CN206554609U - The detachable prefabricated enclosure wall of job site - Google Patents
The detachable prefabricated enclosure wall of job site Download PDFInfo
- Publication number
- CN206554609U CN206554609U CN201621315887.4U CN201621315887U CN206554609U CN 206554609 U CN206554609 U CN 206554609U CN 201621315887 U CN201621315887 U CN 201621315887U CN 206554609 U CN206554609 U CN 206554609U
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- CN
- China
- Prior art keywords
- fixture
- enclosure wall
- job site
- column
- support
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- 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 is related to enclosure wall technical field, discloses a kind of detachable prefabricated enclosure wall of job site.The utility model includes supporting the supporting frame of the curtain wall penel and support curtain wall penel between the column of fixed enclosure wall, the concrete foundation of column bottom vertical columns, column, the column includes horizontally disposed cube frame, the hound being located at respectively between the vertical rod on the outside of the drift angle of cube frame four and neighboring cubes framework, the cube frame is distributed along vertical rod uniform intervals, and the hound is separately positioned on cube frame opposite sides face；The concrete foundation surface is provided with buried plate, and column bottom is connected with chemical anchor bolts with buried plate；The curtain wall penel is connected with bolt with supporting frame, and curtain wall penel is bolted to connection with column.The utility model is simple in construction, cost is low, easy installation and removal, live turnover rate are high.
Description
Technical field
The utility model is related to enclosure wall technical field, the detachable prefabricated enclosure wall of more particularly to a kind of job site.
Background technology
Job site provides extremely favourable guarantee using enclosure wall for engineering safety, to the whole project construction normally operation and
Safety has extremely important meaning.Traditional enclosure wall is disposable mostly, and multi-purpose concreting is formed, or is brick
Structure, or iron sheet are enclosed, and can not be reused, and are a very big waste, scene to human and material resources, financial resources
The interim enclosure wall that makes delays construction speed and not environmentally friendly enough, it is impossible to meet the requirement of green construction.
Utility model content
The utility model provides a kind of low simple in construction, cost, easy installation and removal, live turnover rate high job site
Detachable prefabricated enclosure wall.
The technical problem to be solved is：Traditional enclosure wall is disposable mostly, can not be reused, in manpower,
It is great waste in terms of material resources, financial resources.
In order to solve the above technical problems, the utility model is adopted the following technical scheme that：
The detachable prefabricated enclosure wall of the utility model job site, including support are fixed the column of enclosure wall, column bottom and consolidated
Determine the curtain wall penel between the concrete foundation of column, column and support the supporting frame of curtain wall penel, the column is set including level
The cube frame put, the diagonal brace being located at respectively between the vertical rod on the outside of the drift angle of cube frame four and neighboring cubes framework
Bar, the cube frame is distributed along vertical rod uniform intervals, and the hound is separately positioned on cube frame opposite sides face；
The concrete foundation surface is provided with buried plate, and column bottom is connected with chemical anchor bolts with buried plate；The curtain wall penel is with spiral shell
Bolt is connected with supporting frame, and curtain wall penel is bolted to connection with column.
The detachable prefabricated enclosure wall of the utility model job site, further, the vertical rod, cube frame and diagonal brace
Bar is made of equal leg angle.
The detachable prefabricated enclosure wall of the utility model job site, further, the vertical rod and cube frame etc.
The hem width of corner angle and the equal leg angle hem width ratio of hound are 4:3.
The detachable prefabricated enclosure wall of the utility model job site, further, the strength grade of the concrete foundation
For C30.
The detachable prefabricated enclosure wall of the utility model job site, further, support frame as described above body include main longitudinal grider, master
Crossbeam, support beam and support stringer, main longitudinal grider and main beam are enclosed to be set in the middle part of the supporting frame housing to form rectangle, main longitudinal grider
There is support beam, the parallel main beam of support beam is set, and the end of support beam is fixedly connected by fixture group with vertical rod, is propped up
Support longeron to be distributed along main beam uniform intervals, support stringer be arranged in parallel with main longitudinal grider.
The detachable prefabricated enclosure wall of the utility model job site, further, the main longitudinal grider, main beam and support are horizontal
Liang Jun is made of channel-section steel.
The detachable prefabricated enclosure wall of the utility model job site, further, the fixture group include fixture one
With fixture two, fixture one and fixture two are square fixture, and the one side of fixture one is weldingly fixed on support
On the upper side wing of beam-end, the notch direction of fixture one and the notch of support beam are set in the opposite direction, fixture one
Another side and the one side of fixture two be bolted, the another side of fixture two is weldingly fixed on the side of vertical rod
On wall, the notch direction of fixture two is identical with the notch direction of support beam to be set.
The detachable prefabricated enclosure wall of the utility model job site, further, in addition to cover plate, the cover plate, which is located at, to be led
At the top of longeron.
The detachable prefabricated enclosure wall of the utility model job site, further, the cover plate is with bolt or welding and master
It is connected at the top of longeron.
The detachable prefabricated enclosure wall of the utility model job site, further, the curtain wall penel use cold-rolled steel sheet system
Into.
The detachable prefabricated enclosure wall of the utility model job site has the advantages that compared with prior art：
The detachable prefabricated enclosure wall prefabricated components of the utility model job site, Assembling is carried out large-scale without scene
Construction, easy for installation, speed of application is fast, improves the efficiency of construction of workman, substantially reduces construction period；Using steel construction as
The agent structure of enclosure wall, it is ensured that the intensity and durability of enclosure wall, stable safety, convenient disassembly is harmless dismounting, transferable
Place is reused, and live turnover rate is high, reduces cost, reduces the waste of material, and assembling realizes smoke dust construction, subtracted
Lack the pollution to environment, realize green construction；Can be according to the requirements of different job sites, flexible assembling different length encloses
Wall, adjusts the position of every section of enclosure wall, different construction sites is adapted to greatest extent, the scope of application is more extensive.
The detachable prefabricated enclosure wall of job site of the present utility model is described further below in conjunction with the accompanying drawings.
Brief description of the drawings
Fig. 1 is the structural representation of the detachable prefabricated enclosure wall of the utility model job site；
Fig. 2 is the left view of column；
Fig. 3 is the connection diagram of column and concrete foundation；
Fig. 4 is the support beam of supporting frame and the connection left view of vertical rod；
Fig. 5 is the support beam of supporting frame and the connection front view of vertical rod；
Fig. 6 is the support beam of supporting frame and the connection top view of vertical rod.
Reference：
1- columns；11- cube frames；12- vertical rods；13- hounds；2- concrete foundations；21- buried plates；3- curtain wall penels；
4- supporting frames；41- main longitudinal griders；42- main beams；43- support beams；44- support stringers；45- cover plates；46- fixtures one；
47- fixtures two；5- chemical anchor bolts.
Embodiment
As shown in figure 1, column 1 of the detachable prefabricated enclosure wall of the utility model job site including the fixed enclosure wall of support,
Curtain wall penel 3 between the concrete foundations 2 of the bottom vertical columns 1 of column 1, column 1 and the supporting frame 4 for supporting curtain wall penel 3, stand
Post 1 includes horizontally disposed cube frame 11, the vertical rod 12 being located at respectively on the outside of the drift angle of cube frame 11 4 and adjacent vertical
Hound 13 between cube framework 11, cube frame 11 is distributed along the uniform intervals of vertical rod 12, and hound 13 is separately positioned on
Adjacent hound 13 on the opposite sides face of cube frame 11, same side is symmetrical arranged along the minute surface of cube frame 11, is stood
Bar 12, cube frame 11 and hound 13 are made of equal leg angle, the equal leg angle of vertical rod 12 and cube frame 11
The equal leg angle hem width ratio of hem width and hound 13 be 4:3；As shown in figure 3, the surface of concrete foundation 2 is provided with buried plate 21,
The bottom of column 1 is connected with chemical anchor bolts 5 with buried plate 21, and the strength grade of concrete foundation 2 is C30；Supporting frame 4 includes
Main longitudinal grider 41, main beam 42, support beam 43 and support stringer 44, main longitudinal grider 41 and main beam 42 enclose the support to form rectangle
The housing of support body 4, main longitudinal grider 41 and main beam 42 are welded and fixed, and main longitudinal grider 41 and main beam 42 are made of channel-section steel, main longitudinal grider 41
Top is provided with cover plate 45, and cover plate 45 is connected with bolt or welding with the top of main longitudinal grider 41, and the middle part of main longitudinal grider 41 is provided with support
Crossbeam 43, support beam 43 is made of channel-section steel, and the parallel main beam 42 of support beam 43 is set, and the end of support beam 43 passes through solid
Determine part group to be fixedly connected with vertical rod 12, as Figure 4-Figure 6, fixture group includes fixture 1 and fixture 2 47, fixture
One 46 and fixture 2 47 are square fixture, and the one side of fixture 1 is weldingly fixed on the end of support beam 43
On upper side wing, the notch direction of fixture 1 is set in the opposite direction with the notch of support beam 43, fixture 1 it is another
The one side of one side and fixture 2 47 is bolted, and the another side of fixture 2 47 is weldingly fixed on vertical rod 12
On the wall of side, the notch direction of fixture 2 47 is identical with the notch direction of support beam 43 to be set, and support stringer 44 is along main beam
42 uniform intervals are distributed, and support stringer 44 is made of angle steel, and support stringer 44 be arranged in parallel with main longitudinal grider 41；Curtain wall penel 3 with
Bolt is connected with supporting frame 4, and curtain wall penel 3 is made of cold-rolled steel sheet；Curtain wall penel 3 and the company of being bolted of column 1
Connect.
The construction method of the detachable prefabricated enclosure wall of the utility model job site is operated according to following steps：
Step 1: the installation of column 1：Positioning and accurate measurement are carried out according to arrangement and method for construction, and on the surface of concrete foundation 2
Buried plate 21 is set, the cross centre line of column 1 is alignd with the cross centre line of concrete foundation 2, and the position in adjustment bolt hole
Put, be fastenedly connected with chemical anchor bolts 5, crab-bolt exposed parts keep protruded length consistent；
Step 2: the assembling of curtain wall penel 3：Supporting frame 4 is assembled at the construction field (site), is then fastened with curtain wall penel 3 with bolt
Connection；
Step 3: the installation of curtain wall penel 3：The curtain wall penel 3 assembled is sling close to column with automobile or rubber tired crane
1, after hovering is static, adjustment position, align curtain wall penel 3 and the bolt hole on column 1, is fastenedly connected with bolt, after installation,
Loosen steel cable, extract suspension hook；
Step 4: the dismounting of enclosure wall：After the completion of construction, the Bolt dismantling between each part can be transported to next construction
Ground, is reused.
Embodiment described above is only that preferred embodiment of the present utility model is described, not to this practicality
New scope is defined, on the premise of the utility model design spirit is not departed from, and those of ordinary skill in the art are to this
Various modifications and improvement that the technical scheme of utility model is made, all should fall into the protection of the utility model claims determination
In the range of.
Claims (10)
1. the detachable prefabricated enclosure wall of job site, it is characterised in that：Include the column of the fixed enclosure wall of support（1）, column（1）Under
Portion's vertical columns（1）Concrete foundation（2）, column（1）Between curtain wall penel（3）With support curtain wall penel（3）Supporting frame
（4）, the column（1）Including horizontally disposed cube frame（11）, respectively be located at cube frame（11）On the outside of four drift angles
Vertical rod（12）With neighboring cubes framework（11）Between hound（13）, the cube frame（11）Along vertical rod（12）
It is even to be spaced apart, the hound（13）It is separately positioned on cube frame（11）Opposite sides face；The concrete foundation（2）
Surface is provided with buried plate（21）, column（1）Bottom is with chemical anchor bolts（5）With buried plate（21）It is connected；The curtain wall penel（3）With
Bolt and supporting frame（4）It is connected, curtain wall penel（3）With column（1）It is bolted to connection.
2. the detachable prefabricated enclosure wall of job site according to claim 1, it is characterised in that：The vertical rod（12）, it is vertical
Cube framework（11）And hound（13）It is made of equal leg angle.
3. the detachable prefabricated enclosure wall of job site according to claim 2, it is characterised in that：The vertical rod（12）With it is vertical
Cube framework（11）Equal leg angle hem width and hound（13）Equal leg angle hem width ratio be 4:3.
4. the detachable prefabricated enclosure wall of job site according to claim 1, it is characterised in that：The concrete foundation
（2）Strength grade be C30.
5. the detachable prefabricated enclosure wall of job site according to claim 1, it is characterised in that：Support frame as described above body（4）
Including main longitudinal grider（41）, main beam（42）, support beam（43）And support stringer（44）, main longitudinal grider（41）And main beam（42）Enclose
Close the supporting frame for forming rectangle（4）Housing, main longitudinal grider（41）Middle part is provided with support beam（43）, support beam（43）Parallel master
Crossbeam（42）Set, support beam（43）End pass through fixture group and vertical rod（12）It is fixedly connected, support stringer（44）Edge
Main beam（42）Uniform intervals are distributed, support stringer（44）With main longitudinal grider（41）It is arranged in parallel.
6. the detachable prefabricated enclosure wall of job site according to claim 5, it is characterised in that：The main longitudinal grider（41）、
Main beam（42）And support beam（43）It is made of channel-section steel.
7. the detachable prefabricated enclosure wall of job site according to claim 6, it is characterised in that：The fixture group includes
Fixture one（46）With fixture two（47）, fixture one（46）With fixture two（47）It is square fixture, fixture
One（46）One side be weldingly fixed on support beam（43）On the upper side wing of end, fixture one（46）Notch direction with
Support beam（43）Notch set in the opposite direction, fixture one（46）Another side and fixture two（47）One side lead to
Cross bolt connection, fixture two（47）Another side be weldingly fixed on vertical rod（12）Side wall on, fixture two（47）Groove
Mouth direction and support beam（43）Notch direction it is identical set.
8. the detachable prefabricated enclosure wall of job site according to claim 5, it is characterised in that：Also include cover plate（45）,
The cover plate（45）Positioned at main longitudinal grider（41）Top.
9. the detachable prefabricated enclosure wall of job site according to claim 8, it is characterised in that：The cover plate（45）With spiral shell
Bolt or welding and main longitudinal grider（41）Top is connected.
10. the detachable prefabricated enclosure wall of the job site according to claim 1-9 any one, it is characterised in that：It is described
Curtain wall penel（3）It is made of cold-rolled steel sheet.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201621315887.4U CN206554609U (en) | 2016-12-02 | 2016-12-02 | The detachable prefabricated enclosure wall of job site |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201621315887.4U CN206554609U (en) | 2016-12-02 | 2016-12-02 | The detachable prefabricated enclosure wall of job site |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN206554609U true CN206554609U (en) | 2017-10-13 |
Family
ID=60369852
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201621315887.4U Expired - Fee Related CN206554609U (en) | 2016-12-02 | 2016-12-02 | The detachable prefabricated enclosure wall of job site |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN206554609U (en) |
-
2016
- 2016-12-02 CN CN201621315887.4U patent/CN206554609U/en not_active Expired - Fee Related
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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 |
Granted publication date: 20171013 Termination date: 20211202 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |