CN205822800U - A kind of high-altitude delivering concrete device - Google Patents
A kind of high-altitude delivering concrete device Download PDFInfo
- Publication number
- CN205822800U CN205822800U CN201620658056.0U CN201620658056U CN205822800U CN 205822800 U CN205822800 U CN 205822800U CN 201620658056 U CN201620658056 U CN 201620658056U CN 205822800 U CN205822800 U CN 205822800U
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- CN
- China
- Prior art keywords
- steel
- bracket
- altitude
- concrete device
- delivering concrete
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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
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Abstract
The utility model discloses a kind of high-altitude delivering concrete device.The purpose of this utility model is to provide the high-altitude delivering concrete device of a kind of multi-functional auxiliary large span.This utility model includes Bailey bracket, steel truss support, Z bar bracket and preventer, it is characterised in that: described Bailey bracket is fixed on above steel truss support or Z bar bracket by I-steel.Described Bailey bracket is double monolayer Bailey bracket.Described steel truss support includes column and crossbeam, and this column is H profile steel, and crossbeam is lightweight I-beam, and crossbeam welds with column.Described Z bar bracket is the support being connected with Bailey bracket by U-shaped card.The middle part of described preventer is provided with channel-section steel bridging interval, and top is equipped with platform, and platform both sides are provided with guard rail.This utility model is mainly used in concrete conveyance, as walkway and driving transport channel etc..
Description
Technical field
This utility model relates to a kind of conveyer device, particularly relates to a kind of high-altitude delivering concrete device.
Background technology
Transforming recently as city old shopping centre, increasing engineering occurs in the bustling location that surrounding enviroment are complicated
And construction site is narrow and small.Operating mode is relative complex, version is diversified, it is bigger to occur between structure and structure to thus result in construction
Span, the situation of the bigger discrepancy in elevation.And job site structure diversification, there is relatively large span, the discrepancy in elevation or knot between structure and structure
Structure side, without shelving the multiple situations such as stress point position, only cannot meet the construction of job site by setting up the platforms such as scaffold
Progress, construction requirement and difficulty of construction are big.
Conventionally employed steel pipe scaffold sets up UNICOM's support body, need to be set up by carrying out support body bottom foundation ditch or on force structure and
Scaffolding height is higher, and there is the bigger discrepancy in elevation between structure is to need support body to carry out looking for slope, sets up that steel pipe scaffold support body height is big, danger
Dangerous height and difficulty are big, and operation cannot ensure safety.The construction of conventional steel formwork system is respectively positioned on bottom foundation ditch, executes whole section
The controllability of work safety is difficult to hold.And conventional steel scaffold building superelevation support body, and between structure, material turnover is tired
Difficulty, attricist is bigger.
Therefore, it is necessary to provide a kind of new delivering concrete device to solve the problems referred to above.
Utility model content
In order to solve above-mentioned technical problem, this utility model provides a kind of high-altitude delivering concrete device.
For achieving the above object, technical solution of the present utility model is: a kind of high-altitude delivering concrete device, including
Bailey bracket, steel truss support, Z bar bracket and preventer, it is characterised in that: described Bailey bracket is fixed on steel by I-steel
Above truss support or Z bar bracket.
Described Bailey bracket is double monolayer Bailey bracket.
Described steel truss support includes column and crossbeam, and this column is H profile steel, and crossbeam is lightweight I-beam, and crossbeam is with vertical
Post welds.
Described Z bar bracket is the support being connected with Bailey bracket by U-shaped card.The middle part of described preventer is provided with groove
Steel cross strut is spaced, and top is equipped with platform, and platform both sides are provided with guard rail.
Described guard rail is to be set up by steel pipe transverse, is provided with foot guard plate and safety net inside steel pipe.
The beneficial effects of the utility model are:
1, large span, high-altitude UNICOM problem between structure and structure is solved, for concrete on construction site conveying, personnel and car
Current；
2, construction area can be directly hoisted to after each component machines or with fender post, facade structures is fixing is connected, just
Just quick and operation easier is relatively low, controllability is strong；
3, each material later stage all can carry out dismounting transhipment to it, economical and practical, and each component of conveyer device decreases and executes
Work cost.
Accompanying drawing explanation
Fig. 1 is that Bailey bracket of the present utility model lifts scheme of installation.
Fig. 2 is steel truss support schematic diagram of the present utility model.
Fig. 3 is that Z-shape steel bracket of the present utility model fixes schematic diagram.
Fig. 4 is that schematic diagram set up by preventer of the present utility model.
In figure: 1-Bailey bracket, 2-platform, 3-reinforcing bar anchor foot, 4-steel truss support, 5-structure floor, 6-crossbeam, 7-U type
Card, 8-column, 9-Z shape steel corbel, 10-Guan Liang, 11-embedded part, 12-channel-section steel, 13-bridging, 14-lays platform, and 15-keeps off foot
Plate, 16-safety net, 17-guard rail.
Detailed description of the invention
Below in conjunction with the accompanying drawings this utility model and detailed description of the invention thereof are described further.
Refering to Fig. 1, Fig. 2, Fig. 3 and Fig. 4, this utility model includes Bailey bracket, steel truss support, Z bar bracket and protection
Device, it is characterised in that: described Bailey bracket is fixed on above steel truss support or Z bar bracket by I-steel.
Described Bailey bracket is double monolayer Bailey bracket.
Described steel truss support includes column and crossbeam, and this column is H profile steel, and crossbeam is lightweight I-beam, and crossbeam is with vertical
Post welds.
Described Z bar bracket is the support being connected with Bailey bracket by U-shaped card.The middle part of described preventer is provided with groove
Steel cross strut is spaced, and top is equipped with platform, and platform both sides are provided with guard rail.
Described guard rail is to be set up by steel pipe transverse, is provided with foot guard plate and safety net inside steel pipe.
Wherein, Fig. 1 is Bailey bracket lifting scheme of installation, wherein the shellfish thunder of this utility model high-altitude delivering concrete device
Frame 1 carries out assembly in level land, and assembled length≤24m, assembly carries out integral hoisting after completing.The overall level land assembly of Bailey bracket 1 is complete
Become and lift and should meet both sides grade level before platform 2, it is ensured that Bailey bracket 1 lies against on structure on two sides.If side is
Steel truss support or Z bar bracket, must check placement Bailey bracket plane absolute altitude and opposite side structural plane absolute altitude whether level.Hang
When being filled to both ends horizontal locations of structures, carry out Bailey bracket leveling, be fixed with structural plane embedded bar anchor foot 3 after leveling；Hang
When being filled to steel truss support or Z bar bracket, carry out Bailey bracket leveling, if local out-of-flatness and the discrepancy in elevation relatively I underlay steel occur
Plate carries out levelling, if occurring, when the local discrepancy in elevation is relatively large, can carrying out levelling by underlay I-steel.If both sides are structure but exist
The less discrepancy in elevation, can bury fixing embedded part underground with downside, above set I-steel and be connected with slugging, and high side embedded bar is solid with Bailey bracket
Fixed, make Bailey bracket both sides level and stablize.
Fig. 2 is steel truss support schematic diagram of the present utility model, and steel truss support 4 is installed steel truss support column and used
Q235B HW 200*200*8*12 shaped steel, crossbeam 6 uses Q235B18# lightweight I-beam, arranges U-shaped card between girder steel and steel column
7 are connected firmly.First carrying out anchor foot installation, every column 8 bottom arranges a piece 500 (length) * 350 (wide) * 20 (thick)
Q235B steel plate, and offer four pre-embedded bolt holes, anchor foot is fixed at steel truss support 4 four post angle, and steel truss support installs emphasis
Check steel truss support level.After steel truss support installs, tighten foundation bolt, and with cable wind rope drawknot in periphery embedded part
On.
Fig. 3 is that Z-shape steel bracket of the present utility model fixes schematic diagram, and Bailey bracket 1 conveyer device is set up end and is positioned at support pile
Time in structure, fix Bailey bracket 1 by Z bar bracket 9, Z bar bracket 9 use with after plant bolt embedded part 11 with hat beam 10 even
Connect.Behind top, bar planting bolt must is fulfilled for drawing requirement, and bracket uses double nut to be tightened by bracket after installing.Z bar bracket 9 times
Hook horizon bar, should hold out against support pile or structural facades so that the most fixing.Z bar bracket top is connected with slugging, for
Ensure that steel corbel is stable at side and arranges horizon bar, support pile should be held out against and be welded and fixed with steel corbel facade so that be the most equal
Fixing.
Fig. 4 is that schematic diagram set up by preventer of the present utility model.Conveyer device upper berth flat board, protective frame are set up, Bei Lei
Frame 1 has lifted and after leveling has reinforced Bailey bracket 1, and reinforcement measure is that middle part arranges 10# channel-section steel bridging 13 and is spaced
3000mm.Top carries out laying platform 14, lays platform 14 and can be laid by template or checkered steel plate.Lay platform 14 both sides
Arranging guard rail 17, guard rail 17 is set up by steel pipe and is arranged foot guard plate 15, completely hangs close mesh safety net 16, guard rail 17
It is highly 1200mm.
Claims (6)
1. a high-altitude delivering concrete device, including Bailey bracket, steel truss support, Z bar bracket and preventer, its feature
It is: described Bailey bracket is fixed on above steel truss support or Z bar bracket by I-steel.
High-altitude delivering concrete device the most according to claim 1, it is characterised in that described Bailey bracket is double monolayer shellfish thunder
Frame.
High-altitude delivering concrete device the most according to claim 1, it is characterised in that described steel truss support include column and
Crossbeam, this column is H profile steel, and crossbeam is lightweight I-beam, and crossbeam welds with column.
High-altitude delivering concrete device the most according to claim 1, it is characterised in that described Z bar bracket is by U-shaped card
The support being connected with Bailey bracket.
High-altitude delivering concrete device the most according to claim 1, it is characterised in that the middle part of described preventer is provided with
Channel-section steel bridging is spaced, and top is equipped with platform, and platform both sides are provided with guard rail.
High-altitude delivering concrete device the most according to claim 5, it is characterised in that described guard rail is by steel pipe transverse
Set up, inside steel pipe, be provided with foot guard plate and safety net.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620658056.0U CN205822800U (en) | 2016-06-28 | 2016-06-28 | A kind of high-altitude delivering concrete device |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620658056.0U CN205822800U (en) | 2016-06-28 | 2016-06-28 | A kind of high-altitude delivering concrete device |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN205822800U true CN205822800U (en) | 2016-12-21 |
Family
ID=57566008
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201620658056.0U Expired - Fee Related CN205822800U (en) | 2016-06-28 | 2016-06-28 | A kind of high-altitude delivering concrete device |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN205822800U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106121238A (en) * | 2016-06-28 | 2016-11-16 | 中国建筑第二工程局有限公司 | A kind of high-altitude delivering concrete device |
-
2016
- 2016-06-28 CN CN201620658056.0U patent/CN205822800U/en not_active Expired - Fee Related
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106121238A (en) * | 2016-06-28 | 2016-11-16 | 中国建筑第二工程局有限公司 | A kind of high-altitude delivering concrete device |
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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: 20161221 Termination date: 20170628 |