CN205088936U - A levelling device for surmounting layer construction platform or die carrier - Google Patents

A levelling device for surmounting layer construction platform or die carrier Download PDF

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Publication number
CN205088936U
CN205088936U CN201520763283.5U CN201520763283U CN205088936U CN 205088936 U CN205088936 U CN 205088936U CN 201520763283 U CN201520763283 U CN 201520763283U CN 205088936 U CN205088936 U CN 205088936U
Authority
CN
China
Prior art keywords
plate
coaming plate
post
axial location
connection pedestal
Prior art date
Legal status (The legal status 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 status listed.)
Expired - Fee Related
Application number
CN201520763283.5U
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Chinese (zh)
Inventor
王开强
李霞
郑承红
王震
陈波
刘晓升
崔健
罗轩忠
伍勇军
唐碧波
陈江伟
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
China Construction Third Engineering Bureau Co Ltd
Second Construction Engineering Co Ltd of China Construction Third Engineering Division
Original Assignee
China Construction Third Engineering Bureau Co Ltd
Second Construction Engineering Co Ltd of China Construction Third Engineering Division
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 China Construction Third Engineering Bureau Co Ltd, Second Construction Engineering Co Ltd of China Construction Third Engineering Division filed Critical China Construction Third Engineering Bureau Co Ltd
Priority to CN201520763283.5U priority Critical patent/CN205088936U/en
Application granted granted Critical
Publication of CN205088936U publication Critical patent/CN205088936U/en
Expired - Fee Related legal-status Critical Current
Anticipated expiration legal-status Critical

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Abstract

The utility model discloses a levelling device for surmounting layer construction platform or die carrier, including last connection base, under bracing mechanism and elastic element, it includes upper plate and last bounding wall to go up connection base, upper plate fixed mounting is on the support post, go up bounding wall fixed mounting around the upper plate, under bracing mechanism includes connection base, slider and axial positioning post down, connection base includes lower plate and lower bounding wall down, bounding wall fixed mounting is around the lower plate down, slider fixed mounting is in the bottom of lower plate, and is a plurality of axial positioning post fixed mounting is on the lower plate, axial positioning post and upper plate sliding connection, go up sliding connection between bounding wall and the lower bounding wall, elastic element installs on every axial positioning post. The utility model discloses die carrier self is balanced stable balanced with each fulcrum atress in the time of guaranteeing die carrier operating condition, reduces the too big risk that produces the wall body of single local fulcrum stress of die carrier.

Description

A kind of levelling device for Super High operation platform or mould bases
Technical field
The utility model relates to a kind of building field safety device, particularly relates to a kind of levelling device for Super High operation platform or mould bases.
Background technology
Along with continuing to increase of super highrise building height, for ensureing that Super High Core Walls Structure is constructed safely and efficiently, one is used for Super High Core Walls Structure operation platform or form frame system is used widely day by day.Then this platform or formwork system develop to integrated direction gradually, platform or formwork system table top load, except being used as material stockyard, the vertical transport equipments such as elevator, material distributing machine and tower crane are also integrated on platform, under this complicated loads, the discontinuity equalization of formwork system support system, causes platform or the single fulcrum of top mould system or multiple fulcrum bearing capacity excessive, creates potential safety hazard like this to Core Walls Structure body of wall and top mould system.
Utility model content
The purpose of this utility model is to provide a kind of levelling device for Super High operation platform or mould bases, it can ensure that Super High operation platform or mould bases are attached to each fulcrum uniform force of Core Walls Structure body of wall under complex load effect, avoids causing the stressed excessive risk produced Core Walls Structure body of wall of single or multiple fulcrum because Complicated Loads produces large overturning moment to platform or top mould system.
The utility model solves the technical scheme that its technical problem adopts:
There is provided a kind of levelling device for Super High operation platform or mould bases, this device is arranged between each support post and upper support frame, and this device comprises connection pedestal, lower support mechanism and flexible member; Wherein,
Described upper connection pedestal comprises upper plate and upper coaming plate, and described upper plate is fixedly mounted on the soffit of support post, and described upper coaming plate is fixedly mounted on the surrounding of upper plate;
Described lower support mechanism comprises lower connection pedestal, sliding plate and axial location post, described lower connection pedestal comprises lower shoe and lower coaming plate, described lower shoe is placed on the upper surface of upper support frame, described lower coaming plate is fixedly mounted on the surrounding of lower shoe, described sliding plate is fixedly mounted on the bottom of lower shoe, multiple described axial location post is fixedly mounted on lower shoe, described axial location post and upper plate are slidably connected,, between described upper coaming plate with lower coaming plate, the axial sliding movement of reference column is connected vertically;
Described flexible member is arranged on each axial location post.
By technique scheme, be bolted between described upper coaming plate and lower coaming plate, described upper coaming plate is provided with the bar hole for erection bolt.
By technique scheme, described flexible member is disc spring, high-bearing spring or the flexible member that made by high-bearing elastomeric material.
By technique scheme, the quantity of described axial location post is no less than 4.
By technique scheme, described axial location post is axle or axial shell.
By technique scheme, the profile of described lower connection pedestal is square, oval, circular, rhombus or polygon.
The utility model, there is following beneficial effect: this device being equipped with equal number according to mould bases support post quantity, namely this device is installed between each support post and upper support frame, the type of attachment between support post and upper support frame is made to be that elasticity connects, when Super High operation platform or mould bases are in complex load effect, this device can ensure that mould bases platform Equilibrium is stablized and each fulcrum stress equalization, and then reduces the excessive risk produced body of wall of the single fulcrum stress in mould bases local.
Accompanying drawing explanation
Below in conjunction with drawings and Examples, the utility model is described in further detail, in accompanying drawing:
Fig. 1 is the scheme of installation of the utility model embodiment;
Fig. 2 is the sectional view of the utility model embodiment;
Fig. 3 is the top view of the utility model embodiment.
In figure: 1-complex load, 2-support post, 3-steel frame top platform, 4-upper support frame, 5-coaming plate, 10-sliding plate, 11-axial location post, 12-flexible member, 13-bolt under coaming plate, 8-lower shoe, 9-on the levelling device of Super High operation platform or mould bases, 6-upper plate, 7-.
Detailed description of the invention
In order to make the purpose of this utility model, technical scheme and advantage clearly understand, below in conjunction with drawings and Examples, the utility model is further elaborated.Should be appreciated that specific embodiment described herein only in order to explain the utility model, and be not used in restriction the utility model.
In preferred embodiment of the present utility model, as shown in Figure 1-Figure 3, a kind of levelling device 5 for Super High operation platform or mould bases, this device is arranged between each support post 2 and upper support frame 4, and this device comprises connection pedestal, lower support mechanism and flexible member 12; Wherein,
Upper connection pedestal comprises upper plate 6 and upper coaming plate 7, and upper plate 6 is fixedly mounted on the soffit of support post 2, and upper coaming plate 7 is fixedly mounted on the surrounding of upper plate 6;
Lower support mechanism comprises lower connection pedestal, sliding plate 10 and axial location post 11, lower connection pedestal comprises lower shoe 8 and lower coaming plate 9, lower shoe 8 is placed on the upper surface of upper support frame 4, lower coaming plate 9 is fixedly mounted on the surrounding of lower shoe 8, sliding plate 10 is fixedly mounted on the bottom of lower shoe 8, multiple axial location post 11 is fixedly mounted on lower shoe 8, and axial location post 11 and upper plate 7 are slidably connected, and between upper coaming plate 7 with lower coaming plate 9, the axial sliding movement of reference column 11 is connected vertically;
Flexible member 12 is arranged on each axial location post 11.
In preferred embodiment of the present utility model, as shown in Figure 2, be connected between upper coaming plate 7 with lower coaming plate 9 by bolt 13, upper coaming plate 7 is provided with the bar hole for erection bolt 13.
In preferred embodiment of the present utility model, as shown in Figure 2, flexible member 12 be disc spring, high-bearing spring or the flexible member that made by high-bearing elastomeric material.
In preferred embodiment of the present utility model, as shown in Figure 2 and Figure 3, the quantity of axial location post 11 is no less than 4.
In preferred embodiment of the present utility model, as shown in Figure 2, axial location post 11 is axle or axial shell.
In preferred embodiment of the present utility model, as shown in Figure 3, the profile of lower connection pedestal is square, oval, circular, rhombus or polygon.
The utility model is when embody rule, as shown in Figure 1-Figure 3, the quantity of this device is 12, each device is independently arranged between single support post 2 and upper support frame 4, this device comprises connection pedestal, lower support mechanism and flexible member, upper connection pedestal and lower support mechanism are square box-structure, flexible member is the disc spring of bearing heavy duty, the upper coaming plate 7 of upper connection pedestal is arranged perpendicular to upper plate 6, upper plate 6 is fixedly mounted on support post 2 soffit, lower support mechanism comprises lower connection pedestal, sliding plate 10 and axial location post 11, lower connection pedestal is seated on the upper surface of upper support frame 4, the lower coaming plate of lower connection pedestal is arranged perpendicular to lower shoe, sliding plate 10 is fixedly mounted on the bottom of lower shoe, axial location post 11 is fixedly mounted on lower shoe 8, being provided with certain distance between axial location post 11 and upper plate makes both can relative movement, flexible member 12 is arranged on axial location post 11, between upper plate and lower shoe, upper connection pedestal and lower support Mechanism Clearance assemble, and upper connection pedestal has vertical relative displacement relative to lower support mechanism, by the compressive strain of disc spring between upper connection pedestal and lower support mechanism, produce vertical relative displacement, and then reach the object of the stressed equilibrium of each fulcrum of adjustment.
Shape of the present utility model is not only confined to square box-structure, can be other shapes, and its flexible member can be designed as various structures form or made by other elastomeric materials, to meet backform frame carrying stress condition.
Installation steps of the present utility model are as follows:
1, on level land, fix lower connection pedestal, install sliding plate in lower connection base bottom;
2, then on lower connection pedestal top according to axial location screwed hole, install axial location post;
3, according to designing requirement, axial location post assembles the disc spring sheet of respective numbers;
4, upper connection pedestal reverse vertical is assemblied in lower support mechanism, the upper coaming plate of upper connection pedestal is 3mm from the spacing of the lower coaming plate of lower support mechanism, adopt in hydraulic jack reduced overall simultaneously and connect pedestal, until the bar hole of upper coaming plate is to the screwed hole on upper and lower supporting mechanism, then aims at screwed hole and to screw on bolt;
5, after single assembly has been assembled, this device is separately fixed on the soffit of each support post with bolted form;
6, last, treat that salient point backform support system installs, lift each support post and be directly seated on the upper support frame of support system, the whole platform of sequentially installation or formwork system.
The many places that the utility model is applicable in building field in the application of many places need be born in the construction of axial large bearing capacity, this device is connected by being rigidly connected between support post with support system is converted to elasticity, help adjustment integral platform or formwork system stress equalization, make salient point backform mould bases when tower crane duty, ensure that mould bases platform Equilibrium is stablized and each fulcrum stress equalization, and then reduce the excessive risk that body of wall is produced of the single fulcrum stress in mould bases local.The utility model is simple and reasonable, and axial bearing capacity can repeat greatly turnover and use, and is an innovative point in the building safety device of high-bearing capacity.
Should be understood that, for those of ordinary skills, can be improved according to the above description or convert, and all these improve and convert the protection domain that all should belong to the utility model claims.

Claims (6)

1., for a levelling device for Super High operation platform or mould bases, this device is arranged between each support post and upper support frame, it is characterized in that, this device comprises connection pedestal, lower support mechanism and flexible member; Wherein,
Described upper connection pedestal comprises upper plate and upper coaming plate, and described upper plate is fixedly mounted on the soffit of support post, and described upper coaming plate is fixedly mounted on the surrounding of upper plate;
Described lower support mechanism comprises lower connection pedestal, sliding plate and axial location post, described lower connection pedestal comprises lower shoe and lower coaming plate, described lower shoe is placed on the upper surface of upper support frame, described lower coaming plate is fixedly mounted on the surrounding of lower shoe, described sliding plate is fixedly mounted on the bottom of lower shoe, multiple described axial location post is fixedly mounted on lower shoe, described axial location post and upper plate are slidably connected, and between described upper coaming plate with lower coaming plate, the axial sliding movement of reference column is connected vertically;
Described flexible member is arranged on each axial location post.
2. device according to claim 1, is characterized in that, is bolted between described upper coaming plate and lower coaming plate, and described upper coaming plate is provided with the bar hole for erection bolt.
3. device according to claim 1, is characterized in that, described flexible member is disc spring, high-bearing spring or the flexible member that made by high-bearing elastomeric material.
4. device according to claim 1, is characterized in that, the quantity of described axial location post is no less than 4.
5. device according to claim 1, is characterized in that, described axial location post is axle or axial shell.
6. device according to claim 1, is characterized in that, the profile of described lower connection pedestal is square, oval, circular, rhombus or polygon.
CN201520763283.5U 2015-09-29 2015-09-29 A levelling device for surmounting layer construction platform or die carrier Expired - Fee Related CN205088936U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201520763283.5U CN205088936U (en) 2015-09-29 2015-09-29 A levelling device for surmounting layer construction platform or die carrier

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201520763283.5U CN205088936U (en) 2015-09-29 2015-09-29 A levelling device for surmounting layer construction platform or die carrier

Publications (1)

Publication Number Publication Date
CN205088936U true CN205088936U (en) 2016-03-16

Family

ID=55479637

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201520763283.5U Expired - Fee Related CN205088936U (en) 2015-09-29 2015-09-29 A levelling device for surmounting layer construction platform or die carrier

Country Status (1)

Country Link
CN (1) CN205088936U (en)

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Date Code Title Description
C14 Grant of patent or utility model
GR01 Patent grant
CF01 Termination of patent right due to non-payment of annual fee

Granted publication date: 20160316

Termination date: 20180929

CF01 Termination of patent right due to non-payment of annual fee