CN206625526U - Saddle climbing type bilayer rectangle truss module plateform system - Google Patents

Abstract

The utility model discloses a kind of saddle climbing type bilayer rectangle truss module plateform system, for the construction of assembled arthitecutral structure, the system includes：At least two groups of lift drive systems, every group of lift drive system includes saddle, drive device and seat in the plane frame, seat in the plane frame is sheathed on saddle, drive device is fixed on the frame of seat in the plane, composition integral lifting platform is connected by operating platform between the seat in the plane frame of adjacent lift drive system, the integral lifting platform is double-deck job platform.Saddle climbing type bilayer rectangle truss module plateform system provided by the utility model, it is not only simple in construction, stress force transfer system is clear and definite, stability is good, and, can meet some needs in upper and lower two planes while the needs of being constructed, the efficiency of assembling of precast facade is substantially increased, meets the requirement of safe efficient construction.

Description

Saddle climbing type bilayer rectangle truss module plateform system

Technical field

It the utility model is related to assembled architecture construction field, more particularly to a kind of saddle climbing type bilayer rectangle truss mould Block plateform system.

Background technology

Under the key strategy driving for accelerating propulsion building industrialization in China, novel fabricated building is rapidly developed, State Council's issue《On greatly developing the instruction of assembled architecture》, even more specify that made dress with 10 years or so time With formula building account for new building area ratio reach 30% objectives.As novel fabricated construction project increasingly increases More, corresponding industrialized production process technology is also in continuous transition and upgrade, but domestic assembled architecture agent structure is built at present During still continue to use the mode of production of cast-in-place structural mostly, for example use traditional pin hand in main body construction and decoration of exterior wall stage The operating types such as frame, integral hoisting scaffold and driven hanging basket, occupied there is high material consumption, low construction efficiency, cost high Not the problems such as not descending.

Thus, saddle climbing type workbench is applied and given birth to.Saddle climbing type workbench is a kind of large-scale from lift Aerial work platform, for high-altitude engineering construction, solve traditional scaffold there is using material it is more, set up that the time is long, behaviour Constructing operation is not easy to as podium level, the problems such as construction material is not easy to transmission, safe construction hidden danger is more, be especially suitable for With skin decorations operation.

Common saddle climbing type workbench is generally individual layer, and generally uses triangular truss, and individual layer operation is flat Platform carry out prefabricated components pose adjustment, reinforcing bar arranges and colligation, the work such as pour when, efficient construction requirement can not be met.

Utility model content

The purpose of this utility model is to provide a kind of saddle climbing type bilayer rectangle truss module plateform system solve In existing saddle climbing type workbench, individual layer operating platform is carrying out prefabricated components pose adjustment, reinforcing bar arrangement and colligation, poured When the work such as building, the problem of efficient construction requirement can not be met.

As this in order to solve the above technical problems, the utility model provides following technical scheme：

A kind of saddle climbing type bilayer rectangle truss module plateform system, for the construction of assembled arthitecutral structure, bag Include：At least two groups of lift drive systems, lift drive system described in every group include saddle, drive device and seat in the plane frame, seat in the plane Frame is sheathed on saddle, and drive device is fixed on the frame of seat in the plane, flat by operating between the seat in the plane frame of adjacent lift drive system Platform connection composition integral lifting platform, the integral lifting platform can make vertical rise under the drive of drive device along saddle Drop motion, the integral lifting platform is double-deck job platform, and the operating platform is formed by connecting by some console modules, described Console module includes a rectangle truss structure, and the top surface of rectangle truss structure lays upper strata platen as upper strata job platform, square Bottom surface laying lower floor's platen of shape truss structure installs protection additional as lower floor's job platform, the periphery of the integral lifting platform Net.

Preferably, in above-mentioned saddle climbing type bilayer rectangle truss module plateform system, the rectangle truss knot By crossbeam, longeron, column, vertical connection forms structure two-by-two, and the crossbeam is horizontally disposed with the longeron, and the longeron hangs down Directly in building structure metope, the console module also includes flexible rod and bridging piece, the flexible rod and is arranged on longeron Towards that one end of building and can opposing side rails movement, when the flexible rod stretches out longeron, bridging piece is layed in flexible choose On bar, the bridging piece of corresponding lower floor job platform is hinged with a turnover panel, the width and entirety of the turnover panel close to that side of building Spacing between hoistable platform and building matches.

Preferably, in above-mentioned saddle climbing type bilayer rectangle truss module plateform system, adjacent lifting drivetrain Two upper lateral parts of the operating platform between the seat in the plane frame of system are hinged with corresponding seat in the plane frame, the seat in the plane frame of adjacent lift drive system Between two side lower parts and the corresponding seat in the plane frame of operating platform connected by sliding laterally attachment means.

Preferably, in above-mentioned saddle climbing type bilayer rectangle truss module plateform system, the upper strata platen with The distance between lower floor's platen is 1.8m-3.1m.

Preferably, in above-mentioned saddle climbing type bilayer rectangle truss module plateform system, the company of sliding laterally Connection device, include the water of the lower side for the operating platform being fixedly installed between the seat in the plane frame of the adjacent lift drive system Flat horizontal sleeve pipe, extension rod and spacer pin, one end of the extension rod are hinged with corresponding seat in the plane frame, the extension rod it is another One end is fixedly connected after passing the horizontal cross sleeve pipe with the spacer pin, and the length of the extension rod is more than the horizontal horizontal stroke To the length of sleeve pipe, the extension rod can move relative to the horizontal cross sleeve pipe.

Preferably, in above-mentioned saddle climbing type bilayer rectangle truss module plateform system, it is additionally included in overall liter The rack locking device that drop platform uses when stopping, the drive device includes motor and by motor-driven gear, described Saddle is formed by connecting by some saddle standard knots, and the correspondence position of the saddle standard knot is provided with stationary rack, the gear with The stationary rack is meshed, and the rack locking device includes being used for the locking teeth being meshed with the stationary rack on saddle Bar, locking base, caging bolt and the limit switch for cutting off dynamical system being installed on the frame of seat in the plane, the locking bottom Seat includes a vertical baffle, and the locking base is separated into two parts by the vertical baffle, and one is for accommodating described The rack installing frame of rack is locked, another is the switch attachment member for setting limit switch, is opened up on the vertical baffle The bolt hole worn for the caging bolt, when the nut of the caging bolt cuts off dynamical system by triggering limit switch When, the locking rack could be embedded in the rack installing frame to be meshed with the stationary rack on the saddle.

Preferably, in above-mentioned saddle climbing type bilayer rectangle truss module plateform system, in addition to some groups are swashed Photoinduction device, operating platform between the seat in the plane frame of adjacent lift drive system are described overall to rise as intermediary operation platform Drop platform also includes being arranged at the outside operating platform on the outside of the seat in the plane frame of outside lift drive system, each laser sensor Including transmitter and receiver, the transmitter and receiver are respectively arranged at intermediary operation platform and outside operating platform Down either side.

Preferably, in above-mentioned saddle climbing type bilayer rectangle truss module plateform system, in addition to some instruments Formula wall-attaching equipment, the saddle are fixed on construction floor exterior wall by the tool-type wall-attaching equipment interval, the instrument Formula wall-attaching equipment, including one be arranged in attached wall framework, three expansion links and a connector on building structure window, it is described attached One end of wall framework is fixed with a limited block, and the other end of the attached wall framework is provided with the adjustable fastening assembly in position, described Limited block and the fastening assembly are located at the inside and outside both sides of exterior wall respectively；Cut with scissors with the attached wall framework one end of the expansion link Connect, the other end of the expansion link is connected by connector with the saddle, and the fastening assembly includes positioning rod member and horizontal stroke A row is provided with to screw rod, on the attached wall framework along the direction of vertical wall to be used to set the first screwed hole for positioning rod member, institute State one end away from attached wall framework on positioning rod member and be provided with the second screwed hole for the transverse screw that is spirally connected, the horizontal spiral shell The side of bar and the limited block towards exterior wall is equipped with the first supporting steel plate of the first flexible cushion block of band.

Preferably, in above-mentioned saddle climbing type bilayer rectangle truss module plateform system, the expansion link, including Big sleeve pipe, middle sleeve, adjusting screw rod and connecting seat, one end of the big sleeve pipe and the attached wall frame articulation, the middle set The other end of the big sleeve pipe is stretched into one end of pipe, and the threaded one end of the adjusting screw rod is connected to the other end of the middle sleeve Interior, the other end of the adjusting screw rod is threadedly coupled with connecting seat, and the connecting seat is hinged with the connector, the big sleeve pipe Row's bolt hole is axially arranged with along itself with middle sleeve, by selecting the different bolts hole on the big sleeve pipe and middle sleeve The coarse adjustment of length of telescopic bar is realized, the accurate adjustment of length of telescopic bar is realized by being threadedly coupled between middle sleeve and adjusting screw rod Section.

Preferably, in above-mentioned saddle climbing type bilayer rectangle truss module plateform system, on the attached wall framework It is symmetrical to be provided with a pair of top bracing mechanisms for being used to support window vertical side walls, if the top bracing mechanism is provided with bolt stem including one The shore and positioning screw in hole, the shore are connected by one in the bolt hole and the attached wall framework screw thread Connect, that one end away from attached wall framework on the shore sets a connection protrusive board, the connection protrusive board and the shore phase Vertically, the screwed hole for being threadedly coupled the positioning screw, the positioning screw and the top are opened up on the connection protrusive board Strut is parallel, and that one end away from attached wall framework on the positioning screw is provided with the second supporting steel of the second flexible cushion block of band Plate.

Preferably, in above-mentioned saddle climbing type bilayer rectangle truss module plateform system, the bottom of each saddle It is fixed on a Combined support base, the Combined support base includes steel framework, four flexible support legs, some return pulleys, led Frame underframe and access ladder, the return pulley are arranged at the lower section of the steel framework, and the saddle underframe is fixedly installed in institute's steel framework, The access ladder is arranged at the side of the steel framework, and the steel framework includes what a pair of both ends were provided with bolt locking holes and were parallel to each other Horizontal steel pipe, the bolt locking holes are located on four Angle Positions of the steel framework, along flexible support leg in every flexible support leg It is axially arranged with row's bolt hole, one end of every flexible support leg can extend into the corresponding end of corresponding horizontal steel pipe, and every flexible The other end of support leg sets spike, and steel framework can be fixed on ground by the bolt locking holes on steel framework and bolt, or Person fixes every flexible support leg by the bolt locking holes on steel framework and bolt.

Preferably, in above-mentioned saddle climbing type bilayer rectangle truss module plateform system, the integral elevating is put down The quantity of platform is at least two, is arranged at intervals on the saddle.

From techniques disclosed above scheme, compared with prior art, the beneficial effects of the utility model are as follows：

First, saddle climbing type bilayer rectangle truss module plateform system provided by the utility model, by what is generally used Triangular truss is changed to rectangle truss structure, and truss structure is highly drawn high, and is developed into using truss structure itself double-deck flat Platform, the top surface laying upper strata platen of rectangle truss structure is as upper strata job platform, the bottom surface laying lower floor of rectangle truss structure Platen is not only simple in construction, stress force transfer system is clear and definite, stability is good as lower floor's job platform, furthermore, it is possible to meet Need in upper and lower two planes while the demand constructed, especially assembling structure precast facade pose adjustment, reinforcing bar Colligation, when the construction such as pouring, it can simultaneously carry out up and down, substantially increase the efficiency of assembling of precast facade, meet safe efficient The requirement of construction.In addition, the utility model can easily combine by using flexible rod and bridging piece according to construction requirement Into variously-shaped integral lifting platform.In addition, using coupling type connecting mode between adjacent operation module, each mark is reduced The making required precision of quasi- platform, simplify mounting process, facilitate the installation at scene.

2nd, saddle climbing type bilayer rectangle truss module plateform system provided by the utility model, solves existing saddle Operating platform in climbing type workbench between the seat in the plane frame of adjacent lift drive system is intermediary operation platform and corresponding machine The problem of internal stresses release and stability, security contradiction present in the frame connection of position, the utility model is by by intermediary operation Two upper lateral parts of platform are with corresponding seat in the plane frame using be hinged connecting mode, and two side lower parts are with corresponding seat in the plane frame using laterally Carriage connects, and releases the transverse direction of low connection point of the intermediary operation platform caused by frame operation in both sides seat in the plane is asynchronous (i.e. X to) displacement constraint, while ensure that vertical and laterally (i.e. Y-direction and Z-direction) both direction constraint is still effective, so as to reach Arrive release internal stress and ensure platform stabilization and the double effectses of security.

3rd, saddle climbing type bilayer rectangle truss module plateform system provided by the utility model, puts down in integral elevating Integral lifting platform is fixed on saddle when static by platform by the rack locking device with engaging for the rack on saddle, So that the load transfer of integral lifting platform thus freeing that the brake force of motor, improves between locking rack and stationary rack Motor applying working condition, the brake force deficiency that solving the problems, such as the long-term electromagnetic braking of motor may occur cause platform to decline.In addition, By the way that saddle is installed on Combined support base, solve the fixed base of elevating construction platform and movable base accessory dress Put the problem of can not exchanging.

4th, saddle climbing type bilayer rectangle truss module plateform system provided by the utility model, wall-attaching equipment use Clamping type wall-attaching equipment, by the window of building structure, part that attached wall is connected with building structure by the way of clip with Building structure is connected.Clip spacing combines regulation using equidistant bolt hole plus two kinds of coarse-fine modes of screw thread, can be achieved any The spacing of distance is to be adapted to the exterior wall of different-thickness.The first flexible cushion block is being added using the first supporting steel plate with exterior wall contact portion Combination, protect wall face to exempt to recruit destruction to greatest extent while clamping force is increased, solve existing attached wall External Wall and break Bad the problem of.

5th, saddle climbing type bilayer rectangle truss module plateform system provided by the utility model, it is some by setting Group laser sensor, each laser sensor include transmitter and receiver, and the transmitter and receiver are set respectively In the down either side of intermediary operation platform and outside operating platform, if receiver can not receive the signal from transmitter, explanation The barrier that collision is likely to occur on following running orbit is present, thus can be in integral lifting platform in the process of decline In, detect the barrier that collision whether is likely to occur on the running orbit in future and exist, if any barrier, can stop in time Integral lifting platform moves, and is reruned after complete barrier for clearance, so as to solve may to be sent out during integral lifting platform decline Raw collision problem, it is ensured that construction safety.

Brief description of the drawings

Fig. 1 is the front knot of the saddle climbing type bilayer rectangle truss module plateform system of the embodiment of the utility model one Structure schematic diagram.

Fig. 2 is the side knot of the saddle climbing type bilayer rectangle truss module plateform system of the embodiment of the utility model one Structure schematic diagram.

Fig. 3 is that the structural representation for sliding laterally attachment means is put down in the embodiment of the utility model one.

Fig. 4 is one of structural representation of console module in the embodiment of the utility model one.

Fig. 5 is two (turnover panel is not drawn into) of the structural representation of console module in the embodiment of the utility model one.

Fig. 6 is the planar structure schematic diagram of wall-attaching equipment in the embodiment of the utility model one.

Fig. 7 is the facade structures schematic diagram of wall-attaching equipment in the embodiment of the utility model one.

Fig. 8 is one of structural representation of rack locking device in the embodiment of the utility model one (installation locking rack When triggering limit switch).

Fig. 9 (does not install locking rack for the two of the structural representation of the embodiment middle rack locking device of the utility model one When triggering limit switch).

Figure 10 is that the schematic top plan view of the embodiment middle rack locking device of the utility model one (locks rack installation signal Figure).

Figure 11 is the dimensional structure diagram of the embodiment middle rack locking device of the utility model one.

Figure 12 is the dimensional structure diagram of Combined support base in the embodiment of the utility model one.

Figure 13 is the schematic top plan view of Combined support base in the embodiment of the utility model one.

In figure：1- lift drive systems, 11- saddles, 111- stationary racks, 12- seats in the plane frame, 13- drive devices, 14- are hung Bar, 2- integral lifting platforms, 21- intermediary operations platform, 22- peripheral operations platform, 211- upper stratas platen, 212- lower floors platen, 213- crossbeams, 214- longerons, 215- columns, 216- are stretched, and rod, 217- bridging pieces, 218- protection networks, 219- are linked up with, 220- connects Meet lug, 221- turnover panels, 3- tool-types wall-attaching equipment, 31- attached walls framework, 311- vertical poles, 312- cross bars, 313- diagonal braces, 32- The big sleeve pipe of expansion link, 321-, 322- middle sleeves, 323- adjusting screw rods, 324- connecting seats, 33- connectors, 34- limited blocks, 35- Fastening assembly, 351- positioning rod member, 352- transverse screws, the supporting steel plates of 36- first, the first flexible cushion blocks of 37-, 38- shore machine Structure, 381- shores, 382- positioning screws, 383- connections protrusive board, the supporting steel plates of 384- second, 4- slide laterally attachment means, 41- horizontal cross sleeve pipe, 42- extension rods, 43- spacer pins, 5- racks locking device, 51- lock rack, 52- locks base, 521- vertical baffles, 522- racks installing frame, 5221- top plates, 5222- bottom plates, the vertical connecting plates of 5223-, 5224- gussets, 523- switch attachment members, 53- caging bolts, 54- limit switches, 55- draw rings screw, 61- transmitters, 62- receivers, 7- erosion controls The flexible support leg of device, 8- exterior walls, 9- Combined support bases, 91- steel frameworks, 911- bolt locking holes, 92-, 93- return pulleys, 94- are led Frame underframe, 95- access ladders, 96- spikes.

Embodiment

Below in conjunction with the drawings and specific embodiments to the utility model proposes saddle climbing type bilayer rectangle truss module Change plateform system to be described in further detail.According to following explanation and claims, advantages and features of the present utility model will Become apparent from.It should be noted that accompanying drawing uses using very simplified form and non-accurately ratio, only to convenient, bright The purpose of the utility model embodiment is aided in illustrating clearly.

Fig. 1 to Figure 13 is referred to, present embodiment discloses a kind of saddle climbing type bilayer rectangle truss module platform system System, for the construction of assembled arthitecutral structure, including：At least two groups of lift drive systems 1, lift drive system 1 described in every group Including saddle 11, drive device 13 and the seat in the plane frame 12 being made up of some section guide rail bracket standard knot connections, the seat in the plane frame 12 It is sheathed on saddle 11, the drive device 13 is fixed on seat in the plane frame 12, and the drive device 13 can drive the seat in the plane Frame 12 is moved up and down along the saddle 11, and group is connected by operating platform between the seat in the plane frame 12 of adjacent lift drive system 1 Integral hoistable platform 2, the integral lifting platform 2 can vertically rise under the drive of drive device 13 along saddle 11 Drop motion, the integral lifting platform 2 can only include the operating platform between the seat in the plane frame 12 of adjacent lift drive system 1 That is intermediary operation platform 21, the machine for being arranged at outside lift drive system 1 can also be also included in addition to intermediary operation platform 21 The operating platform in the position outside of frame 12 is peripheral operation platform 22, and in the present embodiment, integral lifting platform 2 includes intermediary operation platform 21 with peripheral operation platform 22.The integral lifting platform 2 is double-deck job platform, and the operating platform is by some console modules It is formed by connecting, that is to say, that in the present embodiment, the intermediary operation platform 21 is with peripheral operation platform 22 by some platform moulds Block is formed by connecting, and the console module includes a rectangle truss structure, and the top surface laying upper strata platen 211 of rectangle truss structure is made For upper strata job platform, the bottom surface laying lower floor platen 212 of rectangle truss structure is as lower floor's job platform, the overall liter The periphery for dropping platform 2 installs protection network 218 additional.

Integral lifting platform 2 substitutes existing triangular truss using rectangle truss structure, and rectangle truss structure is high Degree is drawn high, and rectangle truss structure is developed into itself into double-decked platform, the top surface laying conduct of upper strata platen 211 of rectangle truss structure Upper strata job platform, the conduct lower floor job platform of bottom surface laying lower floor platen 212 of rectangle truss structure, not only simple in construction, Stress force transfer system is clear and definite, stability is good, furthermore, it is possible to meet some needs in upper and lower two planes while the need constructed Ask, especially the pose adjustment of precast facade 8 of assembling structure, reinforcing bar colligation, the construction such as pour when, can enter simultaneously up and down OK, the efficiency of assembling of precast facade 8 is substantially increased, meets the requirement of safe efficient construction.In addition, adjacent console module Between using 219 formula connecting modes of hook, reduce the making required precision of each standard platform, simplify mounting process, conveniently The installation at scene.The console module adjacent with seat in the plane frame 12 is additionally provided with convex for the connection that is threadedly coupled with adjacent seat in the plane frame 12 Ear 220.

For the ease of workmen same precast facade 8 is synchronously carried out on upper strata job platform and lower floor's job platform The construction of upper and lower end, in the saddle climbing type bilayer rectangle truss module plateform system of the present embodiment, the upper strata platen The distance between 211 and lower floor's platen 212 are 1.8m-3.1m.

Preferably, in the saddle climbing type bilayer rectangle truss module plateform system of the present embodiment, the rectangle purlin By crossbeam 213, longeron 214, column 215, vertical connection forms frame structure two-by-two, the crossbeam 213 and the 214 equal water of longeron It is flat to set, and the longeron 214 is exterior wall 8 perpendicular to building structure metope, the console module also includes flexible rod 216 And bridging piece 217, the flexible rod and bridging piece, the flexible rod 216 can be installed according to the exterior wall shape of building and worn In on longeron 214 towards that one end of building and can opposing side rails 214 move, the bridging piece 217 of corresponding lower floor's job platform leans on That side closely built is hinged with a turnover panel 221, between the width and integral lifting platform 2 and building of the turnover panel 221 between Away from matching.When the flexible rod 216 stretches out longeron 214, bridging piece 217 is layed on flexible rod 216, when overall liter When drop platform 2 is vertically movable, turnover panel 221 is rolled, so that integral lifting platform 2 moves up and down；When integral lifting platform 2 is perpendicular To when stopping workmen's construction, turnover panel 221 is layed in flexible rod 216, to avoid falling object from high altitude.The utility model is by adopting Variously-shaped integral lifting platform 2 can be easily combined into according to construction requirement with flexible rod 216 and bridging piece 217.

Please emphasis refer to Fig. 1 and Fig. 3, preferably, the saddle climbing type bilayer rectangle truss module in the present embodiment is put down In platform system, the operating platform between the seat in the plane frame 12 of adjacent lift drive system 1 is two upper lateral parts of intermediary operation platform 21 Be hinged with corresponding seat in the plane frame 12, the operating platform between the seat in the plane frame 12 of adjacent lift drive system 1 is intermediary operation platform 21 two side lower parts are connected with corresponding seat in the plane frame 12 by sliding laterally attachment means 4.

The saddle climbing type bilayer rectangle truss module plateform system that the present embodiment provides, because the intermediary operation is put down Two upper lateral parts of platform 21 are be hinged with corresponding seat in the plane frame 12, two side lower parts of the intermediary operation platform 21 and corresponding seat in the plane frame 12, by laterally (i.e. X to) sliding connecting device connection, release intermediary operation platform 21 because both sides seat in the plane frame 12 runs difference The lateral displacement of low connection point constrains between intermediary operation platform 21 and corresponding seat in the plane frame 12 caused by step, ensure that simultaneously Vertical and laterally (i.e. Y-direction and Z-direction) both direction constraint is still effective, so as to reach release internal stress and ensure overall rise The internal structure of platform 2 connection stability and security drop.

Please emphasis refer to Fig. 3, preferably, in the saddle climbing type bilayer rectangle truss module plateform system of the present embodiment In, it is described to slide laterally attachment means 4, including be fixedly installed between the seat in the plane frame 12 of the adjacent lift drive system 1 Operating platform is the horizontal cross sleeve pipe 41, extension rod 42 and spacer pin 43 of the lower side of intermediary operation platform 21, described One end of extension rod 42 is be hinged with corresponding seat in the plane frame 12, and the other end of the extension rod 42 passes the horizontal cross sleeve pipe It is fixedly connected after 41 with the spacer pin 43, the length of the extension rod 42 is more than the length of the horizontal cross sleeve pipe 41, institute Stating extension rod 42 can move relative to the horizontal cross sleeve pipe 41.In the present embodiment, the horizontal cross sleeve pipe 41 is divided into two Section is set, and is individually fixed on intermediary operation platform 21.The present embodiment can prevent extension rod 42 by setting spacer pin 43 Separated with horizontal cross sleeve pipe 41, it is ensured that safety.Attachment means 4 are slid laterally using said structure, simple in construction, connection can Lean on, release intermediary operation platform 21 because both sides seat in the plane frame 12 is run it is asynchronous caused by intermediary operation platform 21 and corresponding machine The lateral displacement constraint of low connection point between the frame 12 of position, while ensure that the constraint of vertical and horizontal both direction still has Effect, so as to while release internal stress is reached, ensure the internal structure of integral lifting platform 2 connection stability, it is ensured that entirely lead The security of frame climbing type bilayer rectangle truss module plateform system.

Please emphasis refer to Fig. 6 and Fig. 7, preferably, the saddle climbing type bilayer rectangle truss module in the present embodiment is put down In platform system, in addition to some tool-type wall-attaching equipments 3, the saddle 11 are spaced by the tool-type wall-attaching equipment 3 and fixed In on construction floor exterior wall 8, the tool-type wall-attaching equipment 3, including one be arranged in attached wall framework on building structure window 31st, three expansion links 32 and a connector 33, one end of the attached wall framework 31 are fixed with a limited block 34, the attached wall frame The other end of frame 31 is provided with the adjustable fastening assembly 35 in position, and the limited block 34 and the fastening assembly 35 are respectively positioned at outer The inside and outside both sides of wall 8；One end of the expansion link 32 is be hinged with the attached wall framework 31, the other end of the expansion link 32 It is connected by connector 33 with the saddle 11, the fastening assembly 35 includes positioning rod member 351 and transverse screw 352, institute State and be provided with first screwed hole of the row for setting positioning rod member 351 along the direction of vertical wall on attached wall framework 31, it is described fixed One end away from attached wall framework 31 is provided with the second screwed hole for the transverse screw 352 that is spirally connected, the horizontal stroke on the rod member 351 of position The first supporting steel plate of the flexible cushion block 37 of band first is equipped with to the side of screw rod 352 and the limited block 34 towards exterior wall 8 36.From it is existing burrowed on exterior wall 8 it is pre-buried or to wearing bolt come unlike by way of fixing wall-attaching equipment, attached wall dress Put and use clamping type wall-attaching equipment, by the window of building structure, by the part that attached wall is connected with building structure using clip Mode is connected with building structure.Clip spacing combines regulation using equidistant bolt hole plus two kinds of coarse-fine modes of screw thread, can be real The spacing of existing any distance is to be adapted to the exterior wall of different-thickness.Adding first using the first supporting steel plate 36 with exterior wall contact portion The flexible combination of cushion block 37, protect the face of exterior wall 8 to exempt to recruit destruction to greatest extent while clamping force is increased, solve existing attached The problem of wall External Wall 8 destroys.

The ingenious support that make use of building structure window exterior wall 8 to be fixed as it of wall-attaching equipment of the present utility model, it is logical The U-shaped frame structure that attached wall framework 31, limited block 34 and fastening assembly 35 are formed is crossed to be clamped on building structure window exterior wall 8, It is connected using clip mode with building, the destruction of External Wall 8, clamping type is avoided while fixed wall-attaching equipment is reached Fixed form realize lossless construction to building, protect the structure of exterior wall 8, reduce the patch work of later stage exterior wall 8； In terms of stress, stress of the wall-attaching equipment of the present utility model perpendicular to metope direction employs rigid tension and compression stress, stress energy Power is big；In addition, installing, safeguarding and dismantling the wall-attaching equipment of the saddle climbing type bilayer rectangle truss module plateform system When, it can operate indoors, for the device that need to be operated compared to others outside wall, its security and convenience carry significantly It is high.Preferably, in the saddle climbing type bilayer rectangle truss module plateform system of the present embodiment, the attached wall framework 31 wraps Include at least two (perpendicular to the direction of the exterior wall 8) vertical poles 311 for being spaced and being set up in parallel and be arranged at the both ends of vertical pole 311 Some cross bars 312, some bolts hole for being used to connect the positioning rod member 351, the attached wall framework are set on the vertical pole 311 Diagonal brace 313 is additionally provided with 31.There are three vertical poles 311 in the present embodiment, a positioning rod member is set on every vertical pole 311 351, therefore the first supporting steel plate 36 for sharing the flexible cushion block 37 of three pairs of bands first clamps exterior wall 8, utilizes the first flexible cushion block 37 Exterior wall is contacted, to protect exterior wall 8.

Preferably, in the saddle climbing type bilayer rectangle truss module plateform system of the present embodiment, the expansion link 32, including big sleeve pipe 321, middle sleeve 322, adjusting screw rod 323 and connecting seat 324, one end of the big sleeve pipe 321 and institute It is be hinged to state attached wall framework 31, the other end of the big sleeve pipe 321, the adjusting screw rod 323 are stretched into one end of the middle sleeve 322 Threaded one end be connected in the other end of the middle sleeve 322, the other end of the adjusting screw rod 323 and the connecting seat 324 threaded connections, the connecting seat 324 is be hinged with the connector 33, specifically, one end of the connecting seat, which has, is used for spiral shell Line connects the barrel of the adjusting screw rod 323, and the other end of the connecting seat has the company for being used for being hinged with the connector 33 Ear connecting plate, the big sleeve pipe 321 and middle sleeve 322 are axially arranged with row's bolt hole along itself, by selecting the big set Different bolts hole on pipe 321 and middle sleeve 322 realize the coarse adjustment of the length of expansion link 32, pass through middle sleeve 322 and regulation spiral shell The accurate adjustment section of the length of expansion link 32 is realized in threaded connection between bar 323.

In order that connection relatively reliable between wall-attaching equipment 3 and external wall 8 is obtained, preferably, leading in the present embodiment It is symmetrical on the attached wall framework 31 to be provided with a pair for supporting in frame climbing type bilayer rectangle truss module plateform system The top bracing mechanism 38 of window vertical side walls, the top bracing mechanism 38 include a shore 381 for being provided with some bolts hole and determined Position screw rod 382, the shore 381 are threadedly coupled by one in the bolt hole with the attached wall framework 31, the top That one end away from attached wall framework 31 on strut 381 sets a connection protrusive board 383, the connection protrusive board 383 and the shore 381 is perpendicular, and the screwed hole for being threadedly coupled the positioning screw 382, the positioning spiral shell are opened up on the connection protrusive board 383 Bar 382 is parallel with the shore 381, and that one end away from attached wall framework 31 on the positioning screw 382 is provided with band second Second supporting steel plate 384 of flexible cushion block.

Please emphasis refering to Fig. 8 to Figure 11, preferably, the saddle climbing type bilayer rectangle truss module in the present embodiment is put down In platform system, the rack locking device 5 used when integral lifting platform 2 stops is additionally included in.The drive device 13 includes electricity Machine and by motor-driven gear, the correspondence position of saddle standard knot is provided with stationary rack 111, the gear and the fixation Rack 111 is meshed.The rack locking device 5 includes being used for the locking teeth being meshed with the stationary rack 111 on saddle 11 Bar 51, locking base 52, caging bolt 53 and the limit switch for cutting off dynamical system being installed on seat in the plane frame 12 54, the locking base 52 includes a vertical baffle 521, and the locking base 52 is separated into two by the vertical baffle 521 Part, one is for housing the rack installing frame 522 for locking rack 51, and another is for setting limit switch 54 Switch attachment member 523, the bolt hole worn for the caging bolt 53 is opened up on the vertical baffle 521, when the spacing spiral shell When the nut of bolt 53 cuts off dynamical system by triggering limit switch 54, the locking rack 51 could be embedded at the rack peace Frame up and be meshed with the stationary rack 111 on the saddle 11 in 522.The present embodiment by using rack locking device 5, Integral lifting platform 2 passes through engaging integral lifting platform for the rack locking device 5 and the rack on saddle 11 when static 2 are fixed on saddle 11 so that the load transfer of integral lifting platform 2 to locking rack 51 and stationary rack 111 between, because And the brake force of motor is discharged, improve motor applying working condition, solve the brake force deficiency that the long-term electromagnetic braking of motor may occur The problem of causing platform to decline.

For the ease of locking rack 51 is embedded in rack installing frame 522, preferably, the rack in the present embodiment locks In device 5, the rack installing frame 522 be in " Contraband " font, the rack installing frame 522, including top plate 5221, bottom plate 5222 with And the vertical connecting plate 5223 of connection top plate 5221 and bottom plate 5222, the vertical baffle 521 and the vertical connecting plate 5223 Upper that one end away from the stationary rack 111 is fixedly connected, and the vertical baffle 521 and the vertical connecting plate 5223 It is mutually perpendicular to.In order to improve the intensity of whole rack locking device 5, top plate 5221 on the rack installing frame 522 with it is vertical Gusset 5224 is set between dividing plate 521, further to improve working security.

Engaged in order that rack 51 must be locked and consolidated with the stationary rack 111 on saddle 11, preferably, in the present embodiment In rack locking device 5, for the locking rack 51 in bulk, side sets 4-8 teeth, opposite side and the rack installing frame 522 inner chamber matches.The side that rack 51 is locked in the present embodiment sets 6 teeth.Preferably, dress is locked in above-mentioned rack In putting 5, the rack installing frame 522, a length of 150-250mm, a width of 30-50mm, to ensure that locking rack 51 has 1 tooth away from perpendicular To adjustable extent and 5mm or so horizontal adjustable scope.

Engaged in order that rack 51 must be locked and consolidated with the stationary rack 111 on saddle 11, preferably, in the present embodiment In rack locking device 5, the locking rack 51 is provided with a draw ring screw 55, and locking rack is picked and placeed with convenient construction personnel 51.In addition, in the rack locking device 5 of the present embodiment, pacified using channel-section steel as switch attachment member 523, the limit switch 54 In groove bottom loaded on the channel-section steel, the cell wall on the channel-section steel close to rack installing frame 522 is as the vertical baffle 521. Channel-section steel cost is low, convenient material drawing, is advantageous to make the rack locking device 5.

Preferably, in the rack locking device 5 of the present embodiment, the limit switch 54 is connected with the dynamical system, The limit switch 54 can cut off dynamical system.The nut of caging bolt 53 touches limit switch 54, cuts off dynamical system, prevents Only start motor when locking rack 51 and being engaged with stationary rack 111, to protect motor.

In use, after integral lifting platform 2 reaches specified altitude assignment under the drive of electromagnetic braking motor, spacing spiral shell is turned on Bolt 53, the action of limit switch 54 is touched to cut off dynamical system, now platform will be unable to rise or fall action, will lock rack 51 are placed in rack installing frame 522, and tightening caging bolt 53 makes locking rack 51 be engaged with the stationary rack 111 on saddle 11 To lock platform.When platform needs motion, unscrew caging bolt 53, locking rack 51 is pulled out in rack installing frame 522, will Caging bolt 53 is tightened, and is allowed to separate with limit switch 54, and power system, now electromagnetic braking electricity are connected in the action of limit switch 54 Machine can drive integral lifting platform 2 to rise or fall action.

Preferably, in the saddle climbing type bilayer rectangle truss module plateform system of the present embodiment, in addition to it is some Group laser sensor, the integral lifting platform 2 can also include being arranged at outside lifting drive except intermediary operation platform 21 The peripheral operation platform 22 in the outside of seat in the plane frame 12 of dynamic system 1, each laser sensor include transmitter 61 and receiver 62, The transmitter 61 and receiver 62 are respectively arranged at the down either side of intermediary operation platform 21 and peripheral operation platform 22.If Receiver 62 can not receive the signal from transmitter 61, and the barrier for illustrating to be likely to occur collision on the running orbit in future is deposited , thus can detect whether be likely to occur collision on the running orbit in future in integral lifting platform 2 during decline Barrier exist, if any barrier, integral lifting platform 2 can be stopped in time and moved, reruned after complete barrier for clearance, So as to solve the collision problem that may occur during the decline of integral lifting platform 2, it is ensured that construction safety.

Preferably, in the saddle climbing type bilayer rectangle truss module plateform system of the present embodiment, each saddle 11 Bottom be fixed on a Combined support base 9, the Combined support base 9 include 91, four flexible support legs 92 of steel framework, Some return pulleys 93, saddle underframe 94 and access ladder 95, the return pulley 93 are arranged at the lower section of the steel framework 91, the saddle bottom Frame 94 is fixedly installed in institute's steel framework 91, and the access ladder 95 is arranged at the side of the steel framework 91, and the steel framework 91 includes one Both ends are provided with bolt locking holes 911 and the horizontal steel pipe, a pair of the parallel longitudinal steel pipes that are parallel to each other, the horizontal steel pipe A horizontal rectangular framework is formed with longitudinal fastener for connection, also includes a cross hang steel pipe in the steel framework, with enhancing The bulk strength of steel framework 91 and being easy to sets the saddle underframe 94, and the saddle underframe 94 is used to install saddle 11, described Bolt locking holes 911 are located on four Angle Positions of the steel framework 91, along the axial direction of flexible support leg 92 in every flexible support leg 92 Provided with row's bolt hole, one end of every flexible support leg 92 can extend into the corresponding end of corresponding horizontal steel pipe, every flexible support The other end of leg 92 sets spike 96, can be fixed on steel framework 91 by the bolt locking holes 911 on steel framework 91 and bolt On ground, or by the bolt locking holes 911 on steel framework 91 and bolt fix every flexible support leg 92.

Embodiment two

The present embodiment and the difference of embodiment one are that the quantity of the integral lifting platform 2 is at least two, interval It is arranged on the saddle 11, positioned at the integral lifting platform 2 of different height, independent operating, the integral lifting platform 2 of the top For the structure construction of assembled architecture, underlying integral lifting platform 2 is used for the decoration construction of alien invasion, different layers Structure can be carried out simultaneously with decoration of exterior wall work, so as to significantly improve the efficiency of construction of assembled architecture.

Foregoing description is only the description to the utility model preferred embodiment, not to any limit of the scope of the utility model Calmly, any change, the modification that the those of ordinary skill in the utility model field does according to the disclosure above content, belonging to right will Seek the protection domain of book.

Claims (10)

1. a kind of saddle climbing type bilayer rectangle truss module plateform system, for the construction of assembled arthitecutral structure, it is special Sign is, including：At least two groups of lift drive systems, lift drive system described in every group include saddle, drive device and machine Position frame, seat in the plane frame are sheathed on saddle, and drive device is fixed on the frame of seat in the plane, are led between the seat in the plane frame of adjacent lift drive system Operating platform connection composition integral lifting platform is crossed, the integral lifting platform can be along saddle under the drive of drive device Make vertical lifting motion, the integral lifting platform is double-deck job platform, and the operating platform is connected by some console modules Form, the console module includes a rectangle truss structure, and the top surface laying upper strata platen of rectangle truss structure is made as upper strata Lower floor's platen is laid as lower floor's job platform, the periphery of the integral lifting platform in industry platform, the bottom surface of rectangle truss structure Install protection network additional.

2. saddle climbing type bilayer rectangle truss module plateform system as claimed in claim 1, it is characterised in that the square By crossbeam, longeron, column, vertical connection forms shape truss structure two-by-two, and the crossbeam is horizontally disposed with the longeron, and institute Longeron is stated perpendicular to building structure metope, the console module also includes flexible rod and bridging piece, the flexible rod and worn In on longeron towards that one end of building and can opposing side rails movement, when the flexible rod stretches out longeron, bridging piece laying In on flexible rod, the bridging piece of corresponding lower floor job platform is hinged with a turnover panel, the width of the turnover panel close to that side of building Spacing between degree and integral lifting platform and building matches.

3. saddle climbing type bilayer rectangle truss module plateform system as claimed in claim 1, it is characterised in that adjacent liter Two upper lateral parts for dropping the operating platform between the seat in the plane frame of drive system are hinged with corresponding seat in the plane frame, adjacent lift drive system Seat in the plane frame between two side lower parts and the corresponding seat in the plane frame of operating platform connected by sliding laterally attachment means.

4. saddle climbing type bilayer rectangle truss module plateform system as claimed in claim 3, it is characterised in that the horizontal stroke To sliding connecting device, include the bottom for the operating platform being fixedly installed between the seat in the plane frame of the adjacent lift drive system Horizontal cross sleeve pipe, extension rod and the spacer pin of side, one end of the extension rod is hinged with corresponding seat in the plane frame, described to prolong The other end of boom is fixedly connected after passing the horizontal cross sleeve pipe with the spacer pin, and the length of the extension rod is more than institute The length of horizontal cross sleeve pipe is stated, the extension rod can move relative to the horizontal cross sleeve pipe.

5. saddle climbing type bilayer rectangle truss module plateform system as claimed in claim 1, it is characterised in that also include The rack locking device used when integral lifting platform stops, the drive device include motor and by motor-driven teeth Wheel, the saddle are formed by connecting by some saddle standard knots, and the correspondence position of the saddle standard knot is provided with stationary rack, described Gear is meshed with the stationary rack, and the rack locking device includes being used for the lock being meshed with the stationary rack on saddle Fixed rack, locking base, caging bolt and the limit switch for cutting off dynamical system being installed on the frame of seat in the plane, the lock Determining base includes a vertical baffle, and the locking base is separated into two parts by the vertical baffle, and one is for housing The rack installing frame of the locking rack, another is the switch attachment member for setting limit switch, on the vertical baffle The bolt hole worn for the caging bolt is opened up, when the nut of the caging bolt cuts off dynamical system by triggering limit switch During system, the locking rack could be embedded in the rack installing frame to be meshed with the stationary rack on the saddle.

6. saddle climbing type bilayer rectangle truss module plateform system as claimed in claim 1, it is characterised in that also include Some groups of laser sensors, the operating platform between the seat in the plane frame of adjacent lift drive system is intermediary operation platform, described Integral lifting platform also includes being arranged at the outside operating platform on the outside of the seat in the plane frame of outside lift drive system, each laser sense Device is answered to include transmitter and receiver, the transmitter and receiver are respectively arranged at intermediary operation platform and outside operation The down either side of platform.

7. saddle climbing type bilayer rectangle truss module plateform system as claimed in claim 1, it is characterised in that also include Some tool-type wall-attaching equipments, the saddle are fixed on construction floor exterior wall by the tool-type wall-attaching equipment interval, The tool-type wall-attaching equipment, including an attached wall framework being arranged on building structure window, three expansion links and one connect Part, one end of the attached wall framework are fixed with a limited block, and the other end of the attached wall framework is provided with the adjustable fastening in position Component, the limited block and the fastening assembly are located at the inside and outside both sides of exterior wall respectively；One end of the expansion link with it is described attached Wall frame articulation, the other end of the expansion link are connected by connector with the saddle, and the fastening assembly includes locating rod Part and transverse screw, the first spiral shell that a row is used to set positioning rod member is provided with along the direction of vertical wall on the attached wall framework Pit, described one end positioned away from attached wall framework on rod member are provided with the second screwed hole for the transverse screw that is spirally connected, institute The side for stating transverse screw and the limited block towards exterior wall is equipped with the first supporting steel plate of the first flexible cushion block of band.

8. saddle climbing type bilayer rectangle truss module plateform system as claimed in claim 7, it is characterised in that described to stretch Contracting bar, including big sleeve pipe, middle sleeve and adjusting screw rod and connecting seat, one end of the big sleeve pipe are cut with scissors with the attached wall framework Connect, the other end of the big sleeve pipe is stretched into one end of the middle sleeve, the threaded one end of the adjusting screw rod be connected to it is described in In the other end of sleeve pipe, the other end of the adjusting screw rod is threadedly coupled with connecting seat, and the connecting seat is cut with scissors with the connector Connect, the big sleeve pipe and middle sleeve are axially arranged with row's bolt hole along itself, by selecting the big sleeve pipe and middle sleeve On different bolts hole realize the coarse adjustment of length of telescopic bar, by be threadedly coupled between middle sleeve and adjusting screw rod realize it is flexible The accurate adjustment section of pole length.

9. saddle climbing type bilayer rectangle truss module plateform system as claimed in claim 7, it is characterised in that described attached Symmetrical on wall framework to be provided with a pair of top bracing mechanisms for being used to support window vertical side walls, the top bracing mechanism is provided with including one The shore and positioning screw of some bolts hole, the shore pass through one in the bolt hole and the attached wall framework It is threadedly coupled, that one end away from attached wall framework on the shore sets a connection protrusive board, the connection protrusive board and the top Strut is perpendicular, opens up screwed hole for being threadedly coupled the positioning screw on the connection protrusive board, the positioning screw with The shore is parallel, and that one end away from attached wall framework on the positioning screw is provided with second of the second flexible cushion block of band Support steel plate.

10. saddle climbing type bilayer rectangle truss module plateform system as claimed in claim 1, it is characterised in that each The bottom of saddle is fixed on a Combined support base, if the Combined support base include steel framework, four flexible support legs, Dry bottom wheel, saddle underframe and access ladder, the return pulley are arranged at the lower section of the steel framework, and the saddle underframe is fixedly installed on In institute's steel framework, the access ladder is arranged at the side of the steel framework, the steel framework include a pair of both ends be provided with bolt locking holes and The horizontal steel pipe being parallel to each other, the bolt locking holes are located on four Angle Positions of the steel framework, edge in every flexible support leg Flexible support leg is axially arranged with row's bolt hole, and one end of every flexible support leg can extend into the corresponding end of corresponding horizontal steel pipe Interior, the other end of every flexible support leg sets spike, can be fixed steel framework by the bolt locking holes on steel framework and bolt Every flexible support leg is fixed on ground, or by the bolt locking holes on steel framework and bolt.