the building to be constructed, so that the overall stability is further improved. Bridge cranes are arranged between truss type operation platforms at two sides of the building in the length direction, and the bridge cranes can be used for vertically and horizontally hoisting materials while connecting the truss type operation platforms at two sides.

When the embodiment of the application is operated, the guide rail frame is used as a support of the whole structure, holes or openings are not needed to be formed in the wall body part, and the damage to a building is avoided. The climbing frame moves along the guide rail frame main body through the jacking oil cylinder to drive the truss type operation platform and the outer protection operation platform to move up and down. The truss type working platform provides an operation platform for construction operators for top maintenance or addition, subtraction and the like. The outer protection operation platform provides an operation platform and outer elevation protection for pouring and decoration construction operators. The bridge crane is used for hoisting in prefabrication construction, vertical and horizontal transportation of materials, pouring of templates and secondary pouring of concrete structures.

The method and the device are easy to install and disassemble, can be repeatedly used, reduce construction cost, improve safety and stability of operation, improve construction speed, are suitable for construction of buildings below 18 layers, can simultaneously solve the problems of vertical and horizontal transportation of materials, template transportation and protection of an operation platform and an outer elevation of construction operators in the construction process of a building main body and the decoration and fitment process of an outer wall, do not need to be attached to the building, and have no damage to the building.

Drawings

In order to more clearly illustrate the embodiments of the present application or the technical solutions in the prior art, the drawings that are required in the embodiments or the description of the prior art will be briefly described, and it is obvious that the drawings in the following description are some embodiments of the present application, and other drawings may be obtained according to these drawings without inventive effort for a person skilled in the art.

Fig. 1 is a schematic structural view of a building construction apparatus for a multi-story building according to an embodiment of the present application;

fig. 2 is a schematic structural diagram of a guide rail frame according to an embodiment of the present application;

FIG. 3 is an enlarged view of a portion of FIG. 2 at A;

FIG. 4 is an enlarged view of a portion of FIG. 2 at B;

Fig. 5 is a schematic structural diagram of a fish tail type standard joint according to an embodiment of the present application;

FIG. 6 is an exploded view of FIG. 5;

fig. 7 is a schematic structural view of a climbing frame according to an embodiment of the present application;

fig. 8 is a schematic structural diagram of a truss work platform according to an embodiment of the present application;

FIG. 9 is a schematic structural diagram of an external protection operation platform according to an embodiment of the present application;

Fig. 10 is a schematic structural diagram of a connection between a truss work platform and a climbing frame according to an embodiment of the present application;

FIG. 11 is a schematic diagram of a connection between a truss work platform and an outer protection work platform according to an embodiment of the present application;

fig. 12 is a schematic structural diagram of a bridge crane according to an embodiment of the present application;

fig. 13 is a schematic structural diagram of a pull rod device according to an embodiment of the present application.

Reference numerals illustrate:

100-building construction equipment for multi-story buildings;

110-a guide rail frame, 111-a base, 112-a guide rail frame main body, 113-a fish tail type standard joint, 1131-a stand column, 1132-a top transverse support, 1133-a middle transverse support, 1134-an upper inclined support, 1135-a lower inclined support, 1136-a connecting lug plate, 1137-a reinforcing connecting plate and 1138-a step;

120-climbing frame, 121-frame body, 122-guide wheel, 123-jacking cylinder, 124-jacking beam, 125-hanging plate, 126-middle transverse support, 127-step beam, 128-maintenance device and 129-ladder;

130-truss type working platform, 131-truss, 132-working plate, 133-three corner brace, 134-extension plate and 135-connecting pin shaft;

140-an outer protection operation platform, 141-an inner upright post, 142-an outer upright post, 143-a pavement plate, 144-a protection net, 145-a track beam, 146-a hanging piece, 147-an inner hanging head and 148-an outer hanging head;

150-bridge crane, 151-longitudinal guide rail, 152-sliding vehicle and 153-transverse guide rail;

160-pull rod device, 161-first lower ear plate, 162-second lower ear plate, 163-upper ear plate, 164-pull rod;

200-building to be built.

Detailed Description

In order to make the objects, technical solutions and advantages of the present application more apparent, the technical solutions in the embodiments of the present application will be described in more detail below with reference to the accompanying drawings in the embodiments of the present application. It is noted that the embodiments depicted in the drawings are only some, but not all, embodiments of the application. I.e., the embodiments described by the drawings, are intended to be illustrative of the application and are not to be construed as limiting the application.

A building construction apparatus 100 for a multi-story building according to an embodiment of the present application will be described with reference to fig. 1 to 13.

An embodiment of the present application provides a building construction apparatus 100 for a multi-story building, as shown in fig. 1-4, including a track frame 110, a climbing frame 120, a truss work platform 130, an outer guard operation platform 140, and a bridge crane 150.

The guide rail frame 110 encircles the periphery of waiting to establish the building 200 and sets up a plurality ofly, and each guide rail frame 110 all includes base 111 and guide rail frame main part 112, and base 111 is fixed in subaerial, and guide rail frame main part 112 includes a plurality of fish tail type standard knots 113 that connect gradually from bottom to top, and the fish tail type standard knot 113 that is located the bottommost is connected with base 111 fixed, and fish tail type standard knot 113 includes four stand 1131, all is provided with on two stand 1131 that are located the appointed side interval and marks 1138.

The climbing frame 120 comprises a frame body 121 and a jacking cylinder 123, the frame body 121 surrounds the periphery of the fishtail standard joint 113 with the set number, and the frame body 121 is in rolling connection with the guide rail frame main body 112 through guide wheels 122. The jacking cylinder 123 is located between the frame body 121 and the guide rail frame body 112 and corresponds to one side of the step 1138, the upper end of the jacking cylinder 123 is connected with the frame body 121, the positions of two sides of the frame body 121 corresponding to the upper end of the jacking cylinder 123 are provided with step beams 127 for connecting the steps 1138, the lower end of the jacking cylinder 123 is connected with the jacking beams 124, and two ends of the jacking beams 124 are provided with hanging plates 125 for connecting the steps 1138.

Truss work platforms 130 are connected between adjacent climbing frames 120, and each truss work platform 130 comprises a truss 131 and a work plate 132 paved on the upper surface of the truss 131.

The outer protection operation platform 140 is connected to the lower part of the truss type operation platform 130, the outer protection operation platform 140 comprises an outer upright rod 142 and an inner upright rod 141, a pavement plate 143 is connected between the outer upright rod 142 and the inner upright rod 141, and a protection net 144 is arranged on the outer side of the outer upright rod 142.

Longitudinal guide rails 151 are arranged on truss type operation platforms 130 on two sides of the building 200 to be built in the length direction, sliding vehicles 152 are arranged on each longitudinal guide rail 151, transverse guide rails 153 are arranged between the sliding vehicles 152 corresponding to the two sides, and bridge crane 150 is arranged on the transverse guide rails 153.

The fish tail type standard joint 113 can adopt a structure in the prior art, and can provide enough structural strength. The track frame main body 112 formed of the plurality of fish tail type standard joints 113 can provide a stable supporting effect for the climbing frame 120. The steps 1138 are used as a 'stair' for lifting the climbing frame 120, are alternately matched with the step beams 127 and the hanging plates 125, and are combined with the telescopic action of the lifting cylinder 123, so that the climbing frame 120 can move up and down along the guide rail frame main body 112, the overall action is stable and reliable, and the operation safety is improved. Truss work platform 130 is connected between adjacent guide rail frames 110 to form a closed annular structure enclosing building 200 to be constructed, and provides an operation platform for construction operators who install and install fishtail standard joints 113 and the like on top maintenance or climbing frame 120, so that overall stability is further improved. Bridge crane 150 is arranged between truss work platforms 130 on two sides of the building 200 in the length direction, and can be used for vertically and horizontally lifting materials while connecting truss work platforms 130 on two sides.

When the embodiment of the application is operated, firstly, a foundation is poured according to a positioning chart and a scheme after the condition is provided. Then, the track frame 110 and the climbing frame 120 are assembled according to the construction schedule before the hanger mounting conditions are provided. Then, the truss work platform 130 is installed after the outer protection operation platform 140 is installed. Then, after the outer protective operation platform 140 is installed, the rail frame 110 is raised according to the construction schedule. And then, when the lifting is required according to the construction progress, the climbing frame 120 drives the truss type working platform 130 and the outer protection operating platform 140 to rise to a proper height through the lifting cylinder 123. And then repeating the heightening and lifting process until the construction of the structure is completed and the main body of the building 200 to be constructed is capped. And finally, slowly descending until the construction is finished and dismantling the whole equipment in the decoration construction stage.

In the embodiment of the present application, the multiple climbing frames 120 drive the truss-type working platform 130, the pull rod device 160, the outer protection operating platform 140, the bridge crane 150, etc., and rise along the guide rail frame 110 along with the increasing construction height of the building 200 to be built in the construction stage of the main body of the building to be built, and slowly descend along the guide rail frame 110 in the decoration stage of the outer wall of the building to be built. The rail frame 110 is used as a support of the whole structure, holes or openings are not needed to be formed in the wall body part, and damage to the building is avoided. The climbing frame 120 moves along the rail frame body 112 through the jacking cylinder 123, and drives the truss work platform 130 and the outer protection operation platform 140 to move up and down. Truss work platform 130 provides an operator platform for overhead maintenance or construction operators who add, subtract, etc. The outer protection operation platform 140 provides an operation platform and outer elevation protection for construction operators who pour in the construction stage of the building main body and decorate in the decoration stage of the outer wall. Bridge crane 150 is used for prefabricated hoisting, vertical and horizontal transport of materials, and secondary pouring of exterior wall forms and concrete structures.

The method and the device are easy to install and disassemble, can be repeatedly used, reduce construction cost, improve safety and stability of operation, improve construction speed, are suitable for construction of buildings below 18 layers, can simultaneously solve the problems of vertical and horizontal transportation of materials, template transportation and protection of an operation platform and an outer elevation of construction operators in the construction process of a building main body and the decoration and fitment process of an outer wall, do not need to be attached to the building, and have no damage to the building.

In one implementation manner, as shown in fig. 5 and 6, the upright 1131 of the fish tail type standard joint 113 is in an angle steel structure, the inner side surfaces of adjacent angle steel are connected with a top cross brace 1132, a middle cross brace 1133, an upper diagonal brace 1134 and a lower diagonal brace 1135, the outer side surface and the inner side surface of the upper end of the angle steel are welded with a connecting lug plate 1136, and the inner side surface and the outer side surface of the lower end of the angle steel are welded with a corresponding connecting lug plate 1136 to strengthen the connecting plate 1137 and are provided with connecting holes.

The inner sides corresponding to the inner angles of the four angle steels face to the center side of the fish tail type standard joint 113, so that the outer sides of the four angle steels can serve as guide rails of the guide wheels 122 of the climbing frame 120, and a certain guiding effect is achieved.

The fish tail type standard joint 113 has the advantages of high strength, high rigidity and good stability. Each upright column 1131 can form a sheet structure with the top cross brace 1132, the middle cross brace 1133, the upper inclined brace 1134 and the lower inclined brace 1135, so that the disassembly, the assembly, the storage and the transportation cost are convenient. In the embodiment of the application, a 36B type fish tail standard knot can be adopted.

In one possible embodiment, as shown in fig. 3 and 4, the steps 1138 are welded to the outer side surface of the upright 1131, the upper ends of the steps 1138 are provided with support slots, and the lower ends of the steps 1138 are provided with anti-falling slots.

Wherein, 1138 of marking time can have certain thickness, improves self intensity, not only can realize the firm connection with roof beam 127, roof beam 124 of marking time, and is convenient for improve climbing stability through anticreep notch.

In one implementation, as shown in fig. 3, the upper end of the jacking cylinder 123 is connected with the middle cross brace 126 of the frame 121, the step beam 127 is connected below the end of the middle cross brace 126, the lower end of the step beam 127 is matched with the supporting notch, the middle of the step beam 127 is provided with a limiting pin shaft hole, and the limiting pin shaft hole is used for penetrating a limiting pin shaft for connecting the step beam 127 and the guide rail frame main body 112.

The middle cross brace 126 may further improve the structural strength thereof through the diagonal brace, so as to facilitate the climbing frame 120 to stably perform the jacking motion through the jacking cylinder 123. The stepping beam 127 is matched and limited in the supporting notch, and the stepping beam 127 is limited to move through the limiting pin shaft, so that stability and safety of the climbing frame 120 in the moving process are improved.

In one implementation, as shown in fig. 4, the hanging plate 125 is connected above the end of the lifting beam 124, the hanging plate 125 is provided with a hanging hole matched with the step 1138, and the middle part of the hanging plate 125 is provided with an anti-falling pin hole for correspondingly penetrating the anti-falling pin shaft at the anti-falling notch.

In this way, the hanging hole is matched with the supporting notch of the step 1138, and the anti-falling pin shaft is used for limiting the lifting beam 124 to be separated from the step 1138, so that stability and safety of the movement process of the climbing frame 120 are improved.

In one possible embodiment, as shown in fig. 1 and 13, the upper surface of the truss work platform 130 is hinged with the first lower ear plate 161 and the second lower ear plate 162 along the direction approaching the guide rail frame 110, and the climbing frame 120 is hinged with the upper ear plate 163 corresponding to the side surface of the first lower ear plate 161. The pull rod 164 is penetrated in the upper hanging lug plate 163, one end of the pull rod 164 is connected with the first lower lug plate 161, and the other end of the pull rod 164 is connected with the second lower lug plate 162.

As shown in fig. 10, the climbing frame 120 and the truss work platform 130 may be fixed by a connection pin 135. The pull rod device 160 is arranged to further assist in connecting the climbing frame 120 and the truss work platform 130, so that the overall stability and safety are improved. The pull rod 164 can be arranged into a segmented connection structure with different specifications according to the design size, so that the installation is convenient.

In one possible embodiment, as shown in fig. 8, a plurality of triangular gussets 133 are disposed at intervals on the outer side of the truss 131 of the truss work platform 130, and extension plates 134 are laid between adjacent triangular gussets 133.

The truss type working platform 130 is formed by splicing sheet type trusses, diagonal braces, working plates 132, connecting beams and the like of different modules. Extension plates 134 are paved outside the truss type working platform 130 through three gussets 133, so that the paving area of the working plates 132 is increased, walking of construction staff is facilitated, and safety is improved.

In one possible embodiment, as shown in fig. 9-11, truss work platform 130 and outer guard work platform 140 are connected by an i-shaped rail beam 145.

The track beams 145 are provided with a plurality of track beams 145, the track beams 145 extend along the direction vertical to the wall body of the building 200 to be built, the upper parts of the track beams 145 are connected to the trusses 131 of the truss type working platform 130 through hanging pieces 146, the lower parts of the track beams 145 are connected with inner hanging heads 147 and outer hanging heads 148, the inner hanging heads 147 are fixedly connected with inner vertical rods 141, and the outer hanging heads 148 are fixedly connected with outer vertical rods 142.

Wherein, the outer protection operation platform 140 is assembled into 2-5 floors by rail beams 145, inner vertical rods 141, outer vertical rods 142, pavement plates 143, protection nets 144 and the like according to the shape of the building 200 to be constructed. The overhanging arrangement of the rail beams 145 provides a hanging connection for the truss work platform 130 and the outer guard work platform 140. The hanging piece 146, the inner hanging head 147 and the outer hanging head 148 are similar to claw structures and can move in the track beam 145, but can not move in the overhanging track beam 145 due to self gravity after installation.

In one possible embodiment, as shown in fig. 1 and 12, the plurality of rail frames 110 are equally divided into two groups and symmetrically arranged along both sides of the length direction of the building 200 to be constructed.

Two bridge cranes 150 are arranged at the two ends of the longitudinal guide rail.

Thus, the symmetrical structure of the guide rail frame 110 facilitates the balance of overall stress, and improves the operation safety and stability.

Bridge crane 150 is arranged at both ends of longitudinal guide 151, which is convenient for use nearby and operation. The bridge crane 150 can vertically or horizontally hoist materials, and can also climb the external wall templates through ropes below the truss type operation platform 130 in the climbing process, so that the templates are dumped. The vertical transportation of personnel can be realized by installing the construction hoist independently.

In one possible embodiment, as shown in fig. 7, maintenance devices 128 for inspecting the step beam 127 and for connecting the head rail frame body 112 are provided on the climbing frame 120, and a ladder 129 is provided between the maintenance devices 128.

The maintenance device 128 may be a maintenance platform having a guardrail. The maintenance device 128 at the bottom is used to install the pins of the jack cylinder 123 and to detect whether the step beam 127 has properly entered the step 1138 before jacking. The overhead maintenance device 128 is used to install the pins of the drawbar assembly 160 and to install and remove the associated pins when raising or lowering the rail frame body 112. The ramp 129 then facilitates climbing up and down into the maintenance platform of the maintenance device 128.

It should be noted that, unless explicitly stated or limited otherwise, the terms "mounted," "connected," and "connected" should be construed broadly in the description of the present application, and may be fixed in connection, or indirectly connected through an intermediary, or may be in communication with one another or in an interaction relationship between two elements. The specific meaning of the above terms in the present application can be understood by those of ordinary skill in the art according to the specific circumstances.

The terms "upper," "lower," "front," "rear," "vertical," "horizontal," "top," "bottom," "inner," "outer," and the like are used for convenience in describing and simplifying the description of the present application based on the orientation or positional relationship shown in the drawings, and do not denote or imply that the devices or elements referred to must have a specific orientation, be constructed and operated in a specific orientation, and thus should not be construed as limiting the present application.

The term "plurality" means two or more, unless specifically stated otherwise.

The terms "first," "second," "third," "fourth," and the like, if any, are used for distinguishing between similar objects and not necessarily for describing a particular sequential or chronological order. It is to be understood that the data so used may be interchanged where appropriate such that the embodiments of the application described herein may be capable of including sequential implementations other than those illustrated or described herein.

The terms "comprises," "comprising," and "having," and any variations thereof, are intended to cover a non-exclusive inclusion, such that a process, method, system, article, or apparatus that comprises a list of steps or elements is not necessarily limited to those steps or elements expressly listed or inherent to such process, method, article, or apparatus.

It should be noted that the above embodiments are merely for illustrating the technical solution of the present application and not for limiting the same, and although the present application has been described in detail with reference to the above embodiments, it should be understood by those skilled in the art that the technical solution described in the above embodiments may be modified or some or all of the technical features may be equivalently replaced, and these modifications or substitutions do not make the essence of the corresponding technical solution deviate from the scope of the technical solution of the embodiments of the present application.

Claims (10)

1. The building construction equipment for the multi-storey building is characterized by comprising a guide rail frame, a climbing frame, a truss type operation platform, an external protection operation platform and a bridge crane;

The guide rail frames are arranged in a plurality of ways around the periphery of a building to be constructed, each guide rail frame comprises a base and a guide rail frame main body, the base is fixed on the ground, each guide rail frame main body comprises a plurality of fishtail type standard joints which are sequentially connected from bottom to top, the lowermost fishtail type standard joint is fixedly connected with the base, each fishtail type standard joint comprises four upright posts, and each two upright posts positioned at the appointed side are provided with steps at intervals;

The climbing frame comprises a frame body and jacking cylinders, wherein the frame body surrounds the peripheries of the fish tail type standard sections in a set number, the frame body is in rolling connection with the guide rail frame main body through guide wheels, the jacking cylinders are located between the frame body and the guide rail frame main body and correspond to one side of a step, the upper ends of the jacking cylinders are connected with the frame body, step beams for connecting the steps are arranged at positions, corresponding to the two sides of the upper ends of the jacking cylinders, of the frame body, the lower ends of the jacking cylinders are connected with the jacking beams, and hanging plates for connecting the steps are arranged at the two ends of the jacking beams;

A truss type operation platform is connected between the adjacent climbing frames, and the truss type operation platform comprises a truss and an operation plate paved on the upper surface of the truss;

The outer protection operation platform is connected to the lower part of the truss type operation platform and comprises an outer vertical rod and an inner vertical rod, a pavement plate is connected between the outer vertical rod and the inner vertical rod, and a protection net is arranged on the outer side of the outer vertical rod;

Longitudinal guide rails are arranged on truss type operation platforms on two sides of the building in the length direction, sliding vehicles are arranged on each longitudinal guide rail, transverse guide rails are arranged between the sliding vehicles corresponding to the two sides, and the bridge crane is arranged on the transverse guide rails.

2. The building construction equipment for the multi-story building according to claim 1, wherein the upright post of the fish tail type standard joint is of an angle steel structure, a top cross brace, a middle cross brace, an upper diagonal brace and a lower diagonal brace are connected between the inner side surfaces of adjacent angle steel, the outer side surface and the inner side surface of the upper end of the angle steel are welded with connecting lug plates, and the inner side surface and the outer side surface of the lower end of the angle steel are welded with reinforcing connecting plates and are provided with connecting holes corresponding to the connecting lug plates.

3. The building construction equipment for a multi-story building of claim 1, wherein the step is welded to an outer side surface of the upright, an upper end of the step is provided with a support notch, and a lower end of the step is provided with an anti-drop notch.

4. The building construction equipment for a multi-story building according to claim 3, wherein the upper end of the jacking cylinder is connected with a middle cross brace of the frame body, the step beam is connected below the end of the middle cross brace, the lower end of the step beam is matched with the supporting notch, a limit pin shaft hole is formed in the middle of the step beam, and the limit pin shaft hole is used for penetrating a limit pin shaft for connecting the step beam and the guide rail frame body.

5. The building construction equipment for a multi-story building according to claim 3, wherein the hanging plate is connected above the end of the lifting beam, the hanging plate is provided with a hanging hole matched with the step, the middle part of the hanging plate is provided with an anti-falling pin hole, and the anti-falling pin hole is used for correspondingly penetrating through the anti-falling pin shaft at the anti-falling notch.

6. The building construction equipment for a multi-story building according to any one of claims 1 to 5, wherein the upper surface of the truss work platform is hinged with a first lower ear plate and a second lower ear plate respectively along a direction approaching the guide rail frame, the climbing frame is hinged with an upper ear plate corresponding to a side surface of the first lower ear plate, a pull rod is penetrated in the upper ear plate, one end of the pull rod is connected with the first lower ear plate, and the other end of the pull rod is connected with the second lower ear plate.

7. The building construction equipment for a multi-story building of any of claims 1-5, wherein a plurality of tri-gussets are spaced apart outboard of the truss work platform, and extension panels are laid between adjacent tri-gussets.

8. The building construction equipment for a multi-story building of any of claims 1-5, wherein the truss work platform and the outer guard work platform are connected by an i-shaped rail beam;

The track roof beam is provided with a plurality of, and is a plurality of the track roof beam all extends along the direction of perpendicular to building wall body of waiting to establish, the top of track roof beam is connected on truss of truss work platform through the pendant, interior furred header and outer furred header are connected to the below of track roof beam, interior furred header fixed connection is interior pole setting, outer furred header fixed connection is outer pole setting.

9. The building construction apparatus for multi-story building according to any one of claims 1 to 5, wherein the plurality of rail frames are divided into two groups equally and symmetrically arranged along both sides of a length direction of a building to be constructed, and the bridge cranes are provided at both ends of the longitudinal rail frames.

10. A building construction apparatus for a multi-story building according to any of claims 1-5, wherein maintenance means for inspecting the step beam and for connecting the top rail frame body are provided on the climbing frame, and wherein a ladder is provided between the maintenance means.