CN205012673U - Superelevation layer steel bar truss combination floor reinforcing bar marine leg - Google Patents
Superelevation layer steel bar truss combination floor reinforcing bar marine leg Download PDFInfo
- Publication number
- CN205012673U CN205012673U CN201520784577.6U CN201520784577U CN205012673U CN 205012673 U CN205012673 U CN 205012673U CN 201520784577 U CN201520784577 U CN 201520784577U CN 205012673 U CN205012673 U CN 205012673U
- Authority
- CN
- China
- Prior art keywords
- steel
- reinforcing bar
- frame
- steel frame
- floor reinforcing
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- 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
Links
- 229910000831 Steel Inorganic materials 0.000 title claims abstract description 79
- 239000010959 steel Substances 0.000 title claims abstract description 79
- 230000003014 reinforcing effect Effects 0.000 title claims abstract description 27
- 239000002131 composite material Substances 0.000 claims description 12
- 230000015572 biosynthetic process Effects 0.000 claims 1
- 238000010276 construction Methods 0.000 abstract description 6
- 239000000725 suspension Substances 0.000 description 10
- 238000007599 discharging Methods 0.000 description 7
- 238000000034 method Methods 0.000 description 5
- 239000000463 material Substances 0.000 description 3
- 238000005516 engineering process Methods 0.000 description 2
- 239000000284 extract Substances 0.000 description 2
- 230000009286 beneficial effect Effects 0.000 description 1
- 230000007547 defect Effects 0.000 description 1
- 230000001934 delay Effects 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
Landscapes
- Conveying And Assembling Of Building Elements In Situ (AREA)
Abstract
The utility model discloses a superelevation layer steel bar truss combination floor reinforcing bar marine leg, characterized by: include steel skeleton (1) that constitutes by the channel -section steel, locate lug (2) of steel skeleton (1) both sides bottoms and locate side railing (3) of steel skeleton (1) upper portion both sides, biparting shutter (4) that have the open -close type are opened to steel skeleton (1) one end, steel skeleton (1) inside a plurality of steel cylinder (5) that is equipped with. The utility model discloses guaranteeing under the safe prerequisite that from simplifying the construction method, cost -effective angle is considered, has designed the special cableway bucket of reinforcing bar handling. Its construction convenience, swift, with low costs.
Description
Technical field
The utility model relates to building operations hanging device field, particularly relates to a kind of Super High steel bar girder composite floor reinforcing bar marine leg.
Background technology
Super high rise structure, horizontal structure often adopts steel bar truss floor support plate composite floor, and handling material is substantially all reinforcing bar, and bar diameter is less, and length reaches 6m, and consumption is less.If installation discharging platform, conventional discharging platform cannot meet reinforcing bar length requirement, and during handling reinforcing bar, floorslab concrete is not built, and discharging platform fixes that difficulty is large, position fixes and danger coefficient is high; Floor is more and utilization rate is low.
And the handling material means of routine adopts the delivery such as hoisting machine or hoist mostly, the discharging operation of not only feeding is loaded down with trivial details, and transport process expends time in length, delays construction speed greatly.
Utility model content
Technical problem to be solved in the utility model is: for conventional lifting machine existing defect in lifting reinforcing bar process, a kind of Super High steel bar girder composite floor reinforcing bar marine leg is provided, can deliver reinforcing bar to the position needing discharging easily, convenient construction personnel extract bar material.
The utility model solves the problems of the technologies described above adopted technical scheme:
A kind of Super High steel bar girder composite floor reinforcing bar marine leg, comprise be made up of channel-section steel steel frame, be located at the hanger of described steel frame two side bottom and be located at the lateral rail of both sides, described steel frame top; Described steel frame one end has the biparting gear door of opening-closing type, and described steel frame inside is provided with several steel cylinders.
Steel frame is orthogonal, and outer side covers is fixed with steel plate.
The channel-section steel forming steel frame is divided into thick channel-section steel and stria steel, and described thick channel-section steel forms steel frame under(-)chassis, and described stria steel forms steel frame both sides and top frame.
The ear hole of hanger is respectively by wire rope tractive.
Lateral rail is the rectangular frame be made up of square tube.
The latch fixing with steel frame is provided with in the middle part of gear door.
The beneficial effect that the utility model adopts technique scheme to have is:
The utility model under the premise that security is guaranteed, from simplification construction method, consider, devises the special suspension bucket of reinforcing bar handling by cost-saving angle.Its easy construction, quick, cost is low.
Accompanying drawing explanation
Below in conjunction with accompanying drawing, the utility model is described in further detail
Fig. 1 is front schematic view of the present utility model
Fig. 2 is the schematic diagram that the utility model has gear door one end
Fig. 3 is top view of the present utility model
Wherein, 1-steel frame, 2-hanger, 3-lateral rail, the biparting gear door of 4-, 5-steel cylinder, 6-steel plate, 7-wire rope, 8-latch
Detailed description of the invention
A kind of Super High steel bar girder composite floor reinforcing bar marine leg as shown in figures 1 and 3, comprises the steel frame 1 be made up of channel-section steel, the hanger 2 being located at steel frame 1 liang of side bottom and is located at the lateral rail 3 of both sides, steel frame 1 top; Steel frame 1 one end has the gear door 4 of opening-closing type, and steel frame 1 inside is provided with several steel cylinders 5.When utilizing this device handling reinforcing bar, be placed in suspension bucket by the reinforcing bar processed, by guard rail pull-up, adopt tower crane to be winched to by hopper and need discharging position, hopper gos deep into being not less than 1m in structure, and stay cord is fixed on floor, the not loose hook of tower crane.Reinforcing bar is released by operating personnel, and after discharging, hopper hangs away by tower crane, carries out handling process next time.
Steel frame 1 is orthogonal, and outer side covers is fixed with steel plate 6, when guaranteeing to bear reinforcing bar weight, also preventing reinforcing bar from revealing by steel plate and dropping.
The channel-section steel forming steel frame 1 is divided into thick channel-section steel and stria steel, and described thick channel-section steel forms steel frame 1 under(-)chassis, and described stria steel forms steel frame both sides and top frame.
The ear hole of hanger 2 is respectively by wire rope 7 tractive, and lifting rope selects the wire rope of regular manufacturer production, and hopper both sides lifting rope length is consistent, ensures that suspension bucket is in the aerial balance of height.
Lateral rail 3 is the rectangular frame be made up of square tube, and Main Function is security protection.
As shown in Figure 2, keep off in the middle part of door 4 and be provided with the latch 8 fixing with steel frame 1.
The use procedure of this case device is as follows:
(1) floor bar processed is divided into wisp, every 10 reinforcing bars are wisp, and layering is positioned in suspension bucket.
(2) be fixed on crane hook by suspension bucket lifting rope, tower crane lifts by crane, by suspension bucket handling to operation floor.
(3) adopt drag hook to hook stay cord, hand fit's tower crane is in place by suspension bucket, and time in place, suspension bucket stretches in structure and is no less than 1m, opens the biparting shelves door of bucket front, manually extracts reinforcing bar in suspension bucket out by roller bearing.
(4) close bucket front shelves door, with tower crane, suspension bucket is left under order, repeat next operation.
Claims (6)
1. a Super High steel bar girder composite floor reinforcing bar marine leg, is characterized in that: comprise be made up of channel-section steel steel frame (1), be located at the hanger (2) of described steel frame (1) two side bottom and be located at the lateral rail (3) of described steel frame (1) both sides, top; Described steel frame (1) one end has the biparting gear door (4) of opening-closing type, and described steel frame (1) inside is provided with several steel cylinders (5).
2. Super High steel bar girder composite floor reinforcing bar marine leg according to claim 1, it is characterized in that: described steel frame (1) is orthogonal, outer side covers is fixed with steel plate (6).
3. Super High steel bar girder composite floor reinforcing bar marine leg according to claim 1 and 2, it is characterized in that: the channel-section steel of described formation steel frame (1) is divided into thick channel-section steel and stria steel, described thick channel-section steel forms steel frame (1) under(-)chassis, and described stria steel forms steel frame (1) both sides and top frame.
4. Super High steel bar girder composite floor reinforcing bar marine leg according to claim 1, is characterized in that: the ear hole of described hanger (2) is respectively by wire rope (7) tractive.
5. Super High steel bar girder composite floor reinforcing bar marine leg according to claim 1, is characterized in that: described lateral rail (3) is the rectangular frame be made up of square tube.
6. Super High steel bar girder composite floor reinforcing bar marine leg according to claim 1, is characterized in that: described gear door (4) middle part is provided with the latch (8) fixing with steel frame (1).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520784577.6U CN205012673U (en) | 2015-10-10 | 2015-10-10 | Superelevation layer steel bar truss combination floor reinforcing bar marine leg |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520784577.6U CN205012673U (en) | 2015-10-10 | 2015-10-10 | Superelevation layer steel bar truss combination floor reinforcing bar marine leg |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN205012673U true CN205012673U (en) | 2016-02-03 |
Family
ID=55211284
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201520784577.6U Expired - Fee Related CN205012673U (en) | 2015-10-10 | 2015-10-10 | Superelevation layer steel bar truss combination floor reinforcing bar marine leg |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN205012673U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107795133A (en) * | 2017-11-30 | 2018-03-13 | 中建四局第六建筑工程有限公司 | A kind of monoblock type shielded frame platform and its construction method |
| CN108792924A (en) * | 2018-06-20 | 2018-11-13 | 中国二冶集团有限公司 | A kind of steel bar positioning frame |
-
2015
- 2015-10-10 CN CN201520784577.6U patent/CN205012673U/en not_active Expired - Fee Related
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107795133A (en) * | 2017-11-30 | 2018-03-13 | 中建四局第六建筑工程有限公司 | A kind of monoblock type shielded frame platform and its construction method |
| CN107795133B (en) * | 2017-11-30 | 2024-03-22 | 中建四局第六建筑工程有限公司 | Integral protective frame platform and construction method thereof |
| CN108792924A (en) * | 2018-06-20 | 2018-11-13 | 中国二冶集团有限公司 | A kind of steel bar positioning frame |
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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 | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20160203 |