CN207392716U - A kind of tool-type suspension scaffold - Google Patents
A kind of tool-type suspension scaffold Download PDFInfo
- Publication number
- CN207392716U CN207392716U CN201721253001.2U CN201721253001U CN207392716U CN 207392716 U CN207392716 U CN 207392716U CN 201721253001 U CN201721253001 U CN 201721253001U CN 207392716 U CN207392716 U CN 207392716U
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- China
- Prior art keywords
- suspension scaffold
- stent
- tripod
- reinforced concrete
- tool
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Abstract
The utility model is related to a kind of tool-type suspension scaffolds, suspension scaffold is arranged on reinforced concrete barrel, the suspension scaffold includes tripod, walkway board, arc railing and safety net, the tripod is fixedly installed on by swell fixture on reinforced concrete barrel respectively, the walkway board is arranged on tripod and forms the aisle for people colleague, the arc railing is fixedly installed on by supporting rod on tripod, the safety net is fixedly installed on supporting rod, the arc railing and safety net are located on the outside of walkway board and form protective fence, the suspension scaffold is multiple, and it arranges and is arranged on reinforced concrete barrel.After the utility model can ensure sliding formwork completely, slip form platform remove, slip form supporting rod recycling, cylindrical structure bind construction worker construction operation safety.
Description
Technical field
The utility model is related to a kind of supporting racks, particularly a kind of tool-type suspension scaffold.
Background technology
After slding form operation, in previous construction embodiment, slip form platform is removed, continues cylindrical wall and binds knot
The construction of structure is carried out with " boldness of execution stems form superb skill ", and without any safety devices, the personal safety of operating personnel is not appointed
What measure guarantee, only with a safety belt, but operating personnel is again usually for " convenience " frequent not hanging safety belt, therefore,
Often there is operating personnel to accidentally drop and step on sky from falling from high altitude, give one's life for.Due to no safety devices, upper die is removed, support
The effect of bar recycling, the binding of the formwork erection that binds, reinforcing bar, concrete perfusion, is also very low.
Utility model content
The technical problems to be solved in the utility model is：A kind of tool-type suspension scaffold is provided, for reinforced concrete cylinder
Wall slding form operation ensures to top and removes sliding formwork mold, the safe construction of cylinder roof construction.
Solving the technical solution of above-mentioned technical problem is：A kind of tool-type suspension scaffold, suspension scaffold are arranged at reinforced concrete barrel
On, the suspension scaffold includes tripod, walkway board, arc railing and safety net, and the tripod passes through swell fixture respectively
It is fixedly installed on reinforced concrete barrel, the walkway board is arranged on tripod and forms the aisle for people colleague, the arc
Railing is fixedly installed on by supporting rod on tripod, and the safety net is fixedly installed on supporting rod, the arc railing and
Safety net is located on the outside of walkway board and forms protective fence, and the suspension scaffold is multiple, and arranges and be arranged on reinforced concrete barrel.
The further technical solution of the utility model is：The suspension scaffold includes interior suspension scaffold and outer suspension scaffold, described
Interior suspension scaffold and outer suspension scaffold are fixedly installed on the inside and outside both sides of reinforced concrete barrel, and the overhanging of the reinforced concrete barrel both sides respectively
Frame is arranged in loop configuration.
The tripod includes stent I, stent II and stent III, and described I one end of stent is fixedly connected with II one end of stent
And form angle, the stent III between stent I and stent II, III both ends of stent respectively with stent I and stent II
It is fixedly connected, the other end of the stent I and stent II is fixedly installed on by swell fixture on reinforced concrete barrel respectively.
One end that the tripod is connected with reinforced concrete barrel is equipped with junction steel plate, and passes through swell fixture by junction steel plate
It links together with reinforced concrete barrel.
Spacing between adjacent tripod is 1.2m.
The tripod and arc railing are made of steel pipe.
Due to the adoption of the above technical scheme, a kind of tool-type suspension scaffold of the utility model has the advantages that：
The utility model includes tripod, walkway board, arc railing and safety net, and tripod is set by swell fixture fixation
It is placed on reinforced concrete barrel, walkway board is arranged on tripod and forms the aisle for people colleague, such staff
In the work that walkway board walking is needed, safe ready.After the utility model can ensure sliding formwork completely, slip form platform
Remove, slip form supporting rod recycling, cylindrical structure bind construction worker construction operation safety.Since construction operation obtains safely
Effective guarantee has been arrived, has greatly improved the efficiency of construction operation.Since the design belongs to the design of tool-type, so the device
Reuse can be recycled, reduces construction cost.Compared with the existing stent built from ground, the utility model knot
Structure is simple, is easy for installation and removal, and cost is greatly saved.
It is in the following, special to a kind of technology of tool-type suspension scaffold of the utility model with reference to Figure of description and specific embodiment
Sign is further described.
Description of the drawings
Fig. 1：A kind of structure diagram of the tool-type suspension scaffold of the utility model.
Fig. 2：A kind of floor plan of the tool-type suspension scaffold of the utility model.
In above-mentioned attached drawing, each label declaration is as follows：
1- tripods, 2- columns（Supporting rod）, 3- junction steel plates, 4- swell fixtures, the wooden walkway boards of 5-, 6- arcs column
Bar, the close mesh safety nets of 7-, 8- reinforced concrete barrels, the outer suspension scaffolds of 9-, suspension scaffold in 10-.
Specific embodiment
A kind of tool-type suspension scaffold, suspension scaffold are arranged on reinforced concrete barrel, and the suspension scaffold includes tripod, aisle
Plate, arc railing and safety net, the tripod are fixedly installed on by swell fixture on reinforced concrete barrel respectively, the aisle
Plate is arranged on tripod and forms the aisle for people colleague, and the arc railing is fixedly installed on tripod by supporting rod
On, which is 2 or more, and using 3 in the present embodiment, which is arranged at supporting rod from top to bottom
On.The safety net is fixedly installed on supporting rod, and the arc railing and safety net are located on the outside of walkway board and form protection
Column.The suspension scaffold is multiple, and arranges and be arranged on reinforced concrete barrel.The suspension scaffold includes interior suspension scaffold and outer outstanding
Builder's jack, the interior suspension scaffold and outer suspension scaffold are fixedly installed on the inside and outside both sides of reinforced concrete barrel, and the reinforced concrete barrel two respectively
The suspension scaffold of side is arranged together in loop configuration, i.e. walkway board on suspension scaffold and protective fence also according to the shape of reinforced concrete barrel
Loop configuration is arranged together in, the personnel that are conveniently operated walk back and forth on walkway board and carry out operation, and protective fence can be prevented effectively
Operating personnel fall.The tripod includes stent I, stent II and stent III, and described I one end of stent and II one end of stent are fixed
Connect and form angle, the stent III between stent I and stent II, III both ends of stent respectively with stent I and branch
Frame II is fixedly connected, and the other end of the stent I and stent II is fixedly installed on by swell fixture on reinforced concrete barrel respectively.
One end that the tripod is connected with reinforced concrete barrel is equipped with junction steel plate, by swell fixture by junction steel plate and reinforced concrete cylinder
Wall links together.Spacing between adjacent tripod is 1.2m.The tripod and arc railing are made of steel pipe.
The tripod is the tripod with railing post being fabricated to steel pipe Φ 48 × 3.5, and arc railing is use
The railing of the corresponding radian of band of 48 × 3.5 brake formings of steel pipe Φ, walkway board are for being layed on tripod and forming platform
Wood based panel, billet is attached on tripod, safety net is bound on railing.
A kind of tool-type suspension scaffold specifically makes and mounting means is：
（1）Multiple tripods, each connector of steel pipe are made with the sizes according to actual needs of steel pipe Φ 48 × 3.5 and number
With being welded to connect.The width of usual tripod（That is the length of stent I）It is fabricated to 900mm, the column on tripod（It is used for
The supporting rod of fixed arc railing）High 1500mm.
（2）In tripod and concrete tube wall（That is reinforced concrete barrel）The end of connection, it is thick with long 1500mm, wide 100mm
The steel plate of 4mm is welded to connect therewith.Every piece of steel plate drill two holes Φ 16.
（3）The tripod made is horizontal circumferential along concrete tube wall, and adjacent tripod spacing is 1200mm, and use is swollen
Swollen screw is mounted on barrel.
（4）After tripod installs, the water of tripod is laid on along barrel circumferential direction level with the solid wood plate of 50mm thickness
Flat cross bar（That is stent I）On, plank is connected with plank using overlap joint, and lap-joint middle is squeezed into the iron nail of a 100mm long
Wherein, prevent plank from sliding.Platform walkway board is formd, convenient for standing and walking.
（5）After setting up guidance tape convenient for walking, with 48 Χ 3.5 of steel pipe Φ bent to barrel with radian（That is arc railing）With water
Flat ring is fixedly connected to mode with the column of tripod, that is, forms the annular safety railing of suspension scaffold.It is stood again in security guardrail
Face hangs up close mesh safety vertical net.
Tripod, column, the connecting plate of tripod end, walkway board, the horizontal circumferential column of the tool-type suspension scaffold
Bar should be customized according to corresponding actual size.Suspension scaffold is removed after the completion of suspension scaffold use.It can be simplified using the utility model
The process of setting up of interior outrigger is set up in high-altitude, easy to operate.After fully meeting slding form operation, slip form platform, recycling branch are removed
Strut installs the construction needs for the template that binds, during use, securely and reliably.The cantilever tripod removed can be repeated several times
It is used in turn.
Claims (6)
1. a kind of tool-type suspension scaffold, it is characterised in that：Suspension scaffold is arranged on reinforced concrete barrel, and the suspension scaffold includes three
Corner bracket, walkway board, arc railing and safety net, the tripod are fixedly installed on reinforced concrete barrel by swell fixture respectively
On, the walkway board is arranged on tripod and forms the aisle for people colleague, and the arc railing is set by supporting rod fixation
It is placed on tripod, the safety net is fixedly installed on supporting rod, and the arc railing and safety net are located on the outside of walkway board
And protective fence is formed, the suspension scaffold is multiple, and arranges and be arranged on reinforced concrete barrel.
2. a kind of tool-type suspension scaffold according to claim 1, it is characterised in that：The suspension scaffold includes interior suspension scaffold
With outer suspension scaffold, the interior suspension scaffold and outer suspension scaffold are fixedly installed on the inside and outside both sides of reinforced concrete barrel, and the reinforced concrete respectively
The suspension scaffold of barrel both sides is arranged in loop configuration.
3. a kind of tool-type suspension scaffold according to claim 1, it is characterised in that：The tripod includes stent I, stent
II and stent III, described I one end of stent be fixedly connected with II one end of stent and form angle, the stent III is located at I He of stent
Between stent II, which is fixedly connected respectively with stent I and stent II, the stent I and stent II it is another
End is fixedly installed on by swell fixture on reinforced concrete barrel respectively.
4. a kind of tool-type suspension scaffold according to claim 1, it is characterised in that：The tripod connects with reinforced concrete barrel
The one end connect is equipped with junction steel plate, and passes through swell fixture and junction steel plate and reinforced concrete barrel link together.
5. a kind of tool-type suspension scaffold according to claim 1, it is characterised in that：Spacing between adjacent tripod is
1.2m。
6. a kind of tool-type suspension scaffold according to claim 1, it is characterised in that：The tripod and arc railing are
Made of steel pipe.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721253001.2U CN207392716U (en) | 2017-09-27 | 2017-09-27 | A kind of tool-type suspension scaffold |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721253001.2U CN207392716U (en) | 2017-09-27 | 2017-09-27 | A kind of tool-type suspension scaffold |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN207392716U true CN207392716U (en) | 2018-05-22 |
Family
ID=62405370
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201721253001.2U Expired - Fee Related CN207392716U (en) | 2017-09-27 | 2017-09-27 | A kind of tool-type suspension scaffold |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN207392716U (en) |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108979113A (en) * | 2018-06-27 | 2018-12-11 | 中国核工业华兴建设有限公司 | Plain type nuclear power plant equipment gate operation platform |
| CN109083015A (en) * | 2018-08-31 | 2018-12-25 | 中交二航局第四工程有限公司 | A kind of Demountable combined-type steel form operation platform |
| CN110029579A (en) * | 2019-03-16 | 2019-07-19 | 驿涛建工股份有限公司 | A kind of bridge construction suspension operation platform |
| CN114427287A (en) * | 2022-02-23 | 2022-05-03 | 中建八局第二建设有限公司 | Triangular overhanging scaffold support for frame beam and use method thereof |
-
2017
- 2017-09-27 CN CN201721253001.2U patent/CN207392716U/en not_active Expired - Fee Related
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108979113A (en) * | 2018-06-27 | 2018-12-11 | 中国核工业华兴建设有限公司 | Plain type nuclear power plant equipment gate operation platform |
| CN108979113B (en) * | 2018-06-27 | 2021-07-02 | 中国核工业华兴建设有限公司 | Simple nuclear power station equipment gate construction platform |
| CN109083015A (en) * | 2018-08-31 | 2018-12-25 | 中交二航局第四工程有限公司 | A kind of Demountable combined-type steel form operation platform |
| CN110029579A (en) * | 2019-03-16 | 2019-07-19 | 驿涛建工股份有限公司 | A kind of bridge construction suspension operation platform |
| CN114427287A (en) * | 2022-02-23 | 2022-05-03 | 中建八局第二建设有限公司 | Triangular overhanging scaffold support for frame beam and use method thereof |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CP03 | Change of name, title or address | ||
| CP03 | Change of name, title or address |
Address after: 545002 Metallurgical Building No. 115 Beikao Road, Liuzhou City, Guangxi Zhuang Autonomous Region Patentee after: GUANGXI CONSTRUCTION ENGINEERING GROUP METALLURGICAL CONSTRUCTION Co.,Ltd. Address before: No. 115 Beikao Road, Liuzhou City, Liuzhou City, Guangxi Zhuang Autonomous Region Patentee before: GUANGXI METALLURGICAL CONSTRUCTION Corp. |
|
| 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: 20180522 |