CN205314589U - Overhanging type discharging platform - Google Patents
Overhanging type discharging platform Download PDFInfo
- Publication number
- CN205314589U CN205314589U CN201620053424.9U CN201620053424U CN205314589U CN 205314589 U CN205314589 U CN 205314589U CN 201620053424 U CN201620053424 U CN 201620053424U CN 205314589 U CN205314589 U CN 205314589U
- Authority
- CN
- China
- Prior art keywords
- floor
- girder
- link plate
- discharging platform
- top board
- 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
Links
- 238000007599 discharging Methods 0.000 title claims description 18
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 34
- 239000010959 steel Substances 0.000 claims abstract description 34
- 239000002436 steel type Substances 0.000 claims description 6
- 238000004873 anchoring Methods 0.000 abstract 1
- 230000002146 bilateral effect Effects 0.000 abstract 1
- 238000010276 construction Methods 0.000 description 9
- 239000002699 waste material Substances 0.000 description 7
- 230000003014 reinforcing effect Effects 0.000 description 6
- 238000000034 method Methods 0.000 description 3
- 238000005253 cladding Methods 0.000 description 2
- 238000005266 casting Methods 0.000 description 1
- 238000005520 cutting process Methods 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 238000009408 flooring Methods 0.000 description 1
- 239000000463 material Substances 0.000 description 1
- 238000004513 sizing Methods 0.000 description 1
- 230000007306 turnover Effects 0.000 description 1
Landscapes
- Refuge Islands, Traffic Blockers, Or Guard Fence (AREA)
Abstract
The utility model provides a formula of encorbelmenting platform of unloading, girder, setting including two bilateral symmetry arrangements are in operation panel and setting between the girder end of encorbelmenting are in operation panel outlying guardrail, the operation panel passes through wire rope to be fixed on the structure I-shaped steel roof beam of last floor, every the anchor end of girder is two parallel arrangement's shaped steel roof beam the upper surface of two shaped steel roof beams is equipped with the top board, corresponds the position at the lower surface of this floor slab and is equipped with the holding down plate to pass through the screw rod in proper order in the middle of top board, two shaped steel roof beams, pre-buried sleeve pipe on the floor with the holding down plate will the anchor end of girder is fixed on the floor. The anchoring end of the main beam is designed into a double-section steel structure, and the double-section steel structure is fixed with the floor slab through the double-section steel, so that only a single sleeve needs to be pre-embedded on the floor slab, the mode is safe and reliable, is slightly influenced by the position error of the pre-embedded single sleeve, and has substantial characteristics and progress.
Description
Technical field
The utility model relates to building operation apparatus field, particularly a kind of overhanging type discharging platform.
Background technology
Growing along with construction industry, flooring discharging platform cannot meet the construction requirement of executive information systems. Overhanging type discharging platform, because it is simple to operate, conveniently moving, obtains the application got more and more.
In traditional overhanging type discharging platform, anchored end is usually adopted and is fixed girder in two ways, and a kind of mode is exactly the U-shaped reinforcing bar buried in advance; Another kind of mode buries PVC sleeve pipe in advance, then by U-shaped reinforcing bar through this PVC sleeve pipe. If the U-shaped reinforcing bar buried in advance, then after construction completes, need cutting, waste time and energy, waste material; According to the mode burying PVC sleeve pipe in advance, because a U-shaped reinforcing bar needs to bury two pvc pipes in advance, then arbitrary sleeve pipe is shifted in the process of casting concrete, and later stage U-shaped reinforcing bar all can be caused to wear. On the other hand, encorbelment wireline one end of end of tradition overhanging type discharging platform is connected to the end of platform, the other end then needs drawknot in the structure of last layer floor, it is typically employed in the floor of upper strata embedded U-shaped draw ring at present, this U-shaped draw ring also needs excision after construction, waste time and energy, waste material.
Practical novel content
For prior art above shortcomings, the utility model proposes a kind of overhanging type discharging platform, solve in prior art, in anchored end and end construction process of encorbelmenting, inconvenience and the problem of waste material are installed.
The technical solution of the utility model is achieved in that a kind of overhanging type discharging platform, comprise two girders being symmetrically arranged, it is arranged on described girder to encorbelment the operator's console between end and be arranged on the guardrail of described operator's console periphery, described operator's console is fixed on the structure steel I-beam of a upper floor by wireline, described in every root, the anchored end of girder is the section steel beam of two parallel settings, upper surface at described two root type girder steels is provided with top board, lower surface correspondence position at this floor floor is provided with press table, and by screw rod successively through described top board, in the middle of two root type girder steels, the sleeve pipe being embedded on described floor and described press table, the anchored end of described girder is fixed on described floor.The anchored end of girder is designed to two formed steel construction, adopting stud to fix with floor in the middle of two shaped steel, so only need to foot the bill in advance on floor sleeve pipe, this kind of mode is safe and reliable, little by sleeve position error effect of footing the bill in advance, and all dismountable Posterior circle of all components uses.
The both sides, the lower edge of a wing of the described structure steel I-beam of a upper floor are respectively equipped with the first link plate and the 2nd link plate, described first link plate and the connective slot having on the 2nd link plate with the edge of a wing under described structure steel I-beam is mated mutually, it is bolted between described first link plate and the 2nd link plate, and on described first link plate, it is provided with the drawknot hole being connected with described wireline. Adopt steel plate to be made into the link plates of two pieces of sizings, it is fastened under structure steel I-beam the edge of a wing by high bolt; The screw rod of girder anchored end and the link plate of steel wire rope unloading end all can dismantle, and uses by layer turnover, has saved cost, it is to increase efficiency.
In order to improve security further, described top board welds with described section steel beam upper surface.
Between the upper surface and described screw rod upper nut of described top board, it is provided with backing plate, under the lower surface and described screw rod of described press table, it is provided with lower backing plate between nut.
Described section steel beam is joist steel type beam.
It is welded with web plate between the lower edge of a wing of two described joist steel type beams.
Compared with existing tradition overhanging type discharging platform, the utility model tool has the following advantages:
1, do not need embedded U-shaped reinforcing bar, convenient construction also reduce waste of material simultaneously;
2, only need sleeve pipe of footing the bill in advance, decrease the impact of positionerror, convenient construction;
3, the screw rod of girder anchored end and the equal convenient disassembly of link plate of steel wire rope unloading end, can reuse.
The utility model solves overhanging type service platform well and installs inconvenience and the problem of waste material in anchored end and end construction process of encorbelmenting, and has substantive distinguishing features and progress.
Accompanying drawing explanation
In order to be illustrated more clearly in the utility model embodiment, below the accompanying drawing used required in embodiment being described is briefly described, apparently, accompanying drawing in the following describes is only embodiments more of the present utility model, for those of ordinary skill in the art, under the prerequisite not paying creative work, it is also possible to obtain other accompanying drawing according to these accompanying drawings.
Fig. 1 is a kind of overhanging type discharging platform front view of the utility model;
Fig. 2 is a kind of overhanging type discharging platform vertical view of the utility model;
Fig. 3 is A-A sectional view in Fig. 1;
Fig. 4 is the first cladding panel structure figure;
Fig. 5 is the 2nd cladding panel structure figure.
Figure marks, 1, girder; 2, operator's console; 3, top board; 4, press table; 5, floor; 6, sleeve pipe; 7, upper backing plate; 8, lower backing plate; 9, screw rod; 10, lower nut; 11, web plate; 12, structure steel I-beam; 13, the first link plate; 14, the 2nd link plate; 15, wireline; 16, drawknot hole; 17, connective slot; 18, guardrail; 19, upper nut.
Embodiment
Below in conjunction with the accompanying drawing in the utility model embodiment, the technical scheme in the utility model embodiment is clearly and completely described, it is clear that described embodiment is only the utility model part embodiment, instead of whole embodiments. Based on the embodiment in the utility model, those of ordinary skill in the art are not making other embodiments all obtained under creative work prerequisite, all belong to the scope of the utility model protection.
In figure, operator's console 2 is arranged on the end of encorbelmenting of two girders being symmetrically arranged 1, the outer of operator's console 2 is arranged with guardrail 18, and it is fixed on the structure steel I-beam 12 of a upper floor by wireline 15, the anchored end of girder 2 is the joist steel type beam of two parallel settings, its upper surface is welded with top board 3, top board 3 upper surface is provided with backing plate 7, it is welded with web plate 11 between the lower edge of a wing, the lower surface of this floor floor 5 is provided with press table 4, the lower surface of press table 4 is provided with lower backing plate 8, screw rod 9 under successively through upper backing plate 7, top board 3, between two joist steel type beams, web plate 11, the sleeve pipe 6 being embedded on floor 5, press table 4 and lower backing plate 8, screw on nut 19 and lower nut 10 in two ends, the anchored end of girder 1 is fixed on floor 5.
The both sides, the lower edge of a wing of the structure steel I-beam 12 of a upper floor are respectively equipped with the first link plate 13 and the 2nd link plate 14, first link plate 13 and the connective slot 17 having on the 2nd link plate 14 with structure steel I-beam 12 times edges of a wing are mated mutually, it is bolted between first link plate 13 and the 2nd link plate 14, and on the first link plate 13, it being provided with the drawknot hole 16 being connected with wireline 15, operator's console 2 is connected on the structure steel I-beam 12 of a upper floor by wireline 15 by drawknot hole 16.
The foregoing is only better embodiment of the present utility model; not in order to limit the utility model; all within spirit of the present utility model and principle, any amendment of doing, equivalent replacement, improvement etc., all should be included within protection domain of the present utility model.
Claims (6)
1. an overhanging type discharging platform, comprise two girders being symmetrically arranged (1), be arranged on described girder (1) encorbelment end between operator's console (2) and be arranged on described operator's console (2) periphery guardrail (18), described operator's console (2) is fixed on the structure steel I-beam (12) of a upper floor by wireline (15), it is characterized in that, described in every root, the anchored end of girder (1) is the section steel beam of two parallel settings, upper surface at described two root type girder steels is provided with top board (3), lower surface correspondence position at this floor floor (5) is provided with press table (4), by screw rod (9) successively through described top board (3), in the middle of two root type girder steels, the sleeve pipe (6) being embedded on described floor (5) and described press table (4), and by the upper nut (19) at the upper and lower two ends of screw rod (9) and lower nut (10) locking, the anchored end of described girder (1) is fixed on described floor (5).
2. a kind of overhanging type discharging platform according to claim 1, it is characterized in that, the both sides, the lower edge of a wing of the described structure steel I-beam (12) of a upper floor are respectively equipped with the first link plate (13) and the 2nd link plate (14), described first link plate (13) and the connective slot (17) having on the 2nd link plate (14) with the edge of a wing under described structure steel I-beam (12) is mated mutually, it is bolted between described first link plate (13) and the 2nd link plate (14), and on described first link plate (13), it is provided with the drawknot hole (16) being connected with described wireline.
3. a kind of overhanging type discharging platform according to claim 1 and 2, it is characterised in that, described top board (3) welds with described section steel beam upper surface.
4. a kind of overhanging type discharging platform according to claim 3, it is characterized in that, between the upper surface and the upper nut (19) of described screw rod (9) of described top board (3), it is provided with upper backing plate (7), between the lower surface and the lower nut (10) of described screw rod (9) of described press table (4), it is provided with lower backing plate (8).
5. a kind of overhanging type discharging platform according to claim 4, it is characterised in that, described section steel beam is joist steel type beam.
6. a kind of overhanging type discharging platform according to claim 5, it is characterised in that, between the lower edge of a wing of two described joist steel type beams, it is welded with web plate (11).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620053424.9U CN205314589U (en) | 2016-01-20 | 2016-01-20 | Overhanging type discharging platform |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620053424.9U CN205314589U (en) | 2016-01-20 | 2016-01-20 | Overhanging type discharging platform |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN205314589U true CN205314589U (en) | 2016-06-15 |
Family
ID=56206178
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201620053424.9U Expired - Fee Related CN205314589U (en) | 2016-01-20 | 2016-01-20 | Overhanging type discharging platform |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN205314589U (en) |
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107165425A (en) * | 2017-05-25 | 2017-09-15 | 张志通 | A kind of discharging platform for building |
| CN108277993A (en) * | 2018-01-08 | 2018-07-13 | 中国二十冶集团有限公司 | A kind of steel bar truss floor support plate hanging brace device and its assembling production method |
| CN108868163A (en) * | 2018-07-19 | 2018-11-23 | 上海建工七建集团有限公司 | One kind exempting from the fixed device of pre-buried overhanging unloading platform and its fixing means |
| CN111119498A (en) * | 2019-12-30 | 2020-05-08 | 四川路航建设工程有限责任公司 | Tool type section steel overhanging discharging platform and construction method |
| CN114622713A (en) * | 2022-03-29 | 2022-06-14 | 东南大学 | Connecting assembly between floor boards supported by construction climbing frame and steel beam |
-
2016
- 2016-01-20 CN CN201620053424.9U patent/CN205314589U/en not_active Expired - Fee Related
Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107165425A (en) * | 2017-05-25 | 2017-09-15 | 张志通 | A kind of discharging platform for building |
| CN108277993A (en) * | 2018-01-08 | 2018-07-13 | 中国二十冶集团有限公司 | A kind of steel bar truss floor support plate hanging brace device and its assembling production method |
| CN108868163A (en) * | 2018-07-19 | 2018-11-23 | 上海建工七建集团有限公司 | One kind exempting from the fixed device of pre-buried overhanging unloading platform and its fixing means |
| CN111119498A (en) * | 2019-12-30 | 2020-05-08 | 四川路航建设工程有限责任公司 | Tool type section steel overhanging discharging platform and construction method |
| CN111119498B (en) * | 2019-12-30 | 2021-05-25 | 四川路航建设工程有限责任公司 | Tool type section steel overhanging discharging platform and construction method |
| CN114622713A (en) * | 2022-03-29 | 2022-06-14 | 东南大学 | Connecting assembly between floor boards supported by construction climbing frame and steel beam |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN205314589U (en) | Overhanging type discharging platform | |
| CN102518300B (en) | Embedded conical bearing joint type steel structure support and construction method thereof | |
| CN103939114A (en) | Lining construction method for suspension rail type trolley | |
| CN104358207A (en) | Rapid steel trestle construction structure and construction method | |
| CN207794327U (en) | A kind of precast assembly structure of Subway Station Platform plate | |
| CN207498808U (en) | A kind of steel suspension bridge for deep-foundation pit engineering earthwork outward transport | |
| CN113235467A (en) | Construction method for dismantling large-span prestressed cast-in-place box girder | |
| CN208950303U (en) | A kind of assembled beam-column node template | |
| CN102733321B (en) | Suspension bracket system for existing bridge reinforcing and building method of suspension bracket system | |
| CN113585075A (en) | Cast-in-place bridge deck formwork for steel-concrete composite beam | |
| CN108755442A (en) | Guiding and positioning device for the installation of heavy steel member high-altitude | |
| CN105952133A (en) | Suspended large-span reinforced concrete structure construction steel platform and construction method | |
| CN109914666A (en) | Profiled sheet Combined concrete flooring large area pouring construction method | |
| CN106978909A (en) | A kind of method that beams of concrete is connected with profile steel concrete column joint reinforcing bar | |
| CN104775368B (en) | Prefabricated jacking box culvert provided with steel blade corners | |
| CN205934687U (en) | Antinode worker roof beam - steel concrete roof - external prestress combination T type simple beam | |
| CN102605945B (en) | Manufacturing method of big wood formwork | |
| CN110645022A (en) | Self-anchored formwork support system for connecting channel and construction method | |
| CN2923824Y (en) | Embedded steel waist beam | |
| CN110565667B (en) | Steel sheet pile cofferdam with grouting platform | |
| CN105275198B (en) | A kind of shear-wall strengthening formwork structure and its construction method | |
| CN208792806U (en) | A kind of floor of steel structure transformation node | |
| CN112609966A (en) | Construction method for constructing super-thick concrete top plate by utilizing simple latticed column laminated slab system | |
| CN202622992U (en) | Universal-type post-tensioned T-beam precast pedestal with detachable modules and adjustable steel members | |
| CN206599994U (en) | One kind is exempted to pierce formula form bracing system branch head part |
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: 20160615 Termination date: 20170120 |