CN206815778U - A kind of construction platform for building sheet pile driving construction - Google Patents
A kind of construction platform for building sheet pile driving construction Download PDFInfo
- Publication number
- CN206815778U CN206815778U CN201720228307.6U CN201720228307U CN206815778U CN 206815778 U CN206815778 U CN 206815778U CN 201720228307 U CN201720228307 U CN 201720228307U CN 206815778 U CN206815778 U CN 206815778U
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- CN
- China
- Prior art keywords
- purlin
- lower floor
- construction
- diagonal brace
- upper strata
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Abstract
The utility model discloses a kind of construction platform for building sheet pile driving construction, including column, lower floor's purlin, upper strata purlin, lower floor's diagonal brace, upper strata diagonal brace and anchorage, the outside of the column is provided with lower floor's purlin, the top of lower floor's purlin, upper strata purlin is provided with positioned at the outside of column, one end of lower floor's diagonal brace is connected with lower floor purlin, and the other end of lower floor's diagonal brace is connected with anchorage, one end of the upper strata diagonal brace is connected with upper strata purlin, and the other end and anchorage of upper strata diagonal brace, the top periphery of the column is fixedly welded with bracket everywhere, the top for being welded in column is fixed at the both ends of the girder, the longeron equally fixes the top for being welded in girder, the crossbeam equally fixes the top for being welded in longeron.The site operation that this is used for the construction platform of building sheet pile driving construction is good, and all parts can be assembled and welded at the construction field (site), small without large-scale construction equipment, difficulty of construction.
Description
Technical field
Technical field of building construction is the utility model is related to, a kind of specially construction for building sheet pile driving construction is put down
Platform.
Background technology
It is a kind of higher construction method of current utilization rate that erection construction platform, which is irrigated pile driving construction, and it can be perfusion
The construction of stake provides sufficient and steady operation face, while can also accelerate speed of application, energy-saving and emission-reduction.
Main form of construction work is the construction method of reinforced concrete cofferdam at present, this kind of mode due to open caisson it is easy under
It is heavy, the type selecting of main structural engineering stake is restricted, and prefabricated, transport and construction reinforced bar concrete open caisson need certain scale
Prefabricated component place and larger crane gear, there is high, long in time limit, the ineffective shortcoming of construction costs；Another kind is
The construction method of steel boxed cofferdam, steel case it is prefabricated, transport and construction need also exist for certain scale prefabricated component place and compared with
Big crane gear, steel using amount is larger, and most of steel are difficult to reclaim after the completion of construction, and construction costs is high.
Utility model content
The purpose of this utility model is to provide a kind of construction platform for building sheet pile driving construction, to solve the above-mentioned back of the body
The problem of construction period is long, difficulty is big be present in the existing construction platform for building sheet pile driving construction proposed in scape technology.
To achieve the above object, the utility model provides following technical scheme：A kind of applying for building sheet pile driving construction
Work platform, including column, lower floor's purlin, upper strata purlin, lower floor's diagonal brace, upper strata diagonal brace, anchorage, bracket, girder, longeron, horizontal stroke
Beam and steel plate panel, the outside of the column are provided with lower floor's purlin, the top of lower floor's purlin, are provided with positioned at the outside of column
Upper strata purlin, one end of lower floor's diagonal brace is connected with lower floor purlin, and the other end of lower floor's diagonal brace is connected with anchorage,
One end of the upper strata diagonal brace is connected with upper strata purlin, and the other end and anchorage of upper strata diagonal brace, the top of the column
Periphery is fixedly welded with bracket everywhere, and the top for being welded in column is fixed at the both ends of the girder, and the longeron is equally solid
Surely the top of girder is welded in, the crossbeam equally fixes the top for being welded in longeron.
Preferably, the girder, longitudinal and cross beam use I-steel, and the width of girder is more than the width of longeron.
Preferably, the steel plate panel fixes the top for being welded in crossbeam.
Preferably, the longeron and the interlaced setting of crossbeam, form densely covered rectangle net grating texture.
Preferably, it is described often to locate to be connected with lower floor's diagonal brace and a upper strata diagonal brace on anchorage.
Compared with prior art, the beneficial effects of the utility model are：This is used for the construction platform of building sheet pile driving construction
Site operation it is good, all parts can be assembled and welded at the construction field (site), and without large-scale construction equipment, construction is difficult
Construction small, and that anchorage can be carried out while carrying out main platform body and building is spent, the engineering time can be effectively saved, in column
The purlin that sets of outside and diagonal brace can effectively improve the stability of main platform body, ensure the security of constructions work.
Brief description of the drawings
Fig. 1 is the utility model structure diagram；
Fig. 2 does not install the overlooking the structure diagram under steel plate surface board status for the utility model.
In figure：1st, column, 2, lower floor's purlin, 3, upper strata purlin, 4, lower floor's diagonal brace, 5, upper strata diagonal brace, 6, anchorage, 7, ox
Leg, 8, girder, 9, longeron, 10, crossbeam, 11, steel plate panel.
Embodiment
Below in conjunction with the accompanying drawing in the utility model embodiment, the technical scheme in the embodiment of the utility model is carried out
Clearly and completely describing, it is clear that described embodiment is only the utility model part of the embodiment, rather than whole
Embodiment.Based on the embodiment in the utility model, those of ordinary skill in the art are not under the premise of creative work is made
The every other embodiment obtained, belong to the scope of the utility model protection.
Fig. 1-2 is referred to, the utility model provides a kind of technical scheme：A kind of construction for building sheet pile driving construction is put down
Platform, including column 1, lower floor's purlin 2, upper strata purlin 3, lower floor's diagonal brace 4, upper strata diagonal brace 5, anchorage 6, bracket 7, girder 8, longeron
9th, crossbeam 10 and steel plate panel 11, the outside of column 1 are provided with lower floor's purlin 2, the top of lower floor's purlin 2, positioned at the outside of column 1
Provided with upper strata purlin 3, one end of lower floor's diagonal brace 4 is connected with lower floor purlin 2, and the other end of lower floor's diagonal brace 4 and the phase of anchorage 6
Connection, one end of upper strata diagonal brace 5 are connected with upper strata purlin 3, and the other end of upper strata diagonal brace 5 and anchorage 6, the top of column 1
Portion periphery is fixedly welded with bracket 7 everywhere, and the top for being welded in column 1 is fixed at the both ends of girder 8, and longeron 9 is equally fixed
The top of girder 8 is welded in, crossbeam 10 equally fixes the top for being welded in longeron 9.
In above-described embodiment, specifically, girder 8, longeron 9 and crossbeam 10 use I-steel, and the width of girder 8 is more than
The width of longeron 9, girder 8 play a part of support to longeron 9, crossbeam 10 and steel plate panel 11, and larger width is advantageous to add
The bearing capacity of strong girder 9.
In above-described embodiment, specifically, steel plate panel 11 fixes the top for being welded in crossbeam 10, steel plate panel 11 is used as and built
Build the platform that workmen carries out construction operation.
In above-described embodiment, specifically, longeron 9 and 10 interlaced setting of crossbeam, form densely covered rectangle net trellis knot
Structure, be advantageous to the weight on steel plate panel 11 being evenly distributed on longeron 9 and crossbeam 10.
In above-described embodiment, specifically, often locate to be connected with lower floor's diagonal brace 4 and a upper strata diagonal brace 5 on anchorage 6,
The quantity of anchorage 6 is reduced, construction cost is reduced and is convenient for constructing.
Operation principle：When building the construction platform that this is used for building sheet pile driving construction, the positioning peace of column 1 is carried out first
Dress, after the injection of column 1 is positioned, bracket 7 is fixed and is welded in the top periphery of column 1, by lower floor's purlin 2 and upper strata purlin 3
It is welded on column 1, lower floor's diagonal brace 4 then is connected into anchorage 6 with upper strata diagonal brace 5 is connected, and finally carries out column 1
The laying of top platform, girder 8 is welded on to the top of column 1, a support frame is formed, then by longeron 9 and crossbeam 10
Welding assembly, longeron 9 and 10 interlaced setting of crossbeam are carried out, densely covered rectangle net grating texture is formed, is advantageous to steel plate
Weight on panel 11 is evenly distributed on longeron 9 and crossbeam 10, steel plate panel 11 is finally welded in the top of crossbeam 10, i.e.,
Complete building for whole construction platform.
In summary, general principle, principal character and advantage of the present utility model has been shown and described above.The industry
Technical staff it should be appreciated that the utility model is not restricted to the described embodiments, described in above-described embodiment and specification only
It is to illustrate principle of the present utility model, on the premise of the spirit and scope of the utility model is not departed from, the utility model also has
Various changes and modifications, these changes and improvements are both fallen within claimed the scope of the utility model.The requires of the utility model
Protection domain is defined by appended claims and its effect thing.
Claims (5)
1. a kind of construction platform for building sheet pile driving construction, including column (1), lower floor's purlin (2), upper strata purlin (3), under
Layer diagonal brace (4), upper strata diagonal brace (5), anchorage (6), bracket (7), girder (8), longeron (9), crossbeam (10) and steel plate panel
(11), it is characterised in that：The outside of the column (1) is provided with lower floor's purlin (2), the top of lower floor's purlin (2), positioned at vertical
The outside of post (1) is provided with upper strata purlin (3), and one end of lower floor's diagonal brace (4) is connected with lower floor's purlin (2), and lower floor is oblique
The other end of support (4) is connected with anchorage (6), and one end of the upper strata diagonal brace (5) is connected with upper strata purlin (3), and on
The other end of layer diagonal brace (5) and anchorage (6), the top periphery of the column (1) is fixedly welded with bracket (7) everywhere, described
The top for being welded in column (1) is fixed at the both ends of girder (8), and the longeron (9) equally fixes the top for being welded in girder (8)
Portion, the crossbeam (10) equally fix the top for being welded in longeron (9).
A kind of 2. construction platform for building sheet pile driving construction according to claim 1, it is characterised in that：The girder
(8), longeron (9) and crossbeam (10) use I-steel, and the width of girder (8) is more than the width of longeron (9).
A kind of 3. construction platform for building sheet pile driving construction according to claim 1, it is characterised in that：The steel plate
The fixed top for being welded in crossbeam (10) of panel (11).
A kind of 4. construction platform for building sheet pile driving construction according to claim 1, it is characterised in that：The longeron
(9) with crossbeam (10) interlaced setting, densely covered rectangle net grating texture is formed.
A kind of 5. construction platform for building sheet pile driving construction according to claim 1, it is characterised in that：It is described often to locate
Lower floor's diagonal brace (4) and a upper strata diagonal brace (5) are connected with anchorage (6).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720228307.6U CN206815778U (en) | 2017-10-12 | 2017-10-12 | A kind of construction platform for building sheet pile driving construction |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720228307.6U CN206815778U (en) | 2017-10-12 | 2017-10-12 | A kind of construction platform for building sheet pile driving construction |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN206815778U true CN206815778U (en) | 2017-12-29 |
Family
ID=60751490
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201720228307.6U Expired - Fee Related CN206815778U (en) | 2017-10-12 | 2017-10-12 | A kind of construction platform for building sheet pile driving construction |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN206815778U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109025238A (en) * | 2018-08-27 | 2018-12-18 | 广东电网有限责任公司 | Safeguard hanger |
-
2017
- 2017-10-12 CN CN201720228307.6U patent/CN206815778U/en not_active Expired - Fee Related
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109025238A (en) * | 2018-08-27 | 2018-12-18 | 广东电网有限责任公司 | Safeguard hanger |
| CN109025238B (en) * | 2018-08-27 | 2023-10-27 | 广东电网有限责任公司 | Maintenance hanger |
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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: 20171229 Termination date: 20191012 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |