CN206737556U - A kind of job site enclosure wall being used in turn - Google Patents
A kind of job site enclosure wall being used in turn Download PDFInfo
- Publication number
- CN206737556U CN206737556U CN201720122795.2U CN201720122795U CN206737556U CN 206737556 U CN206737556 U CN 206737556U CN 201720122795 U CN201720122795 U CN 201720122795U CN 206737556 U CN206737556 U CN 206737556U
- Authority
- CN
- China
- Prior art keywords
- enclosure
- enclosure wall
- upright post
- turn
- job site
- 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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Abstract
The utility model discloses " a kind of job site enclosure wall being used in turn ".Including enclosure upright post (1), suspension column anchor plate (2) is fixed in enclosure wall concrete foundation with bolt (3), metope (4) uses foam color steel between enclosure wall, lead to (5) connection so that it is integrally formed with twice side between enclosure upright post (1), (6) are enclosure wall shot-light rod.The utility model can be processed with regularization, can be used in turn, and meet the needs of construction unit is to job site large-scale advertisement.The utility model makes simple, and material used is most common material, is easy to purchase, beneficial to promoting the use of.
Description
Technical field
Building field is the utility model is related to, more particularly to a kind of job site enclosure wall being used in turn.
Background technology
Enclosure wall in architectural engineering, plays a part of enclosing isolation, and enclosure wall face is more that construction unit or unit in charge of construction make
For the carrier of advertising；
The characteristics of architectural engineering, determine the characteristics of enclosure wall is as engineering temporary facility；Conventional enclosure wall uses brick or steel
The enclosure wall that material, iron sheet make, recoverable rate are low.
Utility model content
The utility model embodiment provides a kind of job site enclosure wall being used in turn, and its component is set using standardization
Meter, recyclable to be used in turn, recovery utilization rate is high.
A kind of job site enclosure wall being used in turn that the utility model embodiment provides, including at least two truss-likes
Enclosure upright post (1), each truss-like enclosure upright post (1) is formed with C-type steel and side are logical, in column shape；
At least two suspension column anchor plates (2), each suspension column anchor plate (2) are separately positioned on each truss-like enclosure upright post
(1) bottom, the screw hole being securable in enclosure wall concrete foundation is provided with each suspension column anchor plate (2)；
Connecting rod (5), it is connected laterally between each enclosure upright post (1), will connects between each enclosure upright post (1)
Connect integral；
Metope (4), it is fixed on each enclosure upright post (1) and forms on the whole, in metope shape.
Alternatively, it is additionally provided with the enclosure wall shot-light rod (6) that protrudes horizontally up in the top surface of the metope (4).
Alternatively, the height of the enclosure upright post (1) is not less than 6m.
Alternatively, the enclosure upright post (1) using bolt in the wall concrete foundation with being attached fixation.
Alternatively, the metope (4) is formed using foam color steel.
It therefore the utility model can be processed with regularization, can be used in turn, meet that construction unit is big to job site
The demand of type advertisement.The utility model makes simply, and material used is most common material, is easy to purchase, beneficial to popularization
Use.
Brief description of the drawings
Accompanying drawing described herein is used for providing further understanding to of the present utility model, forms the part of the application,
Do not form to improper restriction of the present utility model.
Fig. 1 is enclosure structural representation；
Fig. 2 schemes for color steel enclosure wall 3D；
Fig. 3 is color steel enclosure wall plan；
Fig. 4 cuts open for color steel enclosure wall, elevation；
Fig. 5 is enclosure upright post basis drawing；
Fig. 6 is enclosure wall basis instrument grade beam；
Fig. 7 is B-B grade beam full-page proofs.
Reference：
1- enclosure wall lattice columns；2- anchor slabs；3- bolts；4- enclosure wall shingle nails；
5- connecting rods；6- shot-light rods.
Embodiment
The utility model is described in detail below in conjunction with accompanying drawing and specific embodiment, herein signal of the present utility model
Property embodiment and explanation be used for explaining the utility model, but be not intended as to restriction of the present utility model.
The present embodiment provides a kind of job site enclosure wall being used in turn, and it includes：At least two truss-like enclosure walls are stood
Post (1), quantity two suspension columns anchor plate (2) corresponding with enclosure upright post (1), connecting rod (5), metope (4).
Wherein, each truss-like enclosure upright post (1) is formed with C-type steel and side are logical, is connected laterally in column shape, connecting rod and is respectively enclosed
It is integral by being connected between each enclosure upright post (1) between wall column (1)；
The suspension column anchor plate (2) for being connected with enclosure wall concrete foundation is both provided with each enclosure upright post (1) bottom,
The screw hole being securable to is provided with each suspension column anchor plate (2), on the basis of being bolted on so as to it.Metope (4)
Be fixed on each enclosure upright post (1) composition is on the whole metope shape, to play buffer action, can act also as construction unit or construction
Unit carries out the carrier of advertising.
With prior art mutually this, the utility model can regularization processing, installation, remove convenient, the construction of enclosure wall can be reduced
Time, efficiency of construction is improved, so as to reduce construction cost to a certain extent.
Enclosure wall described in the utility model, meet regularization, principle of standardization, beneficial to promoting the use of.
Enclosure wall described in the utility model, component use standardized designs, and enclosure upright post is connected by screw bolts with enclosure wall basis,
Recyclable to be used in turn, recovery utilization rate is high, meets green, the theory of energy-saving and environmental protection.
As the signal of the present embodiment, it is additionally provided with the enclosure wall that protrudes horizontally up in the top surface of the metope (4) of the present embodiment and penetrates
Lamp rod (6), to install enclosure wall shot-light, realize metope setting illumination.
As the signal of the present embodiment, the height of the enclosure upright post (1) of the present embodiment is not less than 6m.
As the signal of the present embodiment, metope (4) is formed using foam color steel, and it can have polylith foam color steel group
Dress is formed, and one piece of foam color steel can also be used to form.
The basic calculation scheme of wherein job site enclosure wall is as follows：
(1), Wind load calculating
Shenzhen area
Fundamental wind pressure：Wo=0.45kN/m2
City proper, surface roughness are C classes, there is intensive building urban district
Obtain wind load height change factor Ux=0.650
Wind load Shape Coefficient Us=1.3
Wind pulse β is not consideredr=1.0
Then characteristi cvalue o fwindload：Wk=βxUsUxWo=1.0 × 1.3 × 0.65 × 0.45=0.38kN/mz
(2), the shearing resistance of enclosure wall suspension column checks
Line load suffered by enclosing wall column (truss upright-column spacing 3m)：0.38 × 3=1.14kN/m design loads, 1.4 × 1.14=
1.6kN/m
Truss suspension column is suffered to be sheared：V=1.14 × 6=6.84kN design loads V=1.4 × 6.84=9.58kN
Required shear resistent area ＞：9580/205=46.7mm2Every suspension column is embedded 4Reinforcing bar can meet as embedded part
It is required that
(3), enclosure wall antidumping checks
Truss pillar deadweight G1=0.216t
0.6 × 1.4 × 0.8 × 2.5=1.68t
0.5 × 0.5 × 2.4 × 2.5=1.5t
Wind load produces tilting moment Mk=Wk×B×H2/ 3=0.38 × 3 × 6 × 6/3=13.68kN.m
Resistance to tipping moment 16800+15000+2160=33960N=33.96kN
33.96 × 0.7=23.77kN.m
Tilting moment 13.68 × 1.5=20.52kN.m ＜ antidumpings 23.77kN.m meets to require
Embodiments described above, the restriction to the technical scheme protection domain is not formed.It is any in above-mentioned implementation
Modifications, equivalent substitutions and improvements made within the spirit and principle of mode etc., should be included in the protection model of the technical scheme
Within enclosing.
Claims (5)
- A kind of 1. job site enclosure wall being used in turn, it is characterised in that：Including at least two truss-like enclosure upright posts (1), each truss-like enclosure upright post (1) is formed with C-type steel and side are logical, is in Column shape；At least two suspension column anchor plates (2), each suspension column anchor plate (2) are separately positioned on each truss-like enclosure upright post (1) Bottom, the screw hole being securable in enclosure wall concrete foundation is provided with each suspension column anchor plate (2)；Connecting rod, it is connected laterally between each enclosure upright post (1), one will be connected between each enclosure upright post (1) It is overall；Metope (4), it is fixed on each enclosure upright post (1) and forms on the whole, in metope shape.
- 2. the job site enclosure wall according to claim 1 being used in turn, it is characterised in that：The enclosure wall shot-light rod (6) protruded horizontally up is additionally provided with the top surface of the metope (4).
- 3. the job site enclosure wall according to claim 1 being used in turn, it is characterised in that：The height of the enclosure upright post (1) is not less than 6m.
- 4. the job site enclosure wall according to claim 1 being used in turn, it is characterised in that：The enclosure upright post (1) using bolt in the wall concrete foundation with being attached fixation.
- 5. the job site enclosure wall according to claim 1 being used in turn, it is characterised in that：The metope (4) is formed using foam color steel.
Applications Claiming Priority (2)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201621082429 | 2016-09-26 | ||
| CN2016210824290 | 2016-09-26 |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN206737556U true CN206737556U (en) | 2017-12-12 |
Family
ID=60556745
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201720122795.2U Expired - Fee Related CN206737556U (en) | 2016-09-26 | 2017-02-10 | A kind of job site enclosure wall being used in turn |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN206737556U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110206383A (en) * | 2019-05-10 | 2019-09-06 | 上海二十冶建设有限公司 | Collapsible construction guard fender |
| CN110206384A (en) * | 2019-05-17 | 2019-09-06 | 五冶集团上海有限公司 | A kind of installation method of the temporary construction fence suitable for soil layer geology |
-
2017
- 2017-02-10 CN CN201720122795.2U patent/CN206737556U/en not_active Expired - Fee Related
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110206383A (en) * | 2019-05-10 | 2019-09-06 | 上海二十冶建设有限公司 | Collapsible construction guard fender |
| CN110206384A (en) * | 2019-05-17 | 2019-09-06 | 五冶集团上海有限公司 | A kind of installation method of the temporary construction fence suitable for soil layer geology |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| 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: 20171212 Termination date: 20200210 |