CN202990427U - Climbing discharging platform - Google Patents
Climbing discharging platform Download PDFInfo
- Publication number
- CN202990427U CN202990427U CN 201220727151 CN201220727151U CN202990427U CN 202990427 U CN202990427 U CN 202990427U CN 201220727151 CN201220727151 CN 201220727151 CN 201220727151 U CN201220727151 U CN 201220727151U CN 202990427 U CN202990427 U CN 202990427U
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- discharging platform
- climbing
- frame
- steel
- guardrail
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Abstract
The utility model discloses a climbing discharging platform which comprises a steel frame (1). A footboard (2) is arranged on the steel frame (1), one side of the steel frame (1) is connected with a climbing frame truss (3), and two sides of the steel frame (1) away from the climbing frame truss (3) are connected with a climbing frame (5) through steel wire ropes (4). According to the climbing discharging platform, the discharging platform is made into a permanent platform through profile steel and fixedly connected with the climbing frame truss on an attached lifting scaffold, two sides of one end of the discharging platform away from a building are slantwise drawn on the climbing frame of the attached lifting scaffold through the steel wire ropes respectively. The discharging platform can lift synchronously along with the attached lifting scaffold, so that dismounting of a prior discharging platform and troubles and potential safety hazards caused by rebuilding of the discharging platform on novel floors for one floor lifted are prevented, the main structure construction safety is guaranteed, and the construction period is shortened effectively.
Description
Technical field
The utility model relates to a kind of climbing type discharging platform, belongs to technical field of buildings.
Background technology
Along with highrise building constantly increases, attachment type raise scaffold is fully universal, and attachment type raise scaffold can carry out Integral lifting along with the rising of building.Therefore traditional overhanging type discharging platform can not adapt to the needs of attachment type raise scaffold.If set up traditional overhanging type discharging platform outside attachment type raise scaffold, when setting up, the climbing frame trusses that the discharging platform cantilever steel girder must pass through attachment type raise scaffold is anchored on floor plates, and every rising one deck of attachment type raise scaffold, all to remove discharging platform and again set up at new layer, unusual trouble, discharging platform repeatedly set up dismounting, bring long-term potential safety hazard to the job site, and increase operating personnel's workload.
Summary of the invention
The purpose of this utility model is, a kind of climbing type discharging platform is provided, and discharging platform is fixed on the climbing frame trusses of attachment type raise scaffold, and carries out the permanent protection of discharging platform.Can not adapt to the problem of attachment type raise scaffold job requirement to solve traditional discharging platform, overcome the deficiencies in the prior art.
The technical solution of the utility model:
A kind of climbing type discharging platform comprises steel frame, and steel frame is provided with pedal, and steel frame one side is connected with the climbing frame trusses, is connected with climbing frame through wire rope away from the steel frame both sides of climbing frame trusses.
In aforementioned discharging platform, described steel frame comprises two semi girders, and the linkage section of semi girder one end is connected with the climbing frame trusses; All the other sections of semi girder connect through one group of crossbeam; Concordant with the semi girder end away from the crossbeam of climbing frame trusses.
In aforementioned discharging platform, described semi girder is No. 16 i iron of length 3500mm, and one group of crossbeam comprises that four length are No. 16 i iron of 3000mm.
In aforementioned discharging platform, described steel frame both sides and top are equipped with guardrail, and guardrail welds or is connected through bolt with steel frame; The guardrail on steel frame top is provided with the discharging breach.
In aforementioned discharging platform, described guardrail is C32 steel bar welding fitting, and the bottom of guardrail inboard is welded with protected apron, and the top of guardrail inboard is welded with expanded metal lath.
In aforementioned discharging platform, the protected apron of described guardrail lower inside is that thickness is the general steel plate of 1mm.
In aforementioned discharging platform, the linkage section of described semi girder is connected with the climbing frame trusses through U-shaped hoop, pressing plate and nut.
In aforementioned discharging platform, the end of described linkage section is lower than climbing frame trusses inside edge.
In aforementioned discharging platform, described pedal is the thick checkered steel plate of 3mm.
Compared with prior art, the utility model is made permanent platform with shaped steel with discharging platform, discharging platform is fixedly connected with climbing frame trusses on attachment type raise scaffold, discharging platform away from end both sides of building respectively with on the wire rope inclined climbing frame that is pulled on attachment type raise scaffold.So, discharging platform just can be along with the attachment type raise scaffold synchronization lifting.Avoided every lifting one deck, all will remove original discharging platform and again set up trouble and the potential safety hazard of discharging platform at new layer.Main structure construction is guaranteed safely, has effectively shortened the construction period.
Description of drawings
Fig. 1 is structural representation of the present utility model;
Fig. 2 is the structural representation of steel frame;
Fig. 3 is the structural representation of discharging platform;
Fig. 4 is the partial enlarged drawing of A in Fig. 1;
Fig. 5 is the schematic diagram that the utility model and floor plates flush.
Being labeled as in figure: 1-steel frame, 2-pedal, 3-climbing frame trusses, 4-wire rope, 5-climbing frame, 6-semi girder, 7-linkage section, 8-crossbeam, 9-guardrail, 10-discharging breach, 11-protected apron, 12-expanded metal lath, 13-U type hoop, 14-pressing plate, 15-nut, 16-channel-section steel, 17-floor plates.
The specific embodiment
The utility model is described in further detail below in conjunction with accompanying drawing, but not as to any restriction of the present utility model.
A kind of climbing type discharging platform as shown in Figure 1, comprises steel frame 1, and steel frame 1 is provided with pedal 2, and pedal 2 is the thick checkered steel plate of 3mm.Steel frame 1 one sides are connected with climbing frame trusses 3, are connected with climbing frame 5 through wire rope 4 away from steel frame 1 both sides of climbing frame trusses 3.Steel frame 1 comprises two semi girders 6 as shown in Figure 2, and the linkage section 7 of semi girder 6 one ends is connected with climbing frame trusses 3, and linkage section 7 length are 1000mm; All the other sections of semi girder 6 connect through one group of crossbeam 8; Concordant with semi girder 6 ends away from the crossbeam of climbing frame trusses 3.Semi girder 6 is No. 16 i iron of length 3500mm, and one group of crossbeam 8 comprises that four length are No. 16 i iron of 3000mm.As shown in Figure 3, steel frame 1 both sides and top are equipped with guardrail 9, and guardrail 9 welds or is connected through bolt with steel frame 1; The guardrail on steel frame 1 top is provided with discharging breach 10.Guardrail 9 is C32 steel bar welding fitting, and the bottom of guardrail 9 inboards is welded with protected apron 11, and the top of guardrail 9 inboards is welded with expanded metal lath 12.The protected apron 11 of guardrail 9 lower inside is the general steel plate of 1mm for thickness.As shown in Figure 4, the linkage section 7 of semi girder is connected with nut through U-shaped hoop 13, pressing plate 14 and is connected with climbing frame trusses 3.The end of aforementioned linkage section 7 is lower than climbing frame trusses 3 inside edges.
Fig. 5 is the utility model and the floor plates schematic diagram when flushing, when climbing type discharging platform of the present utility model and floor flush, two back-to-back channel-section steels 16 are connected with anchor bolt on being embedded in floor plates, leave the gap between two channel-section steels 16, the gap is greater than the thickness of the i iron intermediate vertical muscle that consists of discharging platform semi girder 6, the model of channel-section steel 16 is less than the model of i iron, can insert in the groove of i iron, semi girder 6 is clipped between two channel-section steels, and with bolt, channel-section steel and i iron is fixed together.
Specific implementation process of the present utility model
First by making discharging platform shown in Figure 3, discharging platform is welded into steel frame 1, semi girder 6 and No. 16 i iron of crossbeam 8 employings of 3m * 2.5m with 2 semi girders 6 and 4 crossbeams 8.The thick checkered steel plate of welding 3mm on steel frame 1.Steel frame 1 side is adopted the welding of C32 reinforcing bar 1200mm is high and goes along with sb. to guard him, and goes along with sb. to guard him the bottom 600 high 1mm of employing steel plates sealing, and top 600mm adopts close order expanded metal lath enclosing.Discharging platform is anterior to be reserved 600 and widely goes out discharging breach 10, and discharging breach 10 places can arrange the reinforcing bar hook, and the used time is inserted temporary guard rail, prevents accident by temporary guard rail.
Then as shown in Figure 1, the discharging platform that the completes U-shaped hoop 13 with 3 A20 is fixed on the climbing frame trusses 3 of attachment type raise scaffold bottom, adopt the A20 round steel to make suspension ring and be welded on discharging platform main stress girder steel and encorbelment end with interior 200mm place, second suspension ring is set for the wire rope drawknot apart from first suspension ring 400mm place.Wire rope 4 top suspension centres are fixed on the climbing frame 5 of attachment type raise scaffold.Climbing frame climb complete after, unclamp semi girder root bolt, adopt 2 No. 14 channel-section steels 16 that the semi girder spreading is extended to and be embedded with in snap ring fixingly in floor plates 17, channel-section steel and i iron are fixed with 3 No. 20 bolts.Then unclamp discharging platform and attachment type raise scaffold the bottom climbing frame trusses 3 on the drawknot point, the top suspension centre is moved on the snap ring of floor plates 17.During drawknot, wire rope must be strained, and the 10-15 degree tilts to make discharging platform be upwards, guarantees that discharging platform in use throws off with outrigger.Drawknot wire rope two ends adopt 4 wire clips to fix, and arrange on wire rope and spend blue bolt, are convenient to adjust the fastening degree of wire rope.Outrigger climb complete after, wire rope 4 top suspension centres move on the pre-buried snap ring of structural beams.During the tie point of conversion wire rope, should be first the wire rope on floor plates and semi girder 6 ends be connected, and then unclamp wire rope on climbing frame, in case the discharging platform landing.Suspension centre and the discharging platform of the wire rope of semi girder 6 ends on the upper floor plate is wide, and the wire rope angle is controlled at 45 ° to 60 °.Can make during fastening steel wire rope discharging platform encorbelment the end slightly high, whole platform horizontal tilt angle is controlled at 15 to 20 °.The wire rope two ends are fixed with four wire clips respectively, and the wire clips mouth is towards wire rope one side.Attachment type raise scaffold climbs in process, the linkage section of steel frame is fixed by bolts on scaffold, after scaffold climbs and puts in place, remove the i iron set bolt, connect spreading with bolt after two channel-section steels 16 on floor plates are inserted i iron, channel-section steel extends in floor fixing in the embedded U-shaped snap ring.
By above improvement, make discharging platform and outrigger overall appearance, safe and reliable, convenient operation, and do not need tower crane repeatedly to coordinate dismounting is repeatedly taken the frontier defense of facing of dismounting material position of platform and is protected.The method can be constructed with agent structure is interspersed, thereby has greatly saved the construction period, reduces potential safety hazard.
Claims (9)
1. climbing type discharging platform, it is characterized in that: comprise steel frame (1), steel frame (1) is provided with pedal (2), and steel frame (1) one side is connected with climbing frame trusses (3), is connected with climbing frame (5) through wire rope (4) away from steel frame (1) both sides of climbing frame trusses (3).
2. discharging platform according to claim 1, it is characterized in that: aforementioned steel frame (1) comprises two semi girders (6), the linkage section (7) of semi girder (6) one ends is connected with climbing frame trusses (3); All the other sections of semi girder (6) connect through one group of crossbeam (8); Concordant with semi girder (6) end away from the crossbeam of climbing frame trusses (3).
3. discharging platform according to claim 2, it is characterized in that: aforementioned semi girder (6) is No. 16 i iron of length 3500mm, one group of crossbeam (8) comprises that four length are No. 16 i iron of 3000mm.
4. discharging platform according to claim 1, it is characterized in that: aforementioned steel frame (1) both sides and top are equipped with guardrail (9), and guardrail (9) is with steel frame (1) welding or be connected through bolt; The guardrail on steel frame (1) top is provided with discharging breach (10).
5. discharging platform according to claim 1, it is characterized in that: aforementioned guardrail (9) is C32 steel bar welding fitting, and guardrail (9) inboard bottom is welded with protected apron (11), and guardrail (9) inboard top is welded with expanded metal lath (12).
6. discharging platform according to claim 5, it is characterized in that: the protected apron (11) of aforementioned guardrail (9) lower inside is the general steel plate of 1mm for thickness.
7. discharging platform according to claim 2, it is characterized in that: the linkage section of aforementioned semi girder (7) is connected 15 through U-shaped hoop (13), pressing plate (14) with nut) be connected with climbing frame trusses (3).
8. discharging platform according to claim 7, it is characterized in that: the end of aforementioned linkage section (7) is lower than climbing frame trusses (3) inside edge.
9. discharging platform according to claim 1, it is characterized in that: aforementioned pedal (2) is the thick checkered steel plate of 3mm.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201220727151 CN202990427U (en) | 2012-12-26 | 2012-12-26 | Climbing discharging platform |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201220727151 CN202990427U (en) | 2012-12-26 | 2012-12-26 | Climbing discharging platform |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN202990427U true CN202990427U (en) | 2013-06-12 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN 201220727151 Expired - Fee Related CN202990427U (en) | 2012-12-26 | 2012-12-26 | Climbing discharging platform |
Country Status (1)
| Country | Link |
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| CN (1) | CN202990427U (en) |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103526935A (en) * | 2013-11-01 | 2014-01-22 | 中国建筑第二工程局有限公司 | Integral lifting method of unloading platform |
| CN107165398A (en) * | 2017-05-31 | 2017-09-15 | 广西互恒建筑材料有限公司 | Discharging platform lifts connector |
| CN111764661A (en) * | 2020-06-29 | 2020-10-13 | 中国五冶集团有限公司 | Overhanging type material platform with transverse supporting system |
| WO2021120416A1 (en) * | 2019-12-20 | 2021-06-24 | 南京旭羽睿材料科技有限公司 | Continuous climbing device for 3d printer used for buildings |
-
2012
- 2012-12-26 CN CN 201220727151 patent/CN202990427U/en not_active Expired - Fee Related
Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103526935A (en) * | 2013-11-01 | 2014-01-22 | 中国建筑第二工程局有限公司 | Integral lifting method of unloading platform |
| CN103526935B (en) * | 2013-11-01 | 2015-10-28 | 中国建筑第二工程局有限公司 | Integral lifting method of unloading platform |
| CN107165398A (en) * | 2017-05-31 | 2017-09-15 | 广西互恒建筑材料有限公司 | Discharging platform lifts connector |
| WO2021120416A1 (en) * | 2019-12-20 | 2021-06-24 | 南京旭羽睿材料科技有限公司 | Continuous climbing device for 3d printer used for buildings |
| CN111764661A (en) * | 2020-06-29 | 2020-10-13 | 中国五冶集团有限公司 | Overhanging type material platform with transverse supporting system |
| CN111764661B (en) * | 2020-06-29 | 2021-11-23 | 中国五冶集团有限公司 | Overhanging type material platform with transverse supporting system |
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Legal Events
| 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: 20130612 Termination date: 20151226 |
|
| EXPY | Termination of patent right or utility model |