CN102155089B - Self-jacking construction platform integrating vertical transportation equipment and mold base - Google Patents

Self-jacking construction platform integrating vertical transportation equipment and mold base Download PDF

Info

Publication number
CN102155089B
CN102155089B CN2011100328154A CN201110032815A CN102155089B CN 102155089 B CN102155089 B CN 102155089B CN 2011100328154 A CN2011100328154 A CN 2011100328154A CN 201110032815 A CN201110032815 A CN 201110032815A CN 102155089 B CN102155089 B CN 102155089B
Authority
CN
China
Prior art keywords
platform
support
girder
construction
steel
Prior art date
Application number
CN2011100328154A
Other languages
Chinese (zh)
Other versions
CN102155089A (en
Inventor
张琨
黄刚
吴延宏
傅开荣
王开强
黄爽
刘志茂
李迪
张明黄
周勇
张玉柱
赵研华
Original Assignee
中建三局建设工程股份有限公司
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by 中建三局建设工程股份有限公司 filed Critical 中建三局建设工程股份有限公司
Priority to CN2011100328154A priority Critical patent/CN102155089B/en
Publication of CN102155089A publication Critical patent/CN102155089A/en
Application granted granted Critical
Publication of CN102155089B publication Critical patent/CN102155089B/en

Links

Abstract

The invention discloses a self-jacking construction platform integrating a vertical transportation equipment and a mold base, which comprises a steel platform, construction equipment connected to the steel platform and a supporting jacking system used for connecting the steel platform to the top of a core tube of a high rise building in construction in a supporting way, wherein a spatial steel truss platform is adopted as the steel platform; the construction equipment comprises a hanging rack and a template which are arranged on the spatial steel truss platform, a tower crane, a concrete spreader, a resting place, a simple processing field, a monitoring and overhauling system, and a construction elevator, wherein the tower crane, the concrete spreader, the resting place, the simple processing field and the monitoring and overhauling system are erected on the top of the spatial steel truss platform; and the construction elevator is connected between the spatial steel truss platform and the core tube. The supporting jacking system comprises a supporting stand column, a supporting frame and a hydraulic jacking mechanism. The self-jacking construction platform is arranged flexibly, and the steel platform is supported by the supporting jacking system, therefore, heavy equipments such as the tower crane, the concrete spreader and the like can be directly arranged on the steel platform and rise synchronously with the steel platform so that the time and cost consumed by respective jacking of various large-scale construction equipments are saved, and the construction efficiency is greatly improved.

Description

A kind of collect vertical transport equipment and mould bases be one from the jack-up construction platform
Technical field
The present invention relates to a kind of operation platform, particularly a kind of operation platform that is used for high-building construction.
Background technology
Super-high building structure construction field at home; Low level jacking steel platform mould bases system is at present up-to-date core tube construction technology; It mainly is to adopt big stroke (5m~6m), ability (being up to 350t) hydraulic jack and support post; The hole low level jacking of reserving at the core tube is hung with the steel platform of template and hanger (scope of operation), and then drives template and hanger rising, accomplishes vertical concrete structure construction.
Existing low level jacking steel platform mould bases system has following some shortcoming: 1, because present low level jacking steel platform mould bases system adopts the core tube to punch support case beam is set; And the core tube of each engineering size and layout are inequality; Therefore the applicability that supports the case beam is poor, can not recycle; And this supporting way can not resist horizontal force significantly, produces the bigger construction equipment (such as tower crane, concrete spreader etc.) of horizontal force so cause can not placing on the steel platform, thereby limited the variation of the function of use of steel platform.2, low level jacking steel platform mould bases system climb and climbing of heavy construction equipment carried out separately respectively; Therefore the jacking of low level jacking steel platform mould bases system and heavy construction equipment climb asynchronous, so can cause the increase of waste of time and cost.3, present low level jacking steel platform mould bases system all adopts the interior arrangement form that supports, and this arrangement form can cause the wall construction difficulty near support place, is unfavorable for improving efficiency of construction.4, the elevator that is used with low level jacking steel platform mould bases system can only arrive concrete lift; Just can only move to below the low level jacking steel platform mould bases system; And can not directly go up the above position of structure construction layer; The secondary transhipment that this will cause staff and material had both delayed the time, had increased cost again.
Therefore, need a kind of new operation platform, to address the above problem.
Summary of the invention
The purpose of this invention is to provide a kind of collect vertical transport equipment and mould bases be one from the jack-up construction platform; Solve that support case beam in traditional operation platform is poor for applicability, can not place the lifting of the steel platform in heavy construction equipment, the operation platform and the nonsynchronous problem of lifting of other heavy construction equipment on the steel platform in the operation platform; The present invention also will solve the problem near the wall construction difficulty of traditional operation platform support place, and the elevator that solves in traditional operation platform can not run to the problem of structure construction layer with the upper part.
For realizing above-mentioned purpose; The present invention adopts following technical scheme: a kind of collect vertical transport equipment and mould bases be one from the jack-up construction platform; Comprise the steel platform, be connected on the steel platform construction equipment and with the support jack-up system of steel platform support and connection at the top of the core tube of the highrise building of being constructed, it is characterized in that: said steel platform is the Steel Space Truss platform; Said construction equipment comprises hanger and the template that is hung on the Steel Space Truss platform; Set up tower crane, concrete spreader, office recreating facility, simple and easy processing space and monitoring examination and repair system, and be connected the construction elevator between Steel Space Truss platform and the core tube in the Steel Space Truss table top.
Said support jack-up system comprises support post, bracing frame and hydraulic lifting mechanism; Wherein bracing frame is detachably connected on the core tube through bracket; And bracing frame comprises upper support frame and following bracing frame at least, is provided with column supporting arrangement and column clamping device on upper support frame and the following bracing frame.
Vertically be intervally distributed with the piece of marking time that climbs on the said support post; The support post piece of marking time through climbing is bearing on the column supporting arrangement; Support post also clamps with following bracing frame with upper support frame through the column clamping device and is connected, and the top of support post is connected with the Steel Space Truss platform.
The lower end of said hydraulic lifting mechanism is connected on the upper support frame; The piece of marking time of climbing on the upper end of hydraulic lifting mechanism and the support post is connected, and hydraulic lifting mechanism sets up the top at the Steel Space Truss platform by hydraulic control chamber control connection and hydraulic control chamber.
Said upper support frame is identical with the structure of following bracing frame; Include girder, girder support bar and connecting rod, said girder is block form and is enclosed within on the support post, is fixedly connected with girder attached wall ears plate on the girder; Girder attached wall ears plate is worn pin assembly through girder and is connected with bracket; Said girder support bar is connected between the bracket of girder downside and girder below, and the upper end of girder support bar is connected with girder through the girder attachment pegs, and the lower end of girder support bar is connected with support bar attached wall ears plate; Support bar attached wall ears plate is worn pin assembly through support bar and is connected with the bracket of girder below, and said connecting rod is connected between girder and the girder support bar.
Said column supporting arrangement comprises standard knot rest pad, rest pad lever, supporting small oil tank and lever support; Wherein the piece of marking time of climbing on an end of standard knot rest pad and the support post matches; The standard knot rest pad other end passes girder to the girder outside, is articulated and connected with an end of rest pad lever; The middle part of rest pad lever is articulated and connected on girder through lever support; The other end of rest pad lever is articulated and connected with the piston rod of supporting small oil tank, and the cylinder body of supporting small oil tank is fixedly connected on the girder again.
Said column clamping device comprises the slideway, the clamp that is placed on slideway that are arranged on the girder, is positioned at the backboard at clamp rear and is threaded in the fishbolt on the backboard; The front end of said fishbolt withstands on the back side of clamp, and the front of clamp is attached to again on the support column limb post of support post.
Said hydraulic lifting mechanism comprises on lifting beam, lifting beam bearing pin, the lifting beam hangers, master cylinder, master cylinder fixed frame and master cylinder support bar under hangers, the lifting beam; Wherein the cylinder body lower end of master cylinder is articulated and connected on the girder of upper support frame; The main oil cylinder piston bar upper end of master cylinder is articulated and connected through lifting beam bearing pin and lifting beam; Bilateral symmetry is fixedly connected with on the lifting beam hangers under the hangers and lifting beam on the lifting beam; On the lifting beam under hangers and the lifting beam hangers again with support post on the piece of marking time of climbing be connected; Said master cylinder fixed frame is enclosed within on the cylinder body of master cylinder, and said master cylinder support bar is connected between the girder of master cylinder fixed frame and upper support frame.
Be connected with the hangers small oil tank between the cylinder body of said master cylinder and the girder of upper support frame, the upper end of this hangers small oil tank and the cylinder body of master cylinder are articulated and connected, and the lower end of this hangers small oil tank and the girder of upper support frame are articulated and connected.
It is identical that said girder is worn the structure that pin assembly and support bar wear pin assembly; Include and wear the pin cylinder support and wear the pin oil cylinder; The cylinder body of wherein wearing the pin oil cylinder is fixedly connected on girder attached wall ears plate or the support bar attached wall ears plate through wearing the pin cylinder support, and the pin-and-hole of wearing in the pin oil cylinder of wearing on pin piston rod and the bracket is connected.
Said construction elevator comprises car, at the elevator power system above the car, the guide for elevator that is connected the wire rope between car and the elevator power system and is connected with car; Said elevator power system is positioned in the elevator machine room, and elevator machine room is positioned at structure construction layer top, fixed placement on the Steel Space Truss platform.
Said guide for elevator comprises travelling frame, connects built-in fitting, cage guide and rail brackets; Wherein the top of travelling frame is fixedly connected with the bottom of elevator machine room; The bottom of travelling frame is arranged in the core tube and removably connects with the built-in fitting that is connected of the concrete side walls that is embedded in the core tube, and travelling frame also removably connects with the Steel Space Truss platform.
The upper end that the top of said cage guide is positioned at travelling frame and cage guide is positioned at the top of Steel Space Truss platform; The bottom of cage guide is positioned at the core tube; Cage guide is made up of a section guide rail standard knot; The guide rail standard knot and the travelling frame that wherein are positioned at travelling frame removably connect, and the guide rail standard knot that is positioned at the travelling frame below is fixedly connected with the concrete side walls of core tube through rail brackets.
Said tower crane is connected with the Steel Space Truss platform through conversion equipment, this conversion equipment comprises conversion joint on the main couple that is connected the Steel Space Truss platform, be connected tower crane between saving with conversion upper flange and being connected change save and support post between lower flange.
Said conversion joint comprises four vertical post limbs and is connected the lacing between the adjacent two post limbs; The left and right sides of conversion joint also symmetry is fixedly connected with conversion joint connection otic placode; Have the conversion joint on the conversion joint connection otic placode and connect pin-and-hole, conversion saves the main couple pin joint that connects pin-and-hole and Steel Space Truss platform through the conversion joint.
Said upper flange is made up of with conversion joint connector the upper flange main body of block form, the upper flange that is fixedly connected on the tower machine connector on four angles of upper flange main body and is fixedly connected on upper flange main body side; The upper flange main body is connected with tower crane coxopodite on the tower crane through tower machine connector, and the upper flange main body saves connector and changes the top of saving and be connected through upper flange and conversion.
Said lower flange is made up of with conversion joint connector the lower flange main body of block form, the lower flange that is fixedly connected on the column connector on four angles of lower flange main body and is fixedly connected on lower flange main body side; The lower flange main body is connected with support post through the column connector, and the lower flange main body is connected with the bottom of conversion joint with conversion joint connector through lower flange.
Be connected with the concrete pumping combination on the pump line of said concrete spreader and regulate sleeve pipe; This concrete pumping combination is regulated sleeve pipe and is formed by connecting through transforming flange standard pumping pipeline section and adjustable pumping pipeline section; Said adjustable pumping pipeline section is regulating outer tube and flexible interior the pipe through being formed by connecting through regulating bolt after the socket; Be welded with the top nut on the outer wall of said flexible interior pipe; It is positioned at the end of regulating outer tube has prominent inner tube head to the adjusting outer tube, and said inner tube head is close to the adjusting outer tube wall; Said adjusting outer tube is a reducer pipe; The conical section and the constant adjusting section of internal diameter that comprise the internal diameter gradual change; Be welded with terminal nut and stopping means on the outer wall of said adjusting section, said stopping means is on the nut of terminal, and the said end of regulating section is connected with prominent outer tube termination in adjusting outer tube pipe through bolt; Said outer tube termination is close to the outer wall of flexible interior pipe, has locking device on it.
Said Steel Space Truss platform comprises strut between main couple, jack truss and truss; Said main couple comprises the main couple chord member and is detachably connected on the main couple web member between the adjacent two main couple chord members; Said jack truss is detachably connected between two main couples; And jack truss comprises the jack truss chord member and is detachably connected on the jack truss web member between adjacent twice chord member of truss, between said truss strut be detachably connected between two parallel main couples, between parallel two jack truss and between the parallel main couple and jack truss.
Said support post comprises support column limb post and is detachably connected on the support column lacing between the adjacent two support column limb posts, and the said piece of marking time of climbing vertically is distributed on the support column limb post.
Support frame as described above is connected the inboard or the outside of core tube through bracket.
Compared with prior art the present invention has following characteristics and beneficial effect: the support jack-up system among the present invention can be arranged on the inboard or the outside of core tube body of wall, and arrangement is flexible, almost goes for the core tube of Any shape; Said steel platform is made up of main couple and jack truss; And by support jack-up system support of the present invention; So can resist significant horizontal force and vertical force, and owing to can resist significant horizontal force and vertical force, so jumboes such as tower crane, concrete spreader can be set directly on the steel platform and climb synchronously with the steel platform; Save the independent jacking of various heavy construction equipments spent time and expense thus, and improve efficiency of construction greatly.In addition, owing to adopted support jack-up system of the present invention, do not have again the problem of wall construction difficulty to occur yet.
Steel platform among the present invention and construction elevator have been linked to be an integral body; Construction elevator can rise along with climbing of steel platform together; Car in the construction elevator can directly arrive the steel table top from the building bottom fast; So improved the range of operation of construction elevator greatly, and practiced thrift the time of vertical transport; Cage guide in the construction elevator is connected on travelling frame and the rail brackets, so in whole use, no longer need the elevator standard joint, has therefore practiced thrift wide variety of materials, and makes the construction operation of whole elevator become more safe and reliable.
The present invention is integrated into the Steel Space Truss table top with the most of operation in the construction of super highrise building process; Make the whole construction platform become the core and the main body of construction; Not only practice thrift the construction plant, also solved the excessive pressure that after super highrise building reach a certain height vertical transport is produced simultaneously.The large-scale concrete spreader that said Steel Space Truss table top is provided with has the characteristics of wide coverage.
The present invention is provided with the monitoring examination and repair system at the top of steel platform, and the monitoring examination and repair system has been avoided the security risk of construction, and the top of steel platform also utilizes platform space to be erected with hydraulic control chamber, office recreating facility and simple and easy processing space; These facilities can reduce the workman's every day of number of times up and down; Practice thrift the engineering time thus, increase work efficiency, the recreating facility of handling official business simultaneously is as interim office and rest room; Can make site operation become civilized more, embody the spirit of humanistic care.
Said conversion equipment can organically combine integral body of formation with tower crane and Steel Space Truss platform, makes both synchronizations of jacking up, saves the time of mutual wait thus, so practiced thrift engineering time and construction cost greatly; And conversion equipment also can connect into whole co-operation with tower crane and Steel Space Truss platform; Can also the load of tower crane be directly delivered to and support on the jack-up system; And can not influence the stressed of Steel Space Truss platform itself; After tower crane, Steel Space Truss platform and support post connected into an integral body through the present invention, function separately can not receive the other side's negative effect.
The pump line that concrete spreader links to each other with concrete spreader adopts the concrete pumping combination to regulate sleeve pipe, so can on short transverse, regulate easily to adapt to the height change of floor, has avoided each section of pump line all to need prefabricate shortcoming; Said template and hanger can carry out the adjusting of vertical height aspect; Can also be by driven by power, slide along guide rail beam; So avoided not high and manpower that complicated operation causes drives inconvenience, Field adjustment become be more prone to realize, and improved operating efficiency greatly owing to precision.
Description of drawings
Below in conjunction with accompanying drawing the present invention is done further detailed explanation.
Fig. 1 is that master of the present invention looks sketch map.
Fig. 2 is a schematic top plan view of the present invention.
Fig. 3 is the schematic perspective view of steel platform and support post.
Fig. 4 is the schematic perspective view of steel platform.
Fig. 5 is the schematic perspective view of support post.
Fig. 6 is the sketch map of construction elevator.
Fig. 7 is the structural representation that sleeve pipe is regulated in the concrete pumping combination.
Fig. 8 is the detail drawing at I place among Fig. 7.
Fig. 9 is that the master of conversion equipment looks sketch map.
Figure 10 is the schematic top plan view of Fig. 9.
Figure 11 is the scheme of installation of conversion equipment.
Figure 12 is a three-dimensional simplified schematic diagram of the present invention.
Figure 13 is that the master who supports jack-up system looks sketch map.
Figure 14 is that sketch map is looked on the right side of Figure 13.
Figure 15 is the enlarged diagram of A-A section among Figure 13.
Figure 16 is the enlarged diagram of B-B section among Figure 13.
Figure 17 is the enlarged diagram of C-C section among Figure 13.
Figure 18 is the enlarged diagram of D-D section among Figure 13.
Reference numeral: 1-Steel Space Truss platform; The 2-tower crane; The 3-support post; The 4-upper support frame; The 5-hanger; The 6-template; 7-hydraulic lifting mechanism; 7.1-lifting beam; 7.2-lifting beam bearing pin; 7.3-hangers on the lifting beam; 7.4-hangers under the lifting beam; 7.5-master cylinder; 7.6-master cylinder fixed frame; 7.7-master cylinder support bar; 7.8-hangers small oil tank; The 8-main couple; The 9-jack truss; 10-main couple chord member; 11-main couple web member; 12-jack truss chord member; 13-jack truss web member; 14-support column limb post; 15-support column lacing; 16-hydraulic control chamber; The interim stockyard of 17-;
18-construction elevator, 18.1-elevator machine room, 18.2-car, 18.3-wire rope, 18.4-cage guide, 18.5-elevator power system, 18.6-rail brackets, 18.7-support column, 18.8-move and regulate pulley, 18.9-travelling frame, 18.10-and connect built-in fitting;
The 19-concrete spreader; 20-core tube; The 21-recreating facility of handling official business; The simple and easy processing space of 22-; 23-monitors examination and repair system; Bracing frame under the 24-; The 25-bracket; The 26-piece of marking time that climbs; The 27-girder; 28-girder support bar; The 29-connecting rod; 30-girder attached wall ears plate; The 31-girder is worn pin assembly; 32-girder attachment pegs; 33-support bar attached wall ears plate; The 34-support bar is worn pin assembly; 35-standard knot rest pad; 36-rest pad lever; 37-supports small oil tank; The 38-lever support; The 39-slideway; The 40-clamp; The 41-backboard; The 42-fishbolt; 43-wears the pin cylinder support; 44-wears the pin oil cylinder;
45-concrete pumping combination regulate sleeve pipe, 45.1-regulate outer tube, 45.2-flexible in pipe, 45.3-outer tube termination, 45.4-inner tube head, 45.5-regulate in bolt, 45.6-top nut, 45.7-terminal nut, 45.8-stopping means, 45.9-locking device, 45.10-standard pumping pipeline section, 45.11-crossover flange, the 45.12-pipe adpting flange, 45.13-bolt, 45.14-conical section, 45.15-and regulate section;
46-conversion equipment, 46.1-conversion joint, 46.2-post limb, 46.3-lacing, 46.4-conversion joint connect otic placode, 46.5-conversion joint connects pin-and-hole, 46.6-upper flange, 46.7-lower flange, 46.8-tower machine connector, 46.9-upper flange and conversion joint connector, 46.10-upper flange main body, 46.11-column connector, 46.12-lower flange and conversion joint connector, 46.13-lower flange main body;
Strut, 48-tower crane coxopodite between the 47-truss.
The specific embodiment
Embodiment is referring to Fig. 1, shown in Figure 2; This collection vertical transport equipment and mould bases be one from the jack-up construction platform; Comprise the steel platform, be connected on the steel platform construction equipment and with the support jack-up system of steel platform support and connection at the top of the core tube 20 of the highrise building of being constructed, said steel platform is a Steel Space Truss platform 1; Said construction equipment comprises the hanger 5 and template 6 that is hung on the Steel Space Truss platform 1; Set up tower crane 2, concrete spreader 19, office recreating facility 21, simple and easy processing space 22 and monitoring examination and repair system 23, and be connected the construction elevator 18 between Steel Space Truss platform 1 and the core tube 20 at Steel Space Truss platform 1 top.
Said tower crane 2 is main hanging devices of the present invention; Can be used for the vertical transport of material and the installation of heavy component; Tower crane 2 forms organic whole with Steel Space Truss platform 1, and along with the jacking of Steel Space Truss platform 1 is risen together, and permission changes the position of tower crane.Tower crane 2 is connected with Steel Space Truss platform 1 through conversion equipment 46, thus easy installation and removal, and can adapt to the tower crane of different model.
Said template 6 can be carried out the adjusting of vertical height aspect; Template 6 is merely a cover in whole core tube construction; Template 6 can satisfy highly to be regulated, changes and multiple function such as adjusting with wall section; Template 6 is suspended on the hanger beams of Steel Space Truss platform 1, and template 6 adopts motorized motions when hanger beams is moved.Said hanger 5 also is suspended on the hanger beams, and hanger adopts the motorized motions mode during with the motion of hanger beams.
Said office recreating facility 21 is meant the several premises that is erected on the Steel Space Truss platform 1, can be along with rising together in the jacking of Steel Space Truss platform 1.Office recreating facility 21 supplies administrative staff and constructor to use, and can satisfy the necessary work and the needs of life, in the said simple and easy processing space 22 the reinforcing bar process equipment is arranged, and can carry out the required simple reinforcing bar processing of upper floor construction.On the said Steel Space Truss platform 1 interim stockyard 17 can also be arranged, Steel Space Truss platform 1 can be used as the place of heavy component turnover.
Referring to Fig. 3-5; Said Steel Space Truss platform 1 comprises strut 47 between main couple 8, jack truss 9 and truss; Said main couple 8 comprises main couple chord member 10 and is detachably connected on the main couple web member 11 between the adjacent two main couple chord members 10; Said jack truss 9 is detachably connected between two main couples 8; And jack truss 9 comprises jack truss chord member 12 and is detachably connected on the jack truss web member 13 between adjacent twice chord member of truss 12, between said truss strut 47 be detachably connected between two parallel main couples 8, between parallel two jack truss 9 and between the parallel main couple 8 and jack truss 9.
Referring to Figure 13-18, said support jack-up system can be accomplished from climbing action, need not other turnover support or Lifting Equipment.Support jack-up system and comprise support post 3, bracing frame and hydraulic lifting mechanism 7; Wherein bracing frame is detachably connected on the core tube 20 through bracket 25; And bracing frame comprises upper support frame 4 and following bracing frame 24 at least, is provided with column supporting arrangement and column clamping device on upper support frame 4 and the following bracing frame 24; Bracing frame can be connected the inboard or the outside of core tube as the case may be through bracket 3.
Vertically be intervally distributed with the piece 26 of marking time that climbs on the said support post 3; Support post 3 piece 26 of marking time through climbing is bearing on the column supporting arrangement; Support post 3 also clamps with following bracing frame with upper support frame through the column clamping device and is connected, and the top of support post 3 is connected with Steel Space Truss platform 1; Support post 3 comprises support column limb post 14 and is detachably connected on the support column lacing 15 between the adjacent two support column limb posts 14; Said limb post is formed by connecting a section limb post standard knot from beginning to end, and the said piece 26 of marking time of climbing vertically is distributed on the support column limb post 14.
The lower end of said hydraulic lifting mechanism 7 is connected on the upper support frame 4; The piece 26 of marking time of climbing on the upper end of hydraulic lifting mechanism and the support post 3 is connected, and hydraulic lifting mechanism 7 sets up the top at Steel Space Truss platform 1 by hydraulic control chamber 16 control connections and hydraulic control chamber 16.
Said upper support frame 4 is identical with the structure of following bracing frame 24; Include girder 27, girder support bar 28 and connecting rod 29; Said girder 27 is for block form and be enclosed within on the support post 3, and girder surrounds a block form by two C ellbeams and two tie-beams being connected between two C ellbeams, is fixedly connected with girder attached wall ears plate 30 on the girder 27; Girder attached wall ears plate 30 is worn pin assembly 31 through girder and is connected with bracket 25; Said girder support bar 28 is connected between the bracket of girder downside and girder below, and the upper end of girder support bar 28 is connected with girder through girder attachment pegs 32, and the lower end of girder support bar 28 is connected with support bar attached wall ears plate 33; Support bar attached wall ears plate 33 is worn pin assembly 34 through support bar and is connected with the bracket of girder below, and said connecting rod 29 is connected between girder and the girder support bar 28.
Said column supporting arrangement comprises standard knot rest pad 35, rest pad lever 36, supporting small oil tank 37 and lever support 38; Wherein the piece 36 of marking time of climbing on an end of standard knot rest pad 35 and the support post 3 matches; Standard knot rest pad 35 other ends pass girder to the girder outside, are articulated and connected with an end of rest pad lever 36; The middle part of rest pad lever 36 is articulated and connected on girder through lever support 38; The other end of rest pad lever 36 is articulated and connected with the piston rod of supporting small oil tank 37, and the cylinder body of supporting small oil tank 37 is fixedly connected on the girder again.
Said column clamping device comprises the slideway 39, the clamp 40 that is placed on slideway 39 that are arranged on the girder, is positioned at the backboard 41 at clamp 40 rears and is threaded in the fishbolt 42 on the backboard 41; The front end of said fishbolt 42 withstands on the back side of clamp 40, and the front of clamp 40 is attached to again on the support column limb post 14 of support post 3.
Said hydraulic lifting mechanism 7 comprises on lifting beam 7.1, lifting beam bearing pin 7.2, the lifting beam hangers 7.4, master cylinder 7.5, master cylinder fixed frame 7.6 and master cylinder support bar 7.7 under hangers 7.3, the lifting beam; Wherein the cylinder body lower end of master cylinder 7.5 is articulated and connected on the girder of upper support frame; Main oil cylinder piston bar upper end in the master cylinder 7.5 is articulated and connected through lifting beam bearing pin 7.2 and lifting beam 7.1; Bilateral symmetry is fixedly connected with on the lifting beam hangers 7.4 under hangers 7.3 and the lifting beam on the lifting beam 7.1; On the lifting beam under hangers 7.3 and the lifting beam hangers 7.4 again with support post 3 on the piece 26 of marking time of climbing be connected; Said master cylinder fixed frame 7.6 is enclosed within on the cylinder body of master cylinder 7.5, and said master cylinder support bar 7.7 is connected between the girder of master cylinder fixed frame 7.6 and upper support frame.
Be connected with hangers small oil tank 7.8 between the cylinder body of said master cylinder 7.5 and the girder of upper support frame; The cylinder body of the upper end of this hangers small oil tank 7.8 and master cylinder 7.5 is articulated and connected; The lower end of this hangers small oil tank 7.8 and the girder of upper support frame are articulated and connected, and hangers small oil tank 7.8 can reduce manually-operated labour intensity and danger.Through stretching of hangers small oil tank 7.8; Can make master cylinder on the piston rod that is connected hangers small oil tank 7.8 along connected bearing pin rotating certain angle in perpendicular to the plane of C ellbeam axis; The lifting beam 7.1 that is connected on the main oil cylinder piston bar is left or near support post 3, realize on the lifting beam under hangers or the lifting beam that hangers breaks away from or hangs over to climb to mark time on the piece.
It is identical that said girder is worn the structure that pin assembly 31 and support bar wear pin assembly 34; Include and wear pin cylinder support 43 and wear pin oil cylinder 44; The cylinder body of wherein wearing pin oil cylinder 44 is fixedly connected on girder attached wall ears plate 30 or the support bar attached wall ears plate 33 through wearing pin cylinder support 43, and the pin-and-hole of wearing in the pin oil cylinder 44 of wearing on pin piston rod and the bracket 25 is connected.
Referring to Fig. 2, Fig. 6; Said construction elevator 18 comprises car 18.2, at the elevator power system above the car 18.2 18.5, the guide for elevator that is connected the wire rope 18.3 between car 18.2 and the elevator power system 18.5 and is connected with car 18.2; Said elevator power system 18.5 is positioned in the elevator machine room 18.1, and elevator machine room 18.1 is positioned at structure construction layer top, fixed placement on Steel Space Truss platform 1.
Said guide for elevator comprises travelling frame 18.9, connects built-in fitting 18.10, cage guide 18.4 and rail brackets 18.6; Wherein the top of travelling frame 18.9 is fixedly connected with the bottom of elevator machine room 18.1; The bottom of travelling frame 18.9 is arranged in core tube 20 and removably connects with the built-in fitting 18.10 that is connected of the concrete side walls that is embedded in core tube 20, and travelling frame 18.9 also removably connects with Steel Space Truss platform 1.
The upper end that the top of said cage guide 18.4 is positioned at travelling frame 18.9 and cage guide 18.4 is positioned at the top of Steel Space Truss platform 1; The bottom of cage guide 18.4 is positioned at core tube 20; Cage guide 18.4 is made up of a section guide rail standard knot; The guide rail standard knot and the travelling frame 18.9 that wherein are positioned at travelling frame 18.9 removably connect, and the guide rail standard knot that is positioned at travelling frame 18.9 belows is fixedly connected with the concrete side walls of core tube 20 through rail brackets 18.6.
Said construction elevator 18 is linked to be an integral body with Steel Space Truss platform 1, along with the jacking of Steel Space Truss platform 1 is risen together, and can arrive Steel Space Truss platform 1 top in the direct fast bottom from highrise building.Field control and constructor can arrive at Steel Space Truss platform 1 top rapidly through this construction elevator 18, and be convenient, fast.In whole construction course, the operation of construction elevator 18 height can be regulated according to building height.
Said elevator machine room 18.1 is connected on the support column 18.7 through moving adjusting pulley 18.8, and support column 18.7 is fixedly connected on again on the Steel Space Truss platform 1.Because Steel Space Truss platform 1 is also uneven when jacking, moves adjusting pulley 18.8 and can be used to reduce of the influence of unbalanced Steel Space Truss platform elevator machine room.Said travelling frame 18.9 is made of welded connection by shaped steel, is connected with baffle plate on the lateral surface of travelling frame 18.9.
Referring to Fig. 9-12; Said tower crane 2 is connected with Steel Space Truss platform 1 through conversion equipment 46, this conversion equipment 46 comprises conversion joint 46.1 on the main couple that is connected Steel Space Truss platform 1, be connected tower crane 2 and conversion save between 46.1 upper flange 46.6 and being connected change save 46.1 and support post 3 between lower flange 46.7.
Said conversion joint 46.1 comprises four vertical post limbs 46.2 and is connected the lacing 46.3 between the adjacent two post limbs; The left and right sides of conversion joint 46.1 also symmetry is fixedly connected with conversion joint connection otic placode 46.4; Conversion joint connects and having the conversion joint on the otic placode 46.4 and connect pin-and-hole 46.5, and conversion joint 46.1 connects the main couple pin joints of pin-and-hole 46.5 and Steel Space Truss platform 1 through the conversion joint.
Said upper flange 46.6 is made up of with conversion joint connector 46.9 the upper flange main body 46.10 of block form, the upper flange that is fixedly connected on the tower machine connector 46.8 on four angles of upper flange main body 46.10 and is fixedly connected on upper flange main body 46.10 sides; Upper flange main body 46.10 is connected with tower crane coxopodite 48 on the tower crane 2 through tower machine connector 46.8, and upper flange main body 46.10 saves connector 46.9 through upper flange and conversion and saves 46.1 top and be connected with changing.
Said lower flange 46.7 is made up of with conversion joint connector 46.12 the lower flange main body 46.13 of block form, the lower flange that is fixedly connected on the column connector 46.11 on four angles of lower flange main body 46.13 and is fixedly connected on lower flange main body 46.13 sides; Lower flange main body 46.13 is connected with support post 3 through column connector 46.11, and lower flange main body 46.13 is connected with the bottom of conversion joint 46.1 with conversion joint connector 46.12 through lower flange.
Referring to Fig. 7, Fig. 8; Be connected with the concrete pumping combination on the pump line of said concrete spreader 19 and regulate sleeve pipe 45; This concrete pumping combination is regulated sleeve pipe 45 and is formed by connecting through transforming flange 45.11 standard pumping pipeline section 45.10 and adjustable pumping pipeline section; Said adjustable pumping pipeline section is managing 45.2 in regulating outer tube 45.1 and stretching through being formed by connecting through regulating bolt 45.5 after the socket; Saidly be welded with top nut 45.6 on the outer wall of pipe 45.2 in flexible, it is positioned at end of regulating outer tube 45.1 has prominently to the inner tube head 45.4 of regulating outer tube 45.1, and said inner tube head 45.4 is close to the adjusting outer tube wall; Said adjusting outer tube 45.1 is a reducer pipe; The conical section 45.14 and the constant adjusting section 45.15 of internal diameter that comprise the internal diameter gradual change; Be welded with terminal nut 45.7 and stopping means 45.8 on the outer wall of said adjusting section 45.15, said stopping means 45.8 is on terminal nut 45.7, and the said end of regulating section 45.15 is connected with the outer tube termination 45.3 of dashing forward in regulating the outer tube pipe through bolt 45.13; Said outer tube termination 45.3 is close to the outer wall of flexible interior pipe 45.2, has locking device 45.9 on it.
Said concrete spreader 19 is the large-sized concrete material distributing machine, has the big characteristics of coverage, and concrete spreader 19 is directly set up on Steel Space Truss platform 1, easy installation and removal, and can rise together along with the jacking of Steel Space Truss platform 1.The pump line that links to each other with concrete spreader 19 is that sleeve pipe 45 is regulated in the concrete pumping combination; Can be easily regulating on the short transverse with the height change that adapts to floor (after 1 jacking of Steel Space Truss platform; The separated position of pump line can add new pump line easily, and then guarantees carrying out smoothly of concreting).
The length that the flexible interior pipe 45.2 in the sleeve pipe 45 is regulated in said concrete pumping combination is 500~1000mm.Said flexible interior pipe is positioned at the ends of regulating outside the outer tube 45.1 and is connected with standard pumping pipeline section 45.10 through pipe adpting flange 45.12.Said conical section 45.14 length are not less than 600mm.Said stopping means 45.8 is the steel plate that perforate is arranged, said perforate band internal thread, and its internal diameter is identical with the external diameter of regulating the bolt screw mandrel.
The present invention also has real-time monitoring examination and repair system 23, can monitor the operating condition of operation platform at any time, and in time gets rid of relevant quality and safety hidden danger according to feedback.
During installation; Erection sequence from the bottom to top, support post is fixed on the core tube 20 through bracing frame, support post can move to top through supporting jack-up system gradually; The support post top is connected with lower flange in the converter device 46, connects conversion joint and upper flange with this.The installing space steel girder platform 1 then, hangs template and hanger successively, makes substructure be linked as integral body.Then carry out the installation of tower crane 2 and concrete spreader 19, tower crane 2 is connected fixing with upper flange, and concrete spreader 19 is directly fixed on the truss of Steel Space Truss platform 1.Finally, make support post, Steel Space Truss platform 1 and tower crane 2 be connected as a whole co-operation through conversion equipment 46.Car in the construction elevator 18 can directly rise to Steel Space Truss platform 1 top from ground through guide rail and support, makes things convenient for transport of materials.After treating that key facility installs, carry out the installation of supporting facility such as simple and easy processing space 22, office recreating facility 21, hydraulic control chamber 16.
During work; Steel Space Truss platform 1 can carry out jacking through supporting jack-up system according to the requirement of floor construction, and then drives jacking synchronously such as template, hanger, tower crane, tower crane 2 and concrete spreader 19; Fixing support rack after jacking puts in place, Steel Space Truss platform 1 gets into duty.This moment, tower crane 2 can carry out freely lifting, and construction elevator 18 can directly be gone up Steel Space Truss platform 1 top, and concrete spreader 19 can carry out concreting.

Claims (10)

  1. One kind collect vertical transport equipment and mould bases be one from the jack-up construction platform; Comprise the steel platform, be connected on the steel platform construction equipment and with the support jack-up system of steel platform support and connection at the top of the core tube (20) of the highrise building of being constructed, it is characterized in that: said steel platform is Steel Space Truss platform (1); Said construction equipment comprises hanger (5) and the template (6) that is hung on the Steel Space Truss platform (1); Set up tower crane (2), concrete spreader (19), office recreating facility (21), simple and easy processing space (22) and monitoring examination and repair system (23), and be connected the construction elevator (18) between Steel Space Truss platform (1) and the core tube (20) at Steel Space Truss platform (1) top;
    Said support jack-up system comprises support post (3), bracing frame and hydraulic lifting mechanism (7); Wherein bracing frame is detachably connected on the core tube (20) through bracket (25); And bracing frame comprises upper support frame (4) and following bracing frame (24) at least, is provided with column supporting arrangement and column clamping device on upper support frame (4) and the following bracing frame (24);
    Vertically be intervally distributed with the piece (26) of marking time that climbs on the said support post (3); Support post (3) piece (26) of marking time through climbing is bearing on the column supporting arrangement; Support post (3) also clamps with following bracing frame with upper support frame through the column clamping device and is connected, and the top of support post (3) is connected with Steel Space Truss platform (1);
    The lower end of said hydraulic lifting mechanism (7) is connected on the upper support frame (4); The piece (26) of marking time of climbing on the upper end of hydraulic lifting mechanism and the support post (3) is connected, and hydraulic lifting mechanism (7) sets up the top in Steel Space Truss platform (1) by hydraulic control chamber (16) control connection and hydraulic control chamber (16).
  2. 2. according to claim 1 a kind of collect vertical transport equipment and mould bases be one from the jack-up construction platform; It is characterized in that: said upper support frame (4) is identical with the structure of following bracing frame (24); Include girder (27), girder support bar (28) and connecting rod (29); Said girder (27) is block form and is enclosed within on the support post (3); Be fixedly connected with girder attached wall ears plates (30) on the girder (27); Girder attached wall ears plates (30) are worn pin assembly (31) through girder and are connected with bracket (25); Said girder support bar (28) is connected between the bracket of girder downside and girder below, and the upper end of girder support bar (28) is connected with girder through girder attachment pegs (32), and the lower end of girder support bar (28) is connected with support bar attached wall ears plates (33); Support bar attached wall ears plates (33) are worn pin assembly (34) through support bar and are connected with the bracket of girder below, and said connecting rod (29) is connected between girder and the girder support bar (28);
    Said column supporting arrangement comprises standard knot rest pad (35), rest pad lever (36), supporting small oil tank (37) and lever support (38); Wherein the piece (36) of marking time of climbing on an end of standard knot rest pad (35) and the support post (3) matches; Standard knot rest pad (35) other end passes girder to the girder outside, is articulated and connected with an end of rest pad lever (36); The middle part of rest pad lever (36) is articulated and connected on girder through lever support (38); The other end of rest pad lever (36) is articulated and connected with the piston rod of supporting small oil tank (37), and the cylinder body of supporting small oil tank (37) is fixedly connected on the girder again;
    Said column clamping device comprises the slideway (39), the clamp (40) that is placed on slideway (39) that are arranged on the girder, is positioned at the backboard (41) at clamp (40) rear and is threaded in the fishbolt (42) on the backboard (41); The front end of said fishbolt (42) withstands on the back side of clamp (40), and the front of clamp (40) is attached to again on the support column limb post (14) of support post (3);
    Said hydraulic lifting mechanism (7) comprises on lifting beam (7.1), lifting beam bearing pin (7.2), the lifting beam hangers (7.4), master cylinder (7.5), master cylinder fixed frame (7.6) and master cylinder support bar (7.7) under hangers (7.3), the lifting beam; Wherein the cylinder body lower end of master cylinder (7.5) is articulated and connected on the girder of upper support frame; Main oil cylinder piston bar upper end in the master cylinder (7.5) is articulated and connected through lifting beam bearing pin (7.2) and lifting beam (7.1); Lifting beam (7.1) is gone up bilateral symmetry and is fixedly connected with hangers (7.4) under hangers on the lifting beam (7.3) and the lifting beam; Under hangers on the lifting beam (7.3) and the lifting beam hangers (7.4) again with support post (3) on the piece (26) of marking time of climbing be connected; Said master cylinder fixed frame (7.6) is enclosed within on the cylinder body of master cylinder (7.5), and said master cylinder support bar (7.7) is connected between the girder of master cylinder fixed frame (7.6) and upper support frame.
  3. 3. according to claim 2 attach wall bracing frame hydraulic pressure climbing system; It is characterized in that: be connected with hangers small oil tank (7.8) between the cylinder body of said master cylinder (7.5) and the girder of upper support frame; The cylinder body of the upper end of this hangers small oil tank (7.8) and master cylinder (7.5) is articulated and connected, and the lower end of this hangers small oil tank (7.8) and the girder of upper support frame are articulated and connected.
  4. 4. according to claim 2 a kind of collect vertical transport equipment and mould bases be one from the jack-up construction platform; It is characterized in that: it is identical that said girder is worn the structure that pin assembly (31) and support bar wear pin assembly (34); Include and wear pin cylinder support (43) and wear pin oil cylinder (44); The cylinder body of wherein wearing pin oil cylinder (44) is fixedly connected on girder attached wall ears plates (30) or the support bar attached wall ears plates (33) through wearing pin cylinder support (43), and the pin-and-hole of wearing in the pin oil cylinder (44) of wearing on pin piston rod and the bracket (25) is connected.
  5. 5. according to claim 1 a kind of collect vertical transport equipment and mould bases be one from the jack-up construction platform; It is characterized in that: said construction elevator (18) comprises car (18.2), is positioned at the elevator power system (18.5) of car (18.2) top, the guide for elevator that is connected the wire rope (18.3) between car (18.2) and the elevator power system (18.5) and is connected with car (18.2); Said elevator power system (18.5) is positioned in the elevator machine room (18.1), and elevator machine room (18.1) is positioned at structure construction layer top, fixed placement on Steel Space Truss platform (1);
    Said guide for elevator comprises travelling frame (18.9), connects built-in fitting (18.10), cage guide (18.4) and rail brackets (18.6); Wherein the top of travelling frame (18.9) is fixedly connected with the bottom of elevator machine room (18.1); The bottom of travelling frame (18.9) is arranged in core tube (20) and removably connects with the built-in fitting (18.10) that is connected of the concrete side walls that is embedded in core tube (20), and travelling frame (18.9) also removably connects with Steel Space Truss platform (1);
    The upper end that the top of said cage guide (18.4) is positioned at travelling frame (18.9) and cage guide (18.4) is positioned at the top of Steel Space Truss platform (1); The bottom of cage guide (18.4) is positioned at core tube (20); Cage guide (18.4) is made up of a section guide rail standard knot; The guide rail standard knot and the travelling frame (18.9) that wherein are positioned at travelling frame (18.9) removably connect, and the guide rail standard knot that is positioned at travelling frame (18.9) below is fixedly connected with the concrete side walls of core tube (20) through rail brackets (18.6).
  6. 6. according to claim 1 a kind of collect vertical transport equipment and mould bases be one from the jack-up construction platform; It is characterized in that: said tower crane (2) is connected with Steel Space Truss platform (1) through conversion equipment (46), this conversion equipment (46) comprises conversion joint (46.1) on the main couple that is connected Steel Space Truss platform (1), be connected tower crane (2) and conversion save between (46.1) upper flange (46.6) and be connected and change the lower flange (46.7) that saves between (46.1) and the support post (3);
    Said conversion joint (46.1) comprises four vertical post limbs (46.2) and is connected the lacing (46.3) between the adjacent two post limbs; The left and right sides of conversion joint (46.1) also symmetry is fixedly connected with conversion joint connection otic placode (46.4); Have the conversion joint on the conversion joint connection otic placode (46.4) and connect pin-and-hole (46.5), conversion saves (46.1) connect pin-and-hole (46.5) and Steel Space Truss platform (1) through the conversion joint main couple pin joint;
    Said upper flange (46.6) is made up of with conversion joint connector (46.9) the upper flange main body (46.10) of block form, the upper flange that is fixedly connected on the tower machine connector (46.8) on four angles of upper flange main body (46.10) and is fixedly connected on upper flange main body (46.10) side; Upper flange main body (46.10) is connected with tower crane coxopodite (48) on the tower crane (2) through tower machine connector (46.8), and upper flange main body (46.10) saves connector (46.9) and changes the top of saving (46.1) and be connected through upper flange and conversion;
    Said lower flange (46.7) is made up of with conversion joint connector (46.12) the lower flange main body (46.13) of block form, the lower flange that is fixedly connected on the column connector (46.11) on four angles of lower flange main body (46.13) and is fixedly connected on lower flange main body (46.13) side; Lower flange main body (46.13) is connected with support post (3) through column connector (46.11), and lower flange main body (46.13) is connected with the bottom of conversion joint connector (46.12) with conversion joint (46.1) through lower flange.
  7. 7. according to claim 1 a kind of collect vertical transport equipment and mould bases be one from the jack-up construction platform; It is characterized in that: be connected with the concrete pumping combination on the pump line of said concrete spreader (19) and regulate sleeve pipe (45); This concrete pumping combination is regulated sleeve pipe (45) and is formed by connecting through transforming flange (45.11) standard pumping pipeline section (45.10) and adjustable pumping pipeline section; Said adjustable pumping pipeline section is regulating outer tube (45.1) and flexible interior pipe (45.2) through being formed by connecting through regulating bolt (45.5) after the socket; Be welded with top nut (45.6) on the outer wall of said flexible interior pipe (45.2); It is positioned at the end of regulating outer tube (45.1) has prominent inner tube head (45.4) to adjusting outer tube (45.1), and said inner tube head (45.4) and adjusting outer tube wall are close to; Said adjusting outer tube (45.1) is a reducer pipe; The conical section (45.14) and the constant adjusting section (45.15) of internal diameter that comprise the internal diameter gradual change; Be welded with terminal nut (45.7) and stopping means (45.8) on the outer wall of said adjusting section (45.15); Said stopping means (45.8) is on terminal nut (45.7); The said end of regulating section (45.15) is connected with prominent outer tube termination (45.3) in regulating the outer tube pipe through bolt (45.13), and said outer tube termination (45.3) is close to the outer wall of flexible interior pipe (45.2), has locking device (45.9) on it.
  8. 8. according to claim 1 a kind of collect vertical transport equipment and mould bases be one from the jack-up construction platform; It is characterized in that: said Steel Space Truss platform (1) comprises strut (47) between main couple (8), jack truss (9) and truss; Said main couple (8) comprises main couple chord member (10) and is detachably connected on the main couple web member (11) between the adjacent two main couple chord members (10); Said jack truss (9) is detachably connected between two main couples (8); And jack truss (9) comprises jack truss chord member (12) and is detachably connected on the jack truss web member (13) between adjacent twice chord member of truss (12), and strut between said truss (47) is detachably connected between parallel two main couples (8), between parallel two jack truss (9) and between the parallel main couple (8) and jack truss (9).
  9. 9. according to claim 1 a kind of collect vertical transport equipment and mould bases be one from the jack-up construction platform; It is characterized in that: said support post (3) comprises support column limb post (14) and is detachably connected on the support column lacing (15) between the adjacent two support column limb posts (14), and the said piece (26) of marking time of climbing vertically is distributed on the support column limb post (14).
  10. 10. according to claim 1 a kind of collect vertical transport equipment and mould bases be one from the jack-up construction platform, it is characterized in that: support frame as described above is connected the inboard or the outside of core tube (20) through bracket (3).
CN2011100328154A 2011-01-30 2011-01-30 Self-jacking construction platform integrating vertical transportation equipment and mold base CN102155089B (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN2011100328154A CN102155089B (en) 2011-01-30 2011-01-30 Self-jacking construction platform integrating vertical transportation equipment and mold base

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN2011100328154A CN102155089B (en) 2011-01-30 2011-01-30 Self-jacking construction platform integrating vertical transportation equipment and mold base

Publications (2)

Publication Number Publication Date
CN102155089A CN102155089A (en) 2011-08-17
CN102155089B true CN102155089B (en) 2012-06-20

Family

ID=44436739

Family Applications (1)

Application Number Title Priority Date Filing Date
CN2011100328154A CN102155089B (en) 2011-01-30 2011-01-30 Self-jacking construction platform integrating vertical transportation equipment and mold base

Country Status (1)

Country Link
CN (1) CN102155089B (en)

Families Citing this family (17)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN102505836B (en) * 2011-10-24 2014-02-19 沈阳建筑大学 Guy cable type high-altitude working platform
CN102605960B (en) * 2012-03-13 2014-06-11 中国十七冶集团有限公司 Method for finely adjusting, locating and lifting hollow warehouse roof platform
CN102720342A (en) * 2012-06-15 2012-10-10 常州液压成套设备厂有限公司 Hydraulic system for jacking work platform on super high-rise building
CN104563505B (en) * 2013-10-11 2016-08-17 卓越置业集团有限公司 Exterior wall and heat-insulation layer integrated building method and exterior wall finishing hoistable platform
CN103670424B (en) * 2013-12-19 2016-06-01 上海市基础工程集团有限公司 The bracing or strutting arrangement of top technique of hanging down for the vertical delivery pipe construction of heavy caliber
CN103723600A (en) * 2014-01-17 2014-04-16 上海建工集团股份有限公司 Wall attaching device of construction elevator steel charging platform as well as operation method of wall attaching device
CN103821356A (en) * 2014-02-25 2014-05-28 上海鑫尔森模架工程有限公司 Construction equipment and system of elevator shaft shear wall
CN103848320B (en) * 2014-03-03 2016-03-02 中建一局集团第二建筑有限公司 A kind of attachment node of skyscraper external elevator guide rail and attachment construction method thereof
CN103882882B (en) * 2014-04-02 2017-04-05 中国建筑第八工程局有限公司 Integral jacking formula tower crane platform structure
CN103982040B (en) * 2014-05-06 2016-08-17 中建三局集团有限公司 A kind of construction of super highrise building vertical multi-transportation device
CN104047362A (en) * 2014-05-23 2014-09-17 苏州工业园区设计研究院股份有限公司 Structure for preventing steel-structure support from falling
CN105370027B (en) * 2015-09-28 2017-07-21 安徽六安市飞宇建设工程有限公司 The construction method of steel supporting platform structure is integrally lifted in high-rise hanging structure
CN105421741B (en) * 2015-11-20 2017-10-31 中建三局集团有限公司 A kind of self-supporting tower crane integrated operation platform system integrated with mould bases
CN105836639B (en) * 2016-03-30 2017-10-31 中建三局集团有限公司 For integrated tower crane and the support meanss and its application method of integrated platform
CN106150079B (en) * 2016-07-14 2018-06-26 深圳市卓越工业化智能建造开发有限公司 Make building machine in the air
CN107060095A (en) * 2017-03-29 2017-08-18 沈阳建筑大学 A kind of overall top module system platform universal architecture of combined type
CN107859339B (en) * 2017-11-14 2020-10-27 中建三局第一建设工程有限责任公司 Synchronous lifting device and method for box girder supporting steel corbel

Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2008308821A (en) * 2007-06-12 2008-12-25 Miyaji Construction & Engineering Co Ltd Self-climbing stage
CN101949211A (en) * 2010-10-29 2011-01-19 中建三局建设工程股份有限公司 Low-position few-fulcrum modularized integral jacking steel platform formwork system
CN101967881A (en) * 2010-10-29 2011-02-09 中建三局第三建设工程有限责任公司 Hydraulic synchronous jacking device of die carrier system
CN202000646U (en) * 2011-01-30 2011-10-05 中建三局建设工程股份有限公司 Self-lifting construction platform integrating vertical transportation device and mould frame

Family Cites Families (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US8051951B2 (en) * 2009-06-04 2011-11-08 Aluminum Ladder Company Retractable access platform

Patent Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2008308821A (en) * 2007-06-12 2008-12-25 Miyaji Construction & Engineering Co Ltd Self-climbing stage
CN101949211A (en) * 2010-10-29 2011-01-19 中建三局建设工程股份有限公司 Low-position few-fulcrum modularized integral jacking steel platform formwork system
CN101967881A (en) * 2010-10-29 2011-02-09 中建三局第三建设工程有限责任公司 Hydraulic synchronous jacking device of die carrier system
CN202000646U (en) * 2011-01-30 2011-10-05 中建三局建设工程股份有限公司 Self-lifting construction platform integrating vertical transportation device and mould frame

Also Published As

Publication number Publication date
CN102155089A (en) 2011-08-17

Similar Documents

Publication Publication Date Title
CN101514586B (en) Hanger rail type electric hanging boat and construction method thereof
CN102587646B (en) Hydraulic lifting self-ascending template system of intelligent independent unit structure
CN201077721Y (en) Gantry crane with falling girder
CN106348188B (en) The manufacture method of planer-type building-construction lifting device
CN201116453Y (en) Drilling tool sleeve transmission device
CN102287209A (en) Tunnel arch center installation operation vehicle
CN104652807B (en) Certainly turnover construction system and the method for climbing tower support steel beam in hydraulic climbing die block system
US10012005B2 (en) Crane system incorporated into a tower
CN102864936B (en) Combination lifting construction method for large-scale high hollow building roof of steel structure
CN103821340B (en) The mounting method of adhering lifting multilayer operation platform
CN101696604B (en) Construction method for chimney wall and special electric jacking flat bridge
CN201826525U (en) Climbing shuttering system device for buildings
CN201297036Y (en) Discharging platform
CN101734533B (en) Renewal method of hydraulic elevator and rope type elevator renewed by said method
CN102071798B (en) Hydraulic climbing system for wall-attached support frame
CN201458591U (en) Lifting device for installing sound barrier
CN207347122U (en) A kind of automatic Lift-on/Lift-off System of bridge construction
CN105201195B (en) One kind can lift supporting leg type elevator hoistway construction platform and construction method
CN202706503U (en) Electric lifting discharging platform for main building construction
CN201417657Y (en) Installation device of indoor transformer
CN103711301A (en) Construction method and device for two-track movable electric basket and lifting hoist
CN101372865A (en) Stay suspender multispan beam structure highly hollow-out formwork system and construction method
CN102022123B (en) Integral lining method for tunnel with altered diameter by model board trolley
CN107829370B (en) High pier is from climbing liquid press to turn over molds construction technology
CN103630416B (en) The test platform of hoisting mechanism

Legal Events

Date Code Title Description
PB01 Publication
C06 Publication
SE01 Entry into force of request for substantive examination
C10 Entry into substantive examination
GR01 Patent grant
C14 Grant of patent or utility model