CN207194484U - A kind of assembled level chooses net support system - Google Patents
A kind of assembled level chooses net support system Download PDFInfo
- Publication number
- CN207194484U CN207194484U CN201720772107.7U CN201720772107U CN207194484U CN 207194484 U CN207194484 U CN 207194484U CN 201720772107 U CN201720772107 U CN 201720772107U CN 207194484 U CN207194484 U CN 207194484U
- Authority
- CN
- China
- Prior art keywords
- wall body
- supporting frame
- stress
- support system
- stress supporting
- 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
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- NJPPVKZQTLUDBO-UHFFFAOYSA-N novaluron Chemical compound C1=C(Cl)C(OC(F)(F)C(OC(F)(F)F)F)=CC=C1NC(=O)NC(=O)C1=C(F)C=CC=C1F NJPPVKZQTLUDBO-UHFFFAOYSA-N 0.000 claims abstract description 20
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims abstract description 13
- 229910000831 Steel Inorganic materials 0.000 claims description 8
- 239000010959 steel Substances 0.000 claims description 8
- 238000009434 installation Methods 0.000 description 6
- 238000010276 construction Methods 0.000 description 4
- 230000001681 protective effect Effects 0.000 description 4
- 238000010586 diagram Methods 0.000 description 3
- 239000003795 chemical substances by application Substances 0.000 description 2
- 230000006378 damage Effects 0.000 description 2
- 230000003203 everyday effect Effects 0.000 description 2
- 238000012423 maintenance Methods 0.000 description 2
- 230000009286 beneficial effect Effects 0.000 description 1
- 230000003139 buffering effect Effects 0.000 description 1
- 230000002354 daily effect Effects 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 238000000338 in vitro Methods 0.000 description 1
- 239000000463 material Substances 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 238000007493 shaping process Methods 0.000 description 1
Landscapes
- Working Measures On Existing Buildindgs (AREA)
Abstract
It the utility model is related to a kind of assembled level and choose net support system, including the wall body built-in fitting being embedded in advance in wall body structure and the end stress pedestal being fixedly connected with the wall body built-in fitting, also include stress supporting frame and Double-layer water plain net, the stress supporting frame is hinged with the end stress pedestal, the Double-layer water plain net is arranged above the stress supporting frame, and it sets up simplicity, and cost is cheap, and it is safe and reliable, while install, remove conveniently.
Description
Technical field
Building external horizontal protective field is the utility model is related to, more particularly to a kind of assembled level chooses net support system
System.
Background technology
Existing horizontal net protectiving scheme is set up using 48 steel pipes mostly, sets up that difficulty is big, required for setting up
Labour cost and circulation material take height.Also partial protection scheme also uses shaping type building external safety net, but in security
On go back Shortcomings, mainly stress pedestal in end is fixedly connected with mode with what stress supporting frame used, while installs, removes
It is nor very convenient.
Utility model content
The technical problems to be solved in the utility model is to provide a kind of assembled level and chooses net support system, to original construction
Technique is improved, it is intended to which, by entirely being designed and produced to the Force Calculation of support system, each component, actual field installation makes
Studied in detail with the several aspects of maintenance, form a set of effective support system scheme.
To achieve the above object, the utility model provides a kind of assembled level and chooses net support system, including is embedded in advance
Wall body built-in fitting in wall body structure and the end stress pedestal being fixedly connected with the wall body built-in fitting, in addition to stress branch
Support body and Double-layer water plain net, the stress supporting frame are hinged with the end stress pedestal, and the Double-layer water plain net is set
Above the stress supporting frame.
Preferably, one end of the Double-layer water plain net is connected to the wall body structure, and the other end is connected to the stress branch
Support is held in vitro.
Preferably, in addition to stressed wire rope, the stressed wire rope are located above the stress supporting frame, and one end connects
The wall body structure is connected to, the other end is connected to the outer end of the stress supporting frame.
Preferably, one end of the stressed wire rope is connected by bolt with the wall body structure, and the other end passes through back-off
It is connected in the U-shaped button on the stress supporting frame with the stress supporting frame.
Preferably, in addition to stressed wire rope, respectively positioned at the stress supporting frame over and under, one end is connected to
The wall body structure, the other end are connected to the stress supporting frame.
Preferably, one end of the stressed wire rope is connected by bolt with the wall body structure, and the other end passes through back-off
It is connected in the U-shaped button on the stress supporting frame with the stress supporting frame.
Preferably, the wall body built-in fitting is arranged at the external angle position of the wall body structure, and the end stress pedestal is fitted
With external corner.
Preferably, the wall body built-in fitting is arranged at the straight angle position of the wall body structure, and the end stress pedestal is fitted
Angle of trim.
The beneficial effect of above-mentioned technical proposal of the present utility model is:
Assembled level in such scheme chooses net support system, sets up simplicity, and cost is cheap, and securely and reliably, together
When installation, remove it is convenient.
Brief description of the drawings
Fig. 1 is that assembled level of the present utility model chooses net support system schematic diagram;
Fig. 2 is external corner hinged joint schematic diagram of the present utility model;
Fig. 3 is straight angle hinged joint schematic diagram of the present utility model.
Description of reference numerals:
1st, wall body built-in fitting;
2nd, end stress pedestal;
3rd, stress supporting frame;
4th, bolt;
5th, Double-layer water plain net;
6th, stressed wire rope;
7th, steel wire rope is protected.
Embodiment
To make the technical problems to be solved in the utility model, technical scheme and advantage clearer, below in conjunction with accompanying drawing
And specific embodiment is described in detail.
As shown in figure 1, the utility model, which provides a kind of assembled level, chooses net support system, including it is embedded in wall body structure in advance
In wall body built-in fitting 1 and the end stress pedestal 2 that is fixedly connected with the wall body built-in fitting 1, in addition to stress support frame
Body 3 and Double-layer water plain net 5, the stress supporting frame 3 and the end stress pedestal be hinged 2, the Double-layer water plain net 5 is set
Above the stress supporting frame 3, during use, first during main structure construction by wall body built-in fitting 1 according to
Design attitude carry out it is precisely pre-buried, treat outer protection support body before removing by the installation of end stress pedestal 2, after outer protective frame is removed
Stress supporting frame 3 is lifted in place by tower crane, adjusts installation after angle, treats that whole support system installation and debugging are complete
Into rear tight double layer security horizontal net, level is chosen when net support system no longer plays safety protection function and utilizes tower crane or crane
It is removed according to the opposite sequence of installation and carries out daily maintenance, wall body built-in fitting sets during main structure construction
Put, by the accurate pre-buried destruction avoided to agent structure of built-in fitting, stress supporting frame 3 is adopted with end stress pedestal 2
With the type of attachment of hinged joint, stress can be supported when Double-layer water plain net 5 is by heavy impact by the design of hinged joint
Slight rotation is produced between support body 3 and end stress pedestal 2, offsets the part moment of flexure received at node.
Specifically, as shown in figure 1, one end of the Double-layer water plain net 5 is connected to the wall body structure, the other end is connected to
The outer end of stress supporting frame 3, it is tensioned after the completion of debugging is installed to prevent falling from high altitude thing.
Specifically, as shown in figure 1, also including stressed wire rope 6, the stressed wire rope 6 is located at the stress support frame
The top of body 3, one end are connected to the wall body structure, and the other end is connected to the outer end of the stress supporting frame 3.
Specifically, as shown in figure 1, one end of the stressed wire rope 6 is connected by bolt 4 with the wall body structure, separately
One end is connected by back-off in the U-shaped button on support frame as described above body with the stress supporting frame 3.
Specifically, as shown in figure 1, also include protection steel wire rope 7, respectively above the stress supporting frame 3 and under
Side, one end are connected to the wall body structure, and the other end is connected to the stress supporting frame 3.
Specifically, as shown in figure 1, one end of the stressed wire rope 6 is connected by bolt 4 with the wall body structure, separately
One end is connected by back-off in the U-shaped button on the stress supporting frame 3 with the stress supporting frame 3.
With regard to this, the setting of safety steel cable is divided to stress and protection two kinds of setting forms again, and stressed wire rope 6 can ensure
Support system stability used in everyday, the design of protection steel wire rope 7 are intended to support system by ensuring stress after enormous impact
Supporting frame 3 is movable in the range of safe and reasonable, and power is discharged by safety steel cable to be made so as to play very big buffering
With also ensureing the security of support system while being played a protective role to pendant people, junk.
Specifically, as shown in Fig. 2 the wall body built-in fitting is arranged at the external angle position of the wall body structure, the end
Stress pedestal 2 is adapted to external corner.
Specifically, as shown in figure 3, the wall body built-in fitting is arranged at the straight angle position of the wall body structure, the end
Stress pedestal 2 is adapted to the straight angle.
In such scheme, the setting of wall body built-in fitting during main structure construction, accurate by built-in fitting pre-buried avoids
Destruction to agent structure;Type of attachment of the stress supporting frame 3 with end stress pedestal 2 using hinged joint, to pendant people, falls
Also the security of support system is ensured while thing plays a protective role;The setting of safety steel cable is divided to two kinds of stress and protection again
Setting form, support system stability used in everyday was both ensured, and can is enough to ensure frame after support system is by enormous impact
Body is movable in the range of safe and reasonable, and it sets up simplicity, and cost is cheap, and securely and reliably, while install, remove conveniently.
Described above is preferred embodiment of the present utility model, it is noted that for the ordinary skill of the art
For personnel, on the premise of principle described in the utility model is not departed from, some improvements and modifications can also be made, these improvement
The scope of protection of the utility model is also should be regarded as with retouching.
Claims (8)
1. a kind of assembled level chooses net support system, it is characterised in that including the wall body built-in fitting being embedded in advance in wall body structure
And the end stress pedestal being fixedly connected with the wall body built-in fitting, in addition to stress supporting frame and Double-layer water plain net, institute
State stress supporting frame to be hinged with the end stress pedestal, the Double-layer water plain net is arranged on the stress supporting frame
Side.
2. assembled level according to claim 1 chooses net support system, it is characterised in that the one of the Double-layer water plain net
End is connected to the wall body structure, and the other end is connected to the stress supporting frame outer end.
3. assembled level according to claim 1 chooses net support system, it is characterised in that also including stressed wire rope,
The stressed wire rope is located above the stress supporting frame, and one end is connected to the wall body structure, and the other end is connected to institute
State the outer end of stress supporting frame.
4. assembled level according to claim 3 chooses net support system, it is characterised in that the one of the stressed wire rope
End be connected by bolt with the wall body structure, the other end by back-off in the U-shaped button on the stress supporting frame with it is described
Stress supporting frame connects.
5. assembled level according to claim 1 chooses net support system, it is characterised in that also include protection steel wire rope,
Respectively positioned at the stress supporting frame over and under, one end is connected to the wall body structure, and the other end is connected to institute
State stress supporting frame.
6. assembled level according to claim 5 chooses net support system, it is characterised in that the one of the stressed wire rope
End be connected by bolt with the wall body structure, the other end by back-off in the U-shaped button on the stress supporting frame with it is described
Stress supporting frame connects.
7. assembled level according to claim 1 chooses net support system, it is characterised in that the wall body built-in fitting is set
In the external angle position of the wall body structure, the end stress pedestal is adapted to external corner.
8. assembled level according to claim 1 chooses net support system, it is characterised in that the wall body built-in fitting is set
In the straight angle position of the wall body structure, the end stress pedestal is adapted to the straight angle.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201720772107.7U CN207194484U (en) | 2017-06-29 | 2017-06-29 | A kind of assembled level chooses net support system |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201720772107.7U CN207194484U (en) | 2017-06-29 | 2017-06-29 | A kind of assembled level chooses net support system |
Publications (1)
Publication Number | Publication Date |
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CN207194484U true CN207194484U (en) | 2018-04-06 |
Family
ID=61785227
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
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CN201720772107.7U Expired - Fee Related CN207194484U (en) | 2017-06-29 | 2017-06-29 | A kind of assembled level chooses net support system |
Country Status (1)
Country | Link |
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CN (1) | CN207194484U (en) |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN111561171A (en) * | 2020-04-30 | 2020-08-21 | 中国五冶集团有限公司 | External-insertion portable type limb protection structure and protection method for high-altitude plank road |
-
2017
- 2017-06-29 CN CN201720772107.7U patent/CN207194484U/en not_active Expired - Fee Related
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN111561171A (en) * | 2020-04-30 | 2020-08-21 | 中国五冶集团有限公司 | External-insertion portable type limb protection structure and protection method for high-altitude plank road |
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Legal Events
Date | Code | Title | Description |
---|---|---|---|
GR01 | Patent grant | ||
GR01 | Patent grant | ||
CP01 | Change in the name or title of a patent holder |
Address after: 102399 No. 32, Heishan Avenue, Mentougou District, Beijing Patentee after: Beijing Jingneng Construction Group Co.,Ltd. Address before: 102399 No. 32, Heishan Avenue, Mentougou District, Beijing Patentee before: BEIJING KUANGJIAN CONSTRUCTION GROUP CO.,LTD. |
|
CP01 | Change in the name or title of a patent holder | ||
CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20180406 |
|
CF01 | Termination of patent right due to non-payment of annual fee |