CN204754248U - Super high -rise building construction elevator regularization connects material platform - Google Patents

Super high -rise building construction elevator regularization connects material platform Download PDF

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Publication number
CN204754248U
CN204754248U CN201520468145.4U CN201520468145U CN204754248U CN 204754248 U CN204754248 U CN 204754248U CN 201520468145 U CN201520468145 U CN 201520468145U CN 204754248 U CN204754248 U CN 204754248U
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CN
China
Prior art keywords
angle steel
steel
tumbler
angle
junction plate
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
CN201520468145.4U
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Chinese (zh)
Inventor
雷克
黎良青
白洁
李晓雷
张颢
余林峰
鲍旺
徐光灵
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China Construction Eighth Engineering Division Co Ltd
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China Construction Eighth Engineering Division Co Ltd
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Priority to CN201520468145.4U priority Critical patent/CN204754248U/en
Application granted granted Critical
Publication of CN204754248U publication Critical patent/CN204754248U/en
Expired - Fee Related legal-status Critical Current
Anticipated expiration legal-status Critical

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Abstract

The utility model discloses a super high -rise building construction elevator regularization connects material platform, its characterized in that: including the landing slab that is used for fixing the skeleton on the structure roof beam and is used for connecing the material, the structure roof beam includes first angle steel, the second angle steel, the third angle steel, wherein, first angle steel level sets up, the vertical setting of second angle steel, the slope of third angle steel sets up, the both ends of first angle steel respectively welded fastening in the one end at second angle and the one end of third angle steel, the other end at second angle and the other end welded fastening of third steel, be provided with the mounting hole on the second angle steel, be provided with expansion bolts on the mounting hole, thereby with structure roof beam monolithic stationary on the structure boundary beam of building, be provided with two shock -absorbing structure on the first angle steel. Adopt this kind of structure, the wholeness is stronger, can realize integral erection, and it is complicated and consuming time more that the comparison is built at the scene of having solved, and bearing capacity is strong for the structure roof beam, and structural strength is high to set up shock -absorbing structure, realize that the buffering heavy object strikes, has improved the security performance.

Description

Construction of super highrise building hoist regularization material receiving
Technical field
The utility model relates to a kind of construction of super highrise building hoist regularization material receiving.
Background technology
Along with super highrise building gets more and more, in construction of super highrise building process, construction elevator uses very general as vertical transport instrument.Need between construction elevator and agent structure to arrange transport channel, the transport channel of current construction elevator syndeton generally adopts ground steel pipe scaffold and overhanging type steel pipe scaffold to set up, but ground steel pipe scaffold has the restriction of scaffolding height, and there is larger potential safety hazard, be not suitable for super highrise building, therefore construction of super highrise building hoist transport channel generally adopts overhanging type steel pipe scaffold.Overhanging type steel pipe scaffold interface channel there will be following problem: set up process need and use the materials such as a large amount of steel pipe, fastener, more complicated is built and consuming time more in scene, structural strength is relatively low, when running into impact, easily buffer structure is not set, easily cause structural damage, cause potential safety hazard.
Utility model content
The purpose of this utility model is to overcome above shortcomings in prior art, and provides a kind of reasonable in design, can solve the potential safety hazard of steel pipe scaffold, the easy for installation and construction of super highrise building hoist regularization material receiving that security performance is good.
The technical scheme in the invention for solving the above technical problem is:
A kind of construction of super highrise building hoist regularization material receiving, it is characterized in that: comprise for being fixed on the skeleton in structural beams and the landing slab for splicing, structural beams comprises the first angle steel, second angle steel, triangular steel, wherein, first angle steel is horizontally disposed with, second angle steel is vertically arranged, triangular steel is obliquely installed, the two ends of the first angle steel are weldingly fixed on one end of second jiao and one end of triangular steel respectively, the other end of second jiao and the other end of the 3rd steel are welded and fixed, second angle steel is provided with installing hole, installing hole is provided with expansion bolt, thus structural beams entirety is fixed on the structure side bar of building, first angle steel is provided with two shock-damping structures, described shock-damping structure comprises flexible resilient part, shell body, tumbler, upper connector and lower connector, shell body is provided with square installing space, four interior angle places of installing space are respectively arranged with four columniform flexible resilient parts, flexible resilient part adopts rubber, tumbler is square, tumbler inserts in described installing space, flexible resilient part is clamped between two inwalls of installing space and an outer wall of tumbler, upper connector is fixed therein on the tumbler in an installing space, lower connector is fixed on the tumbler in another installing space, upper connector and lower connector all arrange junction plate, junction plate on upper connector is parallel with the junction plate on lower connector, junction plate on junction plate on upper connector and lower connector is all that angle is arranged with shell body, junction plate on junction plate on upper connector and lower connector is separately fixed on landing slab and the first angle steel.Adopt this structure, globality is stronger, integral installation can be realized, more complicated is built and consuming time more in the scene of solving, structural beams supporting capacity is strong, structural strength is high, and shock-damping structure is set, the tumbler opposite shell body on upper connector can be caused to rotate by unloading the impact that loads causes, thus cause four flexible resilient parts to produce certain elastic torque to the tumbler on upper connector, corresponding shell body also has the trend of rotating on the first connector, thus cause four flexible resilient parts to produce certain elastic torque to the tumbler on the first connector, thus realize buffering heavy impact, improve security performance.
As preferably, supervising device is provided with between landing slab and the first angle steel, supervising device comprises housing and is arranged on the supervisory circuit in housing, described supervisory circuit comprises control chip, limit switch, gsm module, alarm buzzer, described limit switch, gsm module, alarm buzzer connection control chip, described limit switch is arranged on the top of housing, landing slab is made to be subject to goods gravity when overwhelming to a certain degree, trigger limit switch, control chip controls alarm buzzer and gives a warning, and dangerous information is sent to remote monitoring terminal by gsm module, adopt this structure, can to landing slab exceed setting scope of activities sinking regard as impact excessive, and by limit switch perception, thus realize instant safety alarm, remind operating personnel's safe construction, and gsm module structure is convenient to the overweight risky operation that administrative staff monitor material receiving.
As preferably, every root second angle steel is provided with three installing holes.
As preferably, described landing slab adopts embossing steel plate to be made.
The utility model compared with prior art, has the following advantages and effect:
Globality is comparatively strong, can realize integral installation, and more complicated is built and consuming time more in the scene of solving, and structural beams supporting capacity is strong, and structural strength is high, does not need the pre-buried component of advance reservation, avoids the problems such as pre-buried off normal.And shock-damping structure is set, the tumbler opposite shell body on upper connector can be caused to rotate by unloading the impact that loads causes, thus cause four flexible resilient parts to produce certain elastic torque to the tumbler on upper connector, corresponding shell body also has the trend of rotating on the first connector, thus cause four flexible resilient parts to produce certain elastic torque to the tumbler on the first connector, thus realize buffering heavy impact, improve security performance.
Accompanying drawing explanation
Fig. 1 is the structural representation of the utility model embodiment.
Fig. 2 is the structural representation of the utility model embodiment shock-damping structure.
Fig. 3 is that the circuit of the utility model embodiment supervising device connects block diagram.
Detailed description of the invention
Below in conjunction with accompanying drawing, also by embodiment, the utility model is described in further detail, and following examples are that the utility model is not limited to following examples to explanation of the present utility model.
See Fig. 1-Fig. 3, the present embodiment construction of super highrise building hoist regularization material receiving, comprise for being fixed on the skeleton in structural beams and the landing slab 4 for splicing, structural beams comprises the first angle steel 1, second angle steel 2, triangular steel 3, wherein, first angle steel 1 is horizontally disposed with, second angle steel 2 is vertically arranged, triangular steel 3 is obliquely installed, the two ends of the first angle steel 1 are weldingly fixed on one end of second jiao and one end of triangular steel 3 respectively, the other end of second jiao and the other end of the 3rd steel are welded and fixed, second angle steel 2 is provided with installing hole, installing hole is provided with expansion bolt 5, thus structural beams entirety is fixed on the structure side bar 8 of building, first angle steel 1 is provided with two shock-damping structures 6, described shock-damping structure 6 comprises flexible resilient part 61, shell body 62, tumbler 63, upper connector 64 and lower connector 65, shell body 62 is provided with square installing space, four interior angle places of installing space are respectively arranged with four columniform flexible resilient parts 61, flexible resilient part 61 adopts rubber, tumbler 63 is square, tumbler 63 inserts in described installing space, flexible resilient part 61 is clamped between two inwalls of installing space and an outer wall of tumbler 63, upper connector 64 is fixed therein on the tumbler 63 in an installing space, lower connector 65 is fixed on the tumbler 63 in another installing space, upper connector 64 and lower connector 65 all arrange junction plate 66, junction plate 66 on upper connector 64 is parallel with the junction plate 66 on lower connector 65, junction plate 66 on junction plate 66 on upper connector 64 and lower connector 65 is all arranged in angle with shell body 62, junction plate 66 on junction plate 66 on upper connector 64 and lower connector 65 is separately fixed on landing slab 4 and the first angle steel 1.Adopt this structure, globality is stronger, integral installation can be realized, more complicated is built and consuming time more in the scene of solving, structural beams supporting capacity is strong, structural strength is high, and shock-damping structure 6 is set, the tumbler 63 opposite shell body 62 on upper connector 64 can be caused to rotate by unloading the impact that loads causes, thus cause the tumbler 63 on four flexible resilient parts, 61 pairs of upper connectors 64 to produce certain elastic torque, corresponding shell body 62 also has the trend of rotating on the first connector, thus cause four flexible resilient parts 61 to produce certain elastic torque to the tumbler 63 on the first connector, thus realize buffering heavy impact, improve security performance.Supervising device 7 is provided with between landing slab 4 and the first angle steel 1, supervising device 7 comprises housing and is arranged on the supervisory circuit in housing, described supervisory circuit comprises control chip, limit switch, gsm module, alarm buzzer, described limit switch, gsm module, alarm buzzer connection control chip, described limit switch is arranged on the top of housing, landing slab 4 is made to be subject to goods gravity when overwhelming to a certain degree, trigger limit switch, control chip controls alarm buzzer and gives a warning, and dangerous information is sent to remote monitoring terminal by gsm module, adopt this structure, can to landing slab 4 exceed setting scope of activities sinking regard as impact excessive, and by limit switch perception, thus realize instant safety alarm, remind operating personnel's safe construction, and gsm module structure is convenient to the overweight risky operation that administrative staff monitor material receiving.Every root second angle steel 2 is provided with three installing holes.Described landing slab 4 adopts embossing steel plate to be made.
Above content described in this manual is only to the explanation of the utility model example.The utility model person of ordinary skill in the field can make various amendment or supplements or adopt similar mode to substitute to described specific embodiment; only otherwise depart from the content of the utility model manual or surmount this scope as defined in the claims, protection domain of the present utility model all should be belonged to.

Claims (4)

1. a construction of super highrise building hoist regularization material receiving, it is characterized in that: comprise for being fixed on the skeleton in structural beams and the landing slab for splicing, structural beams comprises the first angle steel, second angle steel, triangular steel, wherein, first angle steel is horizontally disposed with, second angle steel is vertically arranged, triangular steel is obliquely installed, the two ends of the first angle steel are weldingly fixed on one end of second jiao and one end of triangular steel respectively, the other end of second jiao and the other end of the 3rd steel are welded and fixed, second angle steel is provided with installing hole, installing hole is provided with expansion bolt, thus structural beams entirety is fixed on the structure side bar of building, first angle steel is provided with two shock-damping structures, described shock-damping structure comprises flexible resilient part, shell body, tumbler, upper connector and lower connector, shell body is provided with square installing space, four interior angle places of installing space are respectively arranged with four columniform flexible resilient parts, flexible resilient part adopts rubber, tumbler is square, tumbler inserts in described installing space, flexible resilient part is clamped between two inwalls of installing space and an outer wall of tumbler, upper connector is fixed therein on the tumbler in an installing space, lower connector is fixed on the tumbler in another installing space, upper connector and lower connector all arrange junction plate, junction plate on upper connector is parallel with the junction plate on lower connector, junction plate on junction plate on upper connector and lower connector is all that angle is arranged with shell body, junction plate on junction plate on upper connector and lower connector is separately fixed on landing slab and the first angle steel.
2. construction of super highrise building hoist regularization material receiving according to claim 1, it is characterized in that: between landing slab and the first angle steel, be provided with supervising device, supervising device comprises housing and is arranged on the supervisory circuit in housing, described supervisory circuit comprises control chip, limit switch, gsm module, alarm buzzer, described limit switch, gsm module, alarm buzzer connection control chip, described limit switch is arranged on the top of housing, landing slab is made to be subject to goods gravity when overwhelming to a certain degree, trigger limit switch, control chip controls alarm buzzer and gives a warning, and dangerous information is sent to remote monitoring terminal by gsm module.
3. construction of super highrise building hoist regularization material receiving according to claim 1, is characterized in that: every root second angle steel is provided with three installing holes.
4. construction of super highrise building hoist regularization material receiving according to claim 1, is characterized in that: described landing slab adopts embossing steel plate to be made.
CN201520468145.4U 2015-07-02 2015-07-02 Super high -rise building construction elevator regularization connects material platform Expired - Fee Related CN204754248U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201520468145.4U CN204754248U (en) 2015-07-02 2015-07-02 Super high -rise building construction elevator regularization connects material platform

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201520468145.4U CN204754248U (en) 2015-07-02 2015-07-02 Super high -rise building construction elevator regularization connects material platform

Publications (1)

Publication Number Publication Date
CN204754248U true CN204754248U (en) 2015-11-11

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Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN106088602A (en) * 2016-07-23 2016-11-09 尚梅 A kind of construction of super highrise building elevator material-receiving device
CN106193565A (en) * 2016-08-29 2016-12-07 中国建筑第五工程局有限公司安徽分公司 A kind of tool combination type people's goods elevator material receiving and installation method
CN108910760A (en) * 2018-08-08 2018-11-30 北京鼎翰科技有限公司 A kind of high-building construction elevator material-receiving device

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN106088602A (en) * 2016-07-23 2016-11-09 尚梅 A kind of construction of super highrise building elevator material-receiving device
CN106088602B (en) * 2016-07-23 2018-01-16 西安科技大学 A kind of construction of super highrise building lift material-receiving device
CN106193565A (en) * 2016-08-29 2016-12-07 中国建筑第五工程局有限公司安徽分公司 A kind of tool combination type people's goods elevator material receiving and installation method
CN108910760A (en) * 2018-08-08 2018-11-30 北京鼎翰科技有限公司 A kind of high-building construction elevator material-receiving device

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

Granted publication date: 20151111

Termination date: 20160702