CN202658874U - Flexible wall connecting piece device - Google Patents
Flexible wall connecting piece device Download PDFInfo
- Publication number
- CN202658874U CN202658874U CN2012203097965U CN201220309796U CN202658874U CN 202658874 U CN202658874 U CN 202658874U CN 2012203097965 U CN2012203097965 U CN 2012203097965U CN 201220309796 U CN201220309796 U CN 201220309796U CN 202658874 U CN202658874 U CN 202658874U
- Authority
- CN
- China
- Prior art keywords
- scaffold
- connecting piece
- wire rope
- flexible wall
- piece device
- 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 - Lifetime
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- 229910000831 Steel Inorganic materials 0.000 claims abstract description 9
- 239000010959 steel Substances 0.000 claims abstract description 9
- 238000010276 construction Methods 0.000 abstract description 6
- 238000004873 anchoring Methods 0.000 abstract description 4
- 230000009286 beneficial effect Effects 0.000 abstract description 2
- 238000009432 framing Methods 0.000 abstract 1
- 238000000034 method Methods 0.000 description 2
- 102000016938 Catalase Human genes 0.000 description 1
- 108010053835 Catalase Proteins 0.000 description 1
- 238000009435 building construction Methods 0.000 description 1
- 230000007812 deficiency Effects 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 230000002787 reinforcement Effects 0.000 description 1
- 239000011435 rock Substances 0.000 description 1
- 230000002459 sustained effect Effects 0.000 description 1
- 238000003466 welding Methods 0.000 description 1
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Abstract
The utility model belongs to the field of construction engineering, and in particular relates to the field of high slope scaffold framing construction in hydraulic and hydroelectric engineering, in particular to a flexible wall connecting piece device for a high scaffold. The flexible wall connecting piece device comprises a steel wire rope anchor rod and an anchoring steel wire rope, wherein one end of the anchoring steel wire rope is connected with one end of the steel wire rope anchor rod; and the other end of the anchoring steel wire rope is connected with a node of an upright post outside a bent frame. The flexible wall connecting piece device has the beneficial effects that a high slope scaffold in the hydraulic and hydroelectric engineering needs to be connected by adopting a rigid wall connecting piece according to specification requirements and adopting the flexible wall connecting piece device at the same time, speaking from the stress, the force given to the scaffold by the flexible connection is horizontal slope-facing force and vertically upward force; the capsizing resistance of the scaffold can be improved by the horizontal force; part vertical load of the scaffold can be born by the vertical force; and in such a way, the overall instability resistance of the scaffold is improved jointly, so that the overall stability of the scaffold is improved, the safety operation of an ultra-high scaffold is ensured, and the problems of poor capsizing resistance and poor mechanical disturbance resistance of the scaffold are solved effectively.
Description
Technical field
The utility model belongs to building engineering field, relates in particular to Hydraulic and Hydro-Power Engineering high slope scaffold building construction field.
Background technology
Need that in Construction for Hydroelectric Project high slope is carried out anchoring and administer, and the effective carrier that scaffold is administered as slope anchorage has very important status in the high slope supporting.In being connected of scaffold and side slope, generally adopt the method for bolt or welding and scaffold to reinforce, this reinforcement means is simple to operation as rigid connector, uses extensively in scaffold is reinforced.But because building of scaffold itself is highly higher, the wind load that is subject to, construction equipment load are larger, simultaneously because geological conditions is relatively poor, shallow top layer catalase, Rolling Stone, landslide phenomenon very easily occur, uncertain, huge capsizing case might occur, and conventional scaffold building plan resistance to capsizing is difficult to guarantee the resistance to overturning of scaffold.In addition in the supporting construction process, construction machinery produces vibration to scaffold, if vibration is large or the sustained vibration overlong time will affect being connected of rigid connecting tube and scaffold, particularly fastener connecting portion, fastener becomes flexible easily.
Summary of the invention
Problem to be solved in the utility model is exactly that a kind of flexible wall-connecting piece device that can effectively solve the problem of the poor and anti-mechanical disturbance ability of scaffold resistance to capsizing in Hydraulic and Hydro-Power Engineering high slope scaffold is reinforced is provided for above deficiency.Its technical scheme is as follows:
It comprises rope bolt and draws the anchor wire rope, draws anchor wire rope one end to be connected with rope bolt one end, and the other end is connected with framed bent outside vertical rod node.
Compared with prior art, the beneficial effect that the utlity model has is:
1, because Hydraulic and Hydro-Power Engineering high slope scaffold height is far longer than 24 meters, so must adopt according to code requirement outside the rigid connecting tube connection, adopt again simultaneously this flexible wall-connecting piece device, on stressed, flexibly connecting the power of giving scaffold is that level is to domatic power and power vertically upward, horizontal force can improve the resistance to capsizing of scaffold, vertical force can be born scaffold part vertical load, come so jointly to improve the anti-whole unstability ability of scaffold, thereby improve the resistance to overturning of scaffold, guarantee the safe operation of superelevation scaffold, efficiently solve the problem of the poor and anti-mechanical disturbance ability of resistance to capsizing of scaffold.
2, simultaneously, if scaffold is vibrated or impact force, draw the anchor steel cable with stressed, consume portion of energy by distortion, the protection rigid connecting tube was played a role with being connected of scaffold.
Description of drawings
Fig. 1 is the utility model structural representation.
The specific embodiment
Referring to Fig. 1, the utility model comprises rope bolt 1 and draws anchor wire rope 2, rope bolt 1 adopts the steel cable of two gangs of diameter of phi 16mm to be entwined, one end termination of rope bolt 1 connects clasp 4, draw respectively connecting steel wire ropes wire clips 3 of anchor wire rope 2 two ends, draw anchor wire rope 2 one ends to be connected with rope bolt 1 one ends by wire rope wire clips 3.
During use, rope bolt 1 is anchored in the side slope rock (or works), rope bolt 1 length 2.0m, draw anchor wire rope 2 one ends to be connected with the clasp 4 of rope bolt 1 termination by wire rope wire clips 3, draw that anchor wire rope 2 other ends are horizontal with scaffold outermost node 5(, vertical equity cross bar and vertical rod knot point) lock by wire rope wire clips 3 and to be connected.Draw anchor wire rope 2 horizontal by 43 ° of-48 ° of angle γ of updip.
Flexibility is drawn the non-supporting of anchor wall-connecting piece district to step into row according to 4 steps 3 and is arranged that the supporting district steps into row according to 2 steps 3 and arranges.
Claims (4)
1. the one kind high flexible wall-connecting piece device of scaffold is characterized in that comprising rope bolt (1) and draws anchor wire rope (2), and draw anchor wire rope (2) one ends to be connected with rope bolt (1) one end, the other end is connected with framed bent outside vertical rod node (5).
2. the flexible wall-connecting piece device of described high scaffold according to claim 1 is characterized in that drawing anchor wire rope (2) two ends to connect and all adopts wire rope wire clips (3) fixing.
3. the flexible wall-connecting piece device of described high scaffold according to claim 1 is characterized in that an end termination of rope bolt (1) connects clasp (4).
4. the flexible wall-connecting piece device of described high scaffold according to claim 1 is characterized in that rope bolt (1) adopts two strands of steel cables to be entwined.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2012203097965U CN202658874U (en) | 2012-06-28 | 2012-06-28 | Flexible wall connecting piece device |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2012203097965U CN202658874U (en) | 2012-06-28 | 2012-06-28 | Flexible wall connecting piece device |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN202658874U true CN202658874U (en) | 2013-01-09 |
Family
ID=47453788
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN2012203097965U Expired - Lifetime CN202658874U (en) | 2012-06-28 | 2012-06-28 | Flexible wall connecting piece device |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN202658874U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104088452A (en) * | 2014-07-02 | 2014-10-08 | 浙江万华建设有限公司 | Connecting piece for cantilever beam scaffold |
| CN108560556A (en) * | 2018-05-22 | 2018-09-21 | 北京六建集团有限责任公司 | A kind of deep foundation ditch concrete pumping system and its construction method |
-
2012
- 2012-06-28 CN CN2012203097965U patent/CN202658874U/en not_active Expired - Lifetime
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104088452A (en) * | 2014-07-02 | 2014-10-08 | 浙江万华建设有限公司 | Connecting piece for cantilever beam scaffold |
| CN108560556A (en) * | 2018-05-22 | 2018-09-21 | 北京六建集团有限责任公司 | A kind of deep foundation ditch concrete pumping system and its construction method |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CX01 | Expiry of patent term |
Granted publication date: 20130109 |
|
| CX01 | Expiry of patent term |