CN203654708U - Side slope scaffold unloading device - Google Patents
Side slope scaffold unloading device Download PDFInfo
- Publication number
- CN203654708U CN203654708U CN201320779938.9U CN201320779938U CN203654708U CN 203654708 U CN203654708 U CN 203654708U CN 201320779938 U CN201320779938 U CN 201320779938U CN 203654708 U CN203654708 U CN 203654708U
- Authority
- CN
- China
- Prior art keywords
- side slope
- scaffold
- reinforcing bar
- steel pipe
- fixed
- 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
Images
Landscapes
- Piles And Underground Anchors (AREA)
Abstract
The utility model relates to the technical field of scaffolds, and discloses a side slope scaffold unloading device which is used for conducting unloading on an inclined side slope scaffold on a side slope. The side slope scaffold unloading device comprises a plurality of anchoring reinforcing steel bars, a plurality of anchoring heads which are inserted and fixed into the side slope, and a plurality of inclined supporting steel tubes which incline upwards. One end of each anchoring reinforcing steel bar is fixed to the scaffold, and the other end of each anchoring reinforcing steel bar is fixed to the corresponding anchoring head. One end of each inclined supporting steel tube is fixed to the scaffold, and the other end of each inclined supporting steel tube is fixed to the corresponding anchoring head. Unloading is conducted on the load-carried side slope scaffold through the inclined supporting steel tubes and the anchoring reinforcing steel bars at the same time, force borne by the contact positions of the anchoring reinforcing steel bars and the scaffold is reduced, and stability and safety of the whole scaffold are improved.
Description
Technical field
The utility model relates to the technical field of scaffold, relates in particular to side slope scaffold unloading device.
Background technology
In the construction of side slope, for operation platform is provided, need to set up side slope scaffold, different with the vertical structure of common scaffold, side slope scaffold building height is high, is subject to wind load, working load is large, and lower floor's scaffold bears larger scaffold weight, relief arrangement should be set and provide off-load for side slope scaffold, to ensure scaffold safety.
In prior art, the unloading-structure of side slope scaffold comprises the anchor head of anchor in side slope and the wire rope being connected on anchor head, and the wire rope other end is wrapped on the steel pipe of scaffold.This unloading way due to wire rope and steel pipe contact area less, the contact position of steel pipe and wire rope easily deforms, and causes steel pipe discontinuity, affects scaffold safety.
Utility model content
The purpose of this utility model is to provide side slope scaffold unloading device, and the relief arrangement that is intended to solve side slope scaffold in prior art easily causes scaffolding steel pipe distortion, thereby affects the problem of construction safety.
The utility model is to realize like this, side slope scaffold unloading device, be used to the skewed side slope scaffold of setting up in side slope that off-load is provided, comprise that many anchors draw reinforcing bar, multiple anchor head fixing in described side slope and many diagonal brace steel pipes that court tilts of being inserted in, described anchor draws reinforcing bar one end to be fixed on described scaffold, the other end is fixed on described anchor head, and described diagonal brace steel pipe one end is fixed on described scaffold, and the other end is fixed on described anchor head.
Further, described side slope scaffold is set up and is formed by many horizontal steel pipes, longitudinal steel pipe, and described anchor draws reinforcing bar one end to be weldingly fixed on described horizontal steel pipe and longitudinal steel pipe junction.
Further, described horizontal steel pipe lower end is fixed on by fastener in one end of described diagonal brace steel pipe, and the other end is fixedly connected with described anchor head by slip casting or welding.
Further, the described head that is anchored comprises grafting reinforcing bar and builds the building body of watering that is formed on described grafting reinforcing bar around and is placed in side slope, and described grafting reinforcing bar builds described in extending externally, draws reinforcing bar or diagonal brace steel pipe to be fixedly connected with described anchor.
Further, described anchor draws the material of reinforcing bar identical with the material of described grafting.
Further, described in water in building body, be provided with for make described grafting reinforcing bar water in building body, keep putting put middle, described in described grafting reinforcing bar is inserted in, put in middle.
Compared with prior art, side slope scaffold unloading device in the utility model, the mode that adopts anchor to draw reinforcing bar to be combined with steel pipe diagonal brace, in realization, leave behind support dual unloading way, make side slope scaffold can bear larger load, the situation that is not easy to occur distortion, has improved the safety of side slope scaffold.
Brief description of the drawings
The overall structure schematic diagram of the side slope scaffold unloading device that Fig. 1 provides for the utility model embodiment;
Fig. 2 is the connection diagram that in the utility model embodiment, anchor draws reinforcing bar and scaffold;
Fig. 3 is that in the utility model embodiment, anchor draws reinforcing bar and the syndeton schematic diagram that is anchored head;
Fig. 4 is the connection diagram of diagonal brace steel pipe and scaffold in the utility model embodiment.
Detailed description of the invention
In order to make the purpose of this utility model, technical scheme and advantage clearer, below in conjunction with drawings and Examples, the utility model is further elaborated.Should be appreciated that specific embodiment described herein is only in order to explain the utility model, and be not used in restriction the utility model.
Below in conjunction with concrete accompanying drawing, the realization of the present embodiment is described in detail.
As shown in Figure 1, side slope scaffold unloading device 1, be used to the skewed side slope scaffold 11 in side slope 2 that off-load is provided, comprise that many anchors draw diagonal brace steel pipe 13 that reinforcing bar 12, many courts tilt and are multiplely fixedly inserted in anchor fixing in side slope 2 14, anchor draws reinforcing bar 12 one end to be fixed on side slope scaffold 11, the other end is fixed on and is anchored 14, and diagonal brace steel pipe 13 one end are fixed on side slope scaffold 11, and the other end is fixed on and is anchored 14.
Unloading-structure in the present embodiment, except anchor draws the off-load that reinforcing bar 12 provides, also comprise diagonal brace steel pipe 13, diagonal brace steel pipe 13 one end are fixed in side slope 2 by being anchored 14, the other end is fixed on side slope scaffold 11, be equivalent to for side slope scaffold 11 provides support force upwards, the pulling force that coordinates anchor to draw reinforcing bar 12 to provide, realizes the effect of off-load jointly.
Add after diagonal brace steel pipe 13, the load of whole side slope scaffold 11 is disperseed, reduce the load that anchor draws reinforcing bar 12 to bear, thereby the anchor of avoiding knowing clearly draws the stressed concentrated problem of reinforcing bar 12 wire rope and side slope scaffold 11 junctions, the two contact position is difficult for deforming, and the operating environment of safety and firmness is provided for constructing.
As shown in Figure 2, side slope scaffold 11 is set up and is formed by many horizontal steel pipes 111, longitudinal steel pipe 112, and anchor draws one end of reinforcing bar 12 to be welded on the junction of horizontal steel pipe 111 and longitudinal steel pipe 112, and the other end is fixedly connected with described anchor head by welding.
Anchor draws reinforcing bar 12 to be weldingly fixed in horizontal steel pipe 111, longitudinal steel pipe 112 junctions, two steel pipes have been shared the load that anchor draws reinforcing bar 12 simultaneously, reduce single steel pipe and anchor and drawn the stressed of reinforcing bar 12 contact positions, more difficult generation deformation, adopts welding manner connection can make anchor draw reinforcing bar 12 to be connected with side slope scaffold 11 more firmly firm.
As shown in Figure 4, horizontal steel pipe 111 lower ends are fixed on by fastener (not shown) in the present embodiment diagonal brace steel pipe 13 one end, the other end by slip casting or welding be anchored 14 and fix.
Fastener can be the common structure that in prior art, reinforcing bar connects, and its concrete structure does not repeat.
As shown in Figure 3, be anchored 14 and comprise grafting reinforcing bar 141 and water building body 142 by what be cast in that grafting reinforcing bar 141 forms and be placed in side slope 2 around, grafting reinforcing bar 141 one end are extended and are watered outside building body 142, draw reinforcing bar 12 and diagonal brace steel pipe 13 to be connected and fixed with anchor.
Anchor in the present embodiment draws reinforcing bar 12 material structures identical with grafting reinforcing bar 141, and the two has identical allowable load, and side slope scaffold and material are easily obtained.If adopt bolt support structure in side slope supporting construction, the preferential employing reinforcing bar model consistent with anchor pole in support system.
In concrete work progress, first need to punch by the correct position in side slope 2, grafting reinforcing bar 141 to be stretched in hole, one end is stayed outside hole, and then joints cement slurry forms and waters building body 142, and grafting reinforcing bar 141 and side slope 2 are anchored fixing.One end and anchor that grafting reinforcing bar 141 is stayed outside hole draw reinforcing bar 12 and diagonal brace steel pipe 13 to fix.When fixing, and anchor draws between reinforcing bar 12 by being welded and fixed, and can be by being welded and fixed between diagonal brace steel pipe 13, or diagonal brace steel pipe 13 is set in outside grafting reinforcing bar 141, and inside again grout injection is fixed and also can.
As shown in Figure 3, grafting reinforcing bar 141 is provided with for making it put middle 143 what water that the interior maintenance of building body 142 puts, grafting reinforcing bar 141 one end are plugged in this for middle 143 and water in building body 142 together with putting, thereby keep grafting reinforcing bar 141 to fix in the middle position of putting of watering in building body 142.
Putting middle 143 is the common a kind of structures of prior art, and effect is to make to peg graft during reinforcing bar 141 can ensure to put in hole,, with the dead in line in hole, ensures that the cement amount in its all directions is identical, and fixed effect is average.
Between the each parts of side slope scaffold unloading device 1, adopt the mode of welding or slip casting to be fixed, overall structure is firm, for construction provides safe operating environment.
The foregoing is only preferred embodiment of the present utility model; not in order to limit the utility model; all any amendments of doing within spirit of the present utility model and principle, be equal to and replace and improvement etc., within all should being included in protection domain of the present utility model.
Claims (6)
1. side slope scaffold unloading device, be used to the skewed side slope scaffold of setting up in side slope that off-load is provided, it is characterized in that, comprise that many anchors draw reinforcing bar, multiple anchor head fixing in described side slope and many diagonal brace steel pipes that court tilts of being inserted in, described anchor draws reinforcing bar one end to be fixed on described scaffold, the other end is fixed on described anchor head, and described diagonal brace steel pipe one end is fixed on described scaffold, and the other end is fixed on described anchor head.
2. side slope scaffold unloading device as claimed in claim 1, is characterized in that, described side slope scaffold is set up and formed by many horizontal steel pipes, longitudinal steel pipe, and described anchor draws reinforcing bar one end to be weldingly fixed on described horizontal steel pipe and longitudinal steel pipe junction.
3. side slope scaffold unloading device as claimed in claim 2, is characterized in that, described horizontal steel pipe lower end is fixed on by fastener in one end of described diagonal brace steel pipe, and the other end is fixedly connected with described anchor head by slip casting or welding.
4. the side slope scaffold unloading device as described in claims 1 to 3 any one, it is characterized in that, the described head that is anchored comprises grafting reinforcing bar and builds the building body of watering that is formed on described grafting reinforcing bar around and is placed in side slope, and described in described grafting reinforcing bar extends, build externally, draw reinforcing bar or diagonal brace steel pipe to be fixedly connected with described anchor.
5. side slope scaffold unloading device as claimed in claim 4, is characterized in that, described anchor draws the material of reinforcing bar identical with the material of described grafting.
6. side slope scaffold unloading device as claimed in claim 5, is characterized in that, described in water in building body, be provided with for make described grafting reinforcing bar water in building body, keep putting put middle, described in described grafting reinforcing bar is inserted in, put in middle.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201320779938.9U CN203654708U (en) | 2013-11-29 | 2013-11-29 | Side slope scaffold unloading device |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201320779938.9U CN203654708U (en) | 2013-11-29 | 2013-11-29 | Side slope scaffold unloading device |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN203654708U true CN203654708U (en) | 2014-06-18 |
Family
ID=50921112
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201320779938.9U Expired - Fee Related CN203654708U (en) | 2013-11-29 | 2013-11-29 | Side slope scaffold unloading device |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN203654708U (en) |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105863233A (en) * | 2016-05-31 | 2016-08-17 | 上海建工五建集团有限公司 | Scaffold for outer curtain wall of arc-shaped building and mounting method |
| CN105926651A (en) * | 2016-07-01 | 2016-09-07 | 杭州江润科技有限公司 | Comprehensive supporting structure of deep side slope of complex steep cliff and construction method |
| CN112252342A (en) * | 2020-10-15 | 2021-01-22 | 浙江世润建创科技发展有限公司 | Steel wire grid net protection and construction method for rock slope broken rock mass |
| CN114439212A (en) * | 2022-02-25 | 2022-05-06 | 中国葛洲坝集团第二工程有限公司 | Scaffold erecting method suitable for high-speed slope support engineering |
-
2013
- 2013-11-29 CN CN201320779938.9U patent/CN203654708U/en not_active Expired - Fee Related
Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105863233A (en) * | 2016-05-31 | 2016-08-17 | 上海建工五建集团有限公司 | Scaffold for outer curtain wall of arc-shaped building and mounting method |
| CN105926651A (en) * | 2016-07-01 | 2016-09-07 | 杭州江润科技有限公司 | Comprehensive supporting structure of deep side slope of complex steep cliff and construction method |
| CN105926651B (en) * | 2016-07-01 | 2018-01-16 | 杭州江润科技有限公司 | Complicated precipitous precipice depth side slope comprehensive support structure and construction method |
| CN112252342A (en) * | 2020-10-15 | 2021-01-22 | 浙江世润建创科技发展有限公司 | Steel wire grid net protection and construction method for rock slope broken rock mass |
| CN112252342B (en) * | 2020-10-15 | 2022-05-27 | 浙江世润建创科技发展有限公司 | Steel wire grid net protection and construction method for rock slope broken rock mass |
| CN114439212A (en) * | 2022-02-25 | 2022-05-06 | 中国葛洲坝集团第二工程有限公司 | Scaffold erecting method suitable for high-speed slope support engineering |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN103104092B (en) | Support composite structure of beam and slab | |
| CN203654708U (en) | Side slope scaffold unloading device | |
| CN104389419B (en) | Encorbelment and prop up mould structure for mounting platform and a constructional method | |
| CN103993735A (en) | Support system of roof inclined beam and slab cantilever structure and construction method of support system | |
| CN107227814B (en) | Sectional construction method for large cantilever concrete structure | |
| CN103993728B (en) | A kind of assembling shaped steel is encorbelmented protection canopy | |
| CN102888979A (en) | Joint processing and constructing method of overhanging scaffold at large cantilever balcony | |
| CN203867181U (en) | Supporting system for roof inclined beam and slab cantilever structure | |
| CN203487640U (en) | Beam column connection T type node applied in top-down method | |
| CN204676881U (en) | Large span intersection truss steel structure supporting system | |
| CN102021997A (en) | Method for building platform at bottom of suspended scaffold | |
| CN204282803U (en) | To encorbelment formwork structure for mounting platform | |
| CN202214968U (en) | Overhanging scaffold erection structure | |
| CN204040515U (en) | Cat ladder | |
| CN206319597U (en) | A kind of cantilever steel girder erecting device | |
| CN212129218U (en) | Basement outer wall single face formwork system | |
| CN201865330U (en) | Device used for constructing cantilever scaffold bottom platform | |
| CN204849737U (en) | A stake of pre -buried formula combination stand for foundation ditch | |
| CN204510815U (en) | A kind of pull-up strut-framed is encorbelmented flange beam formwork frame | |
| CN204062152U (en) | High-pressure service pump pipe fixing device | |
| CN106640146B (en) | Three-dimensional reinforced bar net frame and concrete combined lining structure | |
| CN103485524B (en) | Corbel type builder's jack and construction when setting up thereof | |
| CN203499259U (en) | Tool type cantilevered unloading platform | |
| CN212388543U (en) | On-site fixing device for ultra-high cable wind rope | |
| CN212336879U (en) | Modular holding pole |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| C56 | Change in the name or address of the patentee | ||
| CP01 | Change in the name or title of a patent holder |
Address after: 518026 Guangdong city of Shenzhen province Futian District Fu Road King Fook building, block 20-22 Patentee after: Shenzhen Gongkan Geotechnical Group Co., Ltd. Address before: 518026 Guangdong city of Shenzhen province Futian District Fu Road King Fook building, block 20-22 Patentee before: Shenzhen Gongkan Geotechnical Engineering Co., Ltd. |
|
| 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: 20140618 Termination date: 20181129 |