CN103711308B - Tool-type steel column steel supporting platform climbing system and using method thereof - Google Patents
Tool-type steel column steel supporting platform climbing system and using method thereof Download PDFInfo
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- CN103711308B CN103711308B CN201410022266.6A CN201410022266A CN103711308B CN 103711308 B CN103711308 B CN 103711308B CN 201410022266 A CN201410022266 A CN 201410022266A CN 103711308 B CN103711308 B CN 103711308B
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Abstract
The invention discloses tool-type steel column steel supporting platform climbing system and using method thereof, this system comprises guide rail, support tube frame, upper climbing boots, lower climbing boots, with hydraulic system and the guide rail length extension device of hydraulic jack, described support tube frame is fixedly installed on the below of described steel platform, the bottom of described support tube frame is provided with the flexible bracket in the hole to be provided that can stretch into Core Walls Structure body of wall, described upper climbing boots can be fixedly connected with steel platform, described upper climbing boots is connected with described hydraulic system respectively with lower climbing boots, on described guide rail, be interval with some climbing boots hole along the short transverse of guide rail, described guide rail length extension device is arranged between the lower end of described guide rail and the top of described Core Walls Structure body of wall. when the present invention constructs in non-standard layers, by setting up guide rail length extension device at guide rail with between the top of the Core Walls Structure body of wall of having constructed, can make steel platform once rise to required floor height height, improve efficiency of construction, there is significant economic benefit.
Description
Technical field
The present invention relates to high level, high-rise building Core Walls Structure construction field, relate in particular to a kind of tool-type steel columnSteel supporting platform climbing system and using method thereof.
Background technology
At present, at high-rise, high-rise building Core Walls Structure construction field, often adopt steel platform formwork system to enterThe construction of row Core Walls Structure. Described steel platform formwork system comprise steel platform, support system, climbing system, withAnd pin hand system etc., described support system comprises support tube frame, described in described support tube frame is fixedly installed onThe below of steel platform, described climbing system comprises guide rail, upper climbing boots, lower climbing boots and hydraulic system, instituteStating climbing boots can be fixedly connected with described steel platform, described upper climbing boots and described lower climbing boots respectively withDescribed hydraulic system connects, and on described guide rail, is interval with some climbing boots hole, institute along the short transverse of guide railStating the lower end of guide rail is connected with the top of the described Core Walls Structure body of wall of having constructed.
In the time of the index bed construction of Core Walls Structure, first the guide rail of climbing system is fixed on to the core of having constructedThe top of heart cylinder body of wall; Then, the flexible bracket of retraction support tube frame bottom, the oil of primer fluid pressing systemCylinder, makes upper and lower climbing boots alternately climb along guide rail, a predetermined altitude until drive steel platform swashes;Then, described flexible bracket is stretched in the hole to be provided of Core Walls Structure body of wall, steel platform is fixed; Then, separateExcept the connection between guide rail and Core Walls Structure body of wall top, utilize climbing boots hole on guide rail and the oil of hydraulic systemCylinder replaces back upper and lower climbing boots to carry, until make the guide rail predetermined height that climbs; Then, carry outReinforcing bar binding; Then, carry out template system installation; Finally carry out Core Walls Structure body of wall concreting, supportProtect, prepare one deck structure construction under lower Core Walls Structure.
But, in work progress, find, because the floor height of Core Walls Structure is divided into index bed floor height and non-standard layersFloor height, climbing in process of steel platform, for standard floor height, steel platform can once promote and put in place, andFor the non-standard layers floor height than standard floor height, steel platform cannot once promote and put in place, at Core Walls StructureIn a floor height work progress, need steel platform to promote once, guide rail promotes once, then steel platform promotes once,Just can make steel platform reach predetermined absolute altitude position. So, the construction procedure of non-standard floor height is comparedThe construction procedure of standard floor height is more loaded down with trivial details, is unfavorable for the raising of efficiency of construction. And if directly add long guidewayLength, too high guide rail, for index bed construction, can affect the step pitch of tower crane climbing, so that shadowRing whole construction rhythm.
Therefore, how to provide and can make steel platform once reach can effectively improving and execute of required floor height positionThe guide rail length extension device of work efficiency rate and climbing system are that those skilled in the art's technology urgently to be resolved hurrily is askedTopic.
Summary of the invention
The object of the present invention is to provide a kind of tool-type steel column steel supporting platform climbing system and user thereofMethod, can make steel platform once reach required floor height position, has saved the duration, has effectively improved construction effectRate.
To achieve the above object, the present invention adopts following technical scheme:
A kind of tool-type steel column steel supporting platform climbing system, comprise guide rail, support tube frame, upper climbing boots,Lower climbing boots, with hydraulic system and the guide rail length extension device of hydraulic jack, described support tube frame is fixedly establishedBe placed in the below of described steel platform, the bottom of described support tube frame is provided with can stretch into the reserved of Core Walls Structure body of wallFlexible bracket in hole, described upper climbing boots can be fixedly connected with described steel platform, described upper climbing boots andDescribed lower climbing boots is connected with described hydraulic system respectively, and establish at the short transverse interval along guide rail on described guide railHave some climbing boots hole, described guide rail length extension device is arranged at lower end and the described Core Walls Structure body of wall of described guide railTop between.
Preferably, described guide rail length extension device comprises cylinder, some the first fastening assemblies and some second fasteningAssembly, one end of described cylinder is by the detachable company in lower end of described the first fastening assembly and described guide railConnect, the other end of described cylinder is detachable by described the second fastening assembly and described Core Walls Structure body of wall topConnect.
Preferably, described the first fastening assembly comprises the first bolt, the first nut and the first pad, described inThe upper end of cylinder is provided with upper cover plate, described upper cover plate be provided with that described the first bolt of some confessions passes throughOne through hole, described the first pad and described the first bolt match.
Preferably, described the first through hole is uniformly distributed in the surrounding of described upper cover plate.
Preferably, described the second fastening assembly comprises the second nut and the second pad, the lower end of described cylinderBe provided with low head plate, the position near described low head plate on described cylinder is provided with connecting plate, described connecting plateBe provided with the second through hole that spiral that some confessions are embedded in described Core Walls Structure body of wall top in advance passes through, describedTwo nuts and described the second pad match with described spiral respectively.
Preferably, described the second through hole is uniformly distributed in the surrounding of described connecting plate.
Preferably, described low head plate is connected by stiffener with described connecting plate.
Accordingly, the invention also discloses a kind of user of tool-type steel column steel supporting platform climbing systemMethod, adopts tool-type steel column steel supporting platform climbing system as above, and this using method comprises following stepRapid:
Step 1, is fixed on the guide rail lower end of climbing system and has constructed through described guide rail length extension deviceThe top of Core Walls Structure body of wall, upper climbing boots is fixedly connected with steel platform;
Step 2, the flexible bracket of retraction support tube frame bottom, utilizes climbing boots hole and hydraulic pressure system on guide railSystem oil cylinder, upper and lower climbing boots is alternately climbed along guide rail, until steel platform rise to this layer requiredAbsolute altitude;
Step 3, stretches into described flexible bracket in the hole to be provided of Core Walls Structure body of wall;
Step 4, removes being connected between guide rail length extension device and guide rail and Core Walls Structure body of wall top, utilizesClimbing boots hole on guide rail and the oil cylinder of hydraulic system replace back upper and lower climbing boots to carry, until guide rail is climbedBe raised to predetermined height;
Step 5, carries out reinforcing bar binding and template system and installs;
Step 6, carries out concreting, the maintenance of Core Walls Structure body of wall, prepares one deck structure under Core Walls Structure and executesWork.
Preferably, in described step 1, described upper climbing boots is connected to by connecting column with described steel platformTogether.
Tool-type steel column steel supporting platform climbing system provided by the invention and using method thereof, in non-standard layersWhen construction, lengthen dress by set up guide rail at guide rail with between the top of the Core Walls Structure body of wall of having constructedPut, can make steel platform once rise to required floor height height, effectively saved the duration, improved and executedWork efficiency rate, has significant economic benefit.
Brief description of the drawings
Tool-type steel column steel supporting platform climbing system of the present invention and using method thereof are by following embodimentAnd accompanying drawing provides.
Fig. 1 is that the application structure of the tool-type steel column steel supporting platform climbing system of one embodiment of the invention is shownIntention;
Fig. 2 is that the tool-type steel column steel supporting platform climbing system of one embodiment of the invention (does not comprise support tubeFrame) structural representation;
Fig. 3 is the structural representation of the guide rail length extension device of one embodiment of the invention.
Fig. 4 is the A-A cutaway view of Fig. 3.
In figure, 1-steel platform, 2-support tube frame, 31-guide rail, 311-climbing boots hole, the upper climbing boots of 32-,Fastening group of climbing boots under 33-, 34-hydraulic system, 35-guide rail length extension device, 351-cylinder, 352-firstPart, 3521-the first nut, 3522-the first pad, 3523-the first bolt, 353-the second fastening assembly,3531-the second nut, 3532-the second pad, 354-upper cover plate, 355-low head plate, 356-connecting plate,357-stiffener, 4-Core Walls Structure body of wall, the flexible bracket of 5-, 6-template system, 7-spiral.
Detailed description of the invention
Below will do into one tool-type steel column steel supporting platform climbing system of the present invention and using method thereofThe detailed description of step.
Below with reference to accompanying drawings the present invention is described in more detail, has wherein represented preferred reality of the present inventionExecute example, should be appreciated that those skilled in the art can revise the present invention described here and still realize the present inventionBeneficial effect. Therefore, following description is appreciated that extensively knowing for those skilled in the art,And not as limitation of the present invention.
For clear, whole features of practical embodiments are not described. In the following description, be not described in detail public affairsThe function and structure of knowing, because they can make the present invention chaotic due to unnecessary details. Will be understood thatIn the exploitation of any practical embodiments, must make a large amount of implementation details to realize developer's specific objective,For example, according to about system or about the restriction of business, change into another embodiment by an embodiment. Separately, will be understood that this development may be complicated and time-consuming outward, but for art technology peopleMember is only routine work.
For object of the present invention, feature are become apparent, below in conjunction with accompanying drawing to specific embodiment of the inventionMode is further described. It should be noted that, accompanying drawing all adopts the form of simplifying very much and all uses non-essenceAccurate ratio, only in order to convenient, the object of the aid illustration embodiment of the present invention lucidly.
Refer to Fig. 1 to Fig. 4, the present embodiment provides a kind of tool-type steel column steel supporting platform climbing system,Comprise guide rail 31, support tube frame 2, upper climbing boots 32, lower climbing boots 33, hydraulic pressure with hydraulic jackSystem 34 and guide rail length extension device 35, described support tube frame 2 be fixedly installed on described steel platform 1 underSide, the bottom of described support tube frame 2 is provided with the flexible bracket in the hole to be provided that can stretch into Core Walls Structure body of wall 4,Described upper climbing boots 32 can be fixedly connected with described steel platform 1, described upper climbing boots 32 and described under climbRise boots 33 be connected with described hydraulic system 34 respectively, on described guide rail 31 along between the short transverse of guide rail 31Every being provided with some climbing boots hole 311, the lower end that described guide rail length extension device 34 is arranged at described guide rail 31 withBetween the top of described Core Walls Structure body of wall 4. Described tool-type steel column steel supporting platform climbing system, is applied toA kind of steel platform formwork system, this steel platform formwork system, also comprise steel platform 1, template system 6 andConnection system for guide rail (not shown), described template system 6 is fixedly installed on respectively institute with described connection system for guide railState the below of steel platform 1, the bottom of described support tube frame 2 is provided with can stretch into the reserved of Core Walls Structure body of wall 4Flexible bracket 5 in hole.
Described guide rail length extension device 35, be arranged at the guide rail 31 of climbing system and Core Walls Structure body of wall 4 tops itBetween, comprise cylinder 351, some the first fastening assemblies 352 and some the second fastening assemblies 353, described postOne end of body 351 is by described the first fastening assembly 352 and the described detachable company in lower end to guide rail 31Connect, the other end of described cylinder 351 is by described the second fastening assembly 353 and described Core Walls Structure body of wall 4The detachable connection in top.
Preferably, in the present embodiment, described the first fastening assembly 352 comprises the first bolt 3523,One nut 3521 and the first pad 3522, the upper end of described cylinder 351 is provided with upper cover plate 354, instituteState upper cover plate 354 and be provided with the first through hole that described the first bolt 3523 of some confessions passes through, described firstPad 3522 matches with described the first bolt 3523.
Preferably, in the present embodiment, described the first through hole is uniformly distributed in four of described upper cover plate 354Week.
Preferably, in the present embodiment, described the second fastening assembly 353 comprise the second nut 3531 andThe second pad 3532, the lower end of described cylinder 351 is provided with low head plate 355, close on described cylinder 351The position of described low head plate 355 is provided with connecting plate 356, and it is pre-buried that described connecting plate 356 is provided with some confessionsThe second through hole passing through in the spiral 7 at described Core Walls Structure body of wall 4 tops, described the second nut 3531Match with described spiral 7 respectively with described the second pad 3532.
Preferably, in the present embodiment, described the second through hole is uniformly distributed in the surrounding of described connecting plate 356.
Preferably, in the present embodiment, described low head plate 355 passes through stiffener with described connecting plate 356357 connect.
Please continue to refer to Fig. 1 to Fig. 4, the making of the tool-type steel column steel supporting platform climbing system of the present embodimentBy method, comprise the steps:
Accordingly, the invention also discloses a kind of user of tool-type steel column steel supporting platform climbing systemMethod, for example, when being applied to Core Walls Structure and need to carrying out non-standard layers construction (girders layer construction), adopts as above instituteThe tool-type steel column steel supporting platform climbing system of stating, this using method comprises the steps:
Step 1, is fixed on the guide rail of climbing system 31 lower ends and executes through described guide rail length extension device 35The top of the Core Walls Structure body of wall 4 that work completes, upper climbing boots 32 is fixedly connected with steel platform 1, for example described inUpper climbing boots 32 links together by connecting column with described steel platform 1, i.e. described upper climbing boots 32Be fixedly installed on the top of described connection column by connecting end plate, described steel platform connects end plate by anotherBe fixedly installed on the bottom of described connection column;
Step 2, the flexible bracket 5 of retraction support tube frame 2 bottoms, utilizes the climbing boots hole 311 on guide railWith the oil cylinder of hydraulic system 34, upper and lower climbing boots 32,33 is alternately climbed along guide rail 31, straightTo driving steel platform 1 to rise to predetermined altitude, described predetermined altitude can be the required floor height of this non-standard layers;
Step 3, stretches into described flexible bracket 5 in the hole to be provided of Core Walls Structure body of wall 4, with by steel platform 1Fixing;
Step 4, removes the company between guide rail length extension device 35 and guide rail 31 and Core Walls Structure body of wall 4 topsConnect, utilize climbing boots hole 311 on guide rail 31 and the oil cylinder of hydraulic system 34 to make upper and lower climbing boots32,33 replace back and carry, the predetermined altitude until guide rail 31 climbs, and described predetermined altitude can be that this is nonstandardThe required floor height of accurate layer;
Step 5, carries out reinforcing bar binding and template system 6 is installed;
Step 6, carries out reinforcing bar binding and template system 6 is installed; Finally carry out the coagulation of Core Walls Structure body of wall 4Soil is built, maintenance, prepares one deck structure construction under lower Core Walls Structure.
In sum, the present embodiment provides tool-type steel column steel supporting platform climbing system and user thereofMethod, in non-standard layers for example girders layer when construction, by guide rail with the Core Walls Structure body of wall of having constructedTop between set up guide rail length extension device, can make steel platform once rise to required floor height height,Effectively save the duration, improved efficiency of construction, there is significant economic benefit.
Obviously, those skilled in the art can carry out various changes and modification and not depart from this present inventionBright spirit and scope. Like this, if of the present invention these amendment and modification belong to the claims in the present invention andWithin the scope of its equivalent technologies, the present invention be also intended to comprise these change and modification interior.
Claims (7)
1. a tool-type steel column steel supporting platform climbing system, is characterized in that, comprise guide rail, support tube frame,Upper climbing boots, lower climbing boots, with hydraulic system and the guide rail length extension device of oil cylinder, described supportCylinder frame is fixedly installed on the below of described steel platform, and the bottom of described support tube frame is provided with can stretch into coreFlexible bracket in the hole to be provided of heart cylinder body of wall, described upper climbing boots can connect with described steel platform is fixingConnect, described upper climbing boots is connected with described hydraulic system respectively with described lower climbing boots, on described guide railBe interval with some climbing boots hole along the short transverse of guide rail, described in described guide rail length extension device is arranged atBetween the top of the lower end of guide rail and described Core Walls Structure body of wall, described guide rail length extension device comprises: cylinder,Some the first fastening assemblies and some the second fastening assemblies, one end of described cylinder is by described first tightGu detachable connection of lower end of assembly and described guide rail, the other end of described cylinder is by described secondFastening assembly and described Core Walls Structure body of wall detachable connection of top, described the second fastening assembly comprisesTwo nuts and the second pad, the lower end of described cylinder is provided with low head plate, close institute on described cylinderThe position of stating low head plate is provided with connecting plate, and described connecting plate is provided with some confessions and is embedded in advance described coreThe second through hole that the spiral at cylinder body of wall top passes through, described the second nut and described the second pad divideDo not match with described spiral.
2. tool-type steel column steel supporting platform climbing system according to claim 1, is characterized in that instituteState the first fastening assembly and comprise the first bolt, the first nut and the first pad, the upper end of described cylinderBe provided with upper cover plate, described upper cover plate is provided with the first through hole that described the first bolt of some confessions passes through,Described the first pad and described the first bolt match.
3. tool-type steel column steel supporting platform climbing system according to claim 2, is characterized in that instituteState the surrounding that the first through hole is uniformly distributed in described upper cover plate.
4. tool-type steel column steel supporting platform climbing system according to claim 1, is characterized in that instituteState the surrounding that the second through hole is uniformly distributed in described connecting plate.
5. tool-type steel column steel supporting platform climbing system according to claim 1, is characterized in that instituteStating low head plate is connected by stiffener with described connecting plate.
6. a using method for tool-type steel column steel supporting platform climbing system, is characterized in that: adopt as powerProfit requires the tool-type steel column steel supporting platform climbing system described in any one in 1-5, this userMethod comprises the steps:
Step 1, is fixed on the guide rail lower end of climbing system and constructs through described guide rail length extension deviceThe top of the Core Walls Structure body of wall completing, upper climbing boots is fixedly connected with steel platform;
Step 2, the flexible bracket of retraction support tube frame bottom, utilizes climbing boots hole and liquid on guide railThe oil cylinder of pressing system, makes upper and lower climbing boots alternately climb along guide rail, until steel platform rises in advanceTake the altitude;
Step 3, stretches into described flexible bracket in the hole to be provided of Core Walls Structure body of wall;
Step 4, removes being connected between guide rail length extension device and guide rail and Core Walls Structure body of wall top,Utilize the oil cylinder of climbing boots hole on guide rail and hydraulic system that upper and lower climbing boots is replaced back and carry, straightTo the guide rail predetermined height that climbs;
Step 5, carries out reinforcing bar binding and template system and installs;
Step 6, carries out concreting, the maintenance of Core Walls Structure body of wall, prepares one deck knot under Core Walls StructureStructure construction.
7. the using method of tool-type steel column steel supporting platform climbing system according to claim 6, its spyLevy and be,
In described step 1, described upper climbing boots links together by connecting column with described steel platform.
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| CN201410022266.6A CN103711308B (en) | 2014-01-17 | 2014-01-17 | Tool-type steel column steel supporting platform climbing system and using method thereof |
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| CN201410022266.6A CN103711308B (en) | 2014-01-17 | 2014-01-17 | Tool-type steel column steel supporting platform climbing system and using method thereof |
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| CN103711308B true CN103711308B (en) | 2016-05-04 |
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