CN205205885U - Steel stand verticality deviation processing unit - Google Patents
Steel stand verticality deviation processing unit Download PDFInfo
- Publication number
- CN205205885U CN205205885U CN201520841880.5U CN201520841880U CN205205885U CN 205205885 U CN205205885 U CN 205205885U CN 201520841880 U CN201520841880 U CN 201520841880U CN 205205885 U CN205205885 U CN 205205885U
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- China
- Prior art keywords
- steel post
- steel stand
- connector
- bridging
- processing unit
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Abstract
The utility model relates to a steel stand verticality deviation processing unit, including the steel stand, set up connecting rod structure and/or bridging structure between the steel stand, the first connecting piece on steel stand outer lane is established including setting up at horizontal connecting rod between the steel stand and cover to the connecting rod structure, horizontal connecting rod is connected with the steel stand through first connecting piece, the bridging structure sets up including the slope and establishes the second connecting piece on steel stand outer lane with the cover at the bridging between the steel stand, and bridging passes through the second connecting piece and is connected with the steel stand. Application method as follows: steel stand verticality deviation is less than or equal to at 1300 o'clock, exclusive use connection structure, steel stand verticality deviation is greater than at 1300 o'clock, uses connecting rod structure and bridging structure simultaneously. The utility model discloses the simple structure, with low costs, the verticality deviation who produces the steel stand gives the high efficiency and remedies, the intelligent use, performance connecting rod structure and the respective advantage of bridging structure, the potential safety hazard that causes steel stand verticality deviation falls to minimumly.
Description
Technical field
The utility model belongs to building field, relates to a kind of steel post perpendicularity deviation processing unit.
Background technology
Along with the great-leap-forward development of Urban Construction in China, in the construction of large-scale tall building foundation basis and basement, Large Underground Emporium, underground parking, underground station, underground transportation junction, underground substation etc., be all faced with the problem of deep-foundation pit engineering.Due to engineering geology with complicated hydrogeological conditions is changeable, environmental protection requirement is more and more higher, base pit engineering scale requires day by day complicated to exploit condition such as overlarge area and the development of large depth direction, duration progress and resources conservations.Compared with traditional construction method of deep foundation ditch; contrary sequence method has protection of the environment, saves social resources, shortens the plurality of advantages such as construction period; which overcoming many weak points that conventional temporary lining exists, is the Urban Underground Space Excavation carrying out sustainable development and effective economic means of building a conservation-minded society.Contrary sequence method is in construction process, from B1 namely inverse to do, such steel post top mark height buried depth is larger, be not easy during construction to control, meanwhile, during shoveling, digging machine deadweight and muck haulage car generation lateral pressure more easily cause steel post to tilt, and digging machine bucket easily collides steel post, cause its off normal to be broken to change, so contrary sequence method is the control of steel post verticality in the key of engineering construction.At present, adopted is preventive action more, utilizes preventing mean to prevent the generation of deviation in work progress.For the deviation cannot avoiding producing, there is no remedial measure.
Utility model content
One of the purpose of this utility model is to provide a kind of steel post perpendicularity deviation processing unit, simple structure, and cost is low, gives efficiently to remedy to the perpendicularity deviation that steel post produces, and removes steel post perpendicularity deviation and brings the potential safety hazard caused.
Two of the purpose of this utility model is to provide the using method of above-mentioned steel post perpendicularity deviation processing unit, according to extent of deviation reasonable employment, plays the advantage of each process structure, drops to minimum by the potential safety hazard that steel post perpendicularity deviation causes.
In order to reach above-mentioned first object, the utility model adopts following technical scheme: a kind of steel post perpendicularity deviation processing unit, comprise steel post, be arranged on the bar linkage structure between described steel post and/or be arranged on the bridging structure between described steel post, described bar linkage structure comprises the waling stripe be horizontally set between described steel post and the first connector be set on described steel post outer ring, and described waling stripe is connected with described steel post by described first connector; Described bridging structure comprises the bridging be inclined between described steel post and the second connector be set on described steel post outer ring, and the end of described bridging is connected with described steel post of stating by the second connector.
As preferably, described first connector is connected with first node plate, end and the described first node plate of described waling stripe are affixed.
As preferably, described second connector is connected with Section Point plate, described bridging is fixed in described Section Point plate.
As preferably, the peg of described first connector on described steel post is arranged, and prevents the first connector 22 from vertically sliding, in order to avoid affect its function.
As preferably, described first connector and described second connector include two connectors be connected by bolt, are convenient to install, easy to operate.
As preferably, described first connector and described second connector are anchor ear.
As preferably, described bridging comprises pole mutually arranged in a crossed manner, and described pole is connected by web in intersection.
In order to realize the second object of the present utility model, the utility model adopts following technical proposals: the using method of steel post perpendicularity deviation processing unit is as follows: when steel post perpendicularity deviation is less than or equal to 1/300, is used alone described syndeton; When steel post perpendicularity deviation is greater than 1/300, use described bar linkage structure and described bridging structure simultaneously.
As preferably, have use in multi-layer underground layer situation time, described bar linkage structure and described bridging structure are used alternatingly between each subterranean layer.
By implementing technique scheme, the utility model simple structure, cost is low, give efficiently to remedy to the perpendicularity deviation that steel post produces, according to extent of deviation reasonable employment, play bar linkage structure and bridging structure advantage separately, the potential safety hazard that steel post perpendicularity deviation causes is dropped to minimum.
Accompanying drawing explanation
Accompanying drawing 1 is bar linkage structure schematic diagram in the utility model one embodiment;
Accompanying drawing 2 is bridging structural representation in the utility model one embodiment;
Accompanying drawing 3 is the first connector schematic diagram in the utility model one embodiment.
Detailed description of the invention
Below in conjunction with the drawings and specific embodiments, the utility model is described in further detail.
Embodiment 1:
When steel post perpendicularity deviation is less than or equal to 1/300, uses processing unit as shown in Figure 1, comprise steel post 1, be arranged on bar linkage structure between steel post 1.Steel post 1 is provided with peg, bar linkage structure comprises the waling stripe 21 be horizontally set between steel post 1 and the first connector 22 be set on steel post 1 outer ring, the peg of the first connector 22 on steel post 1 is arranged, and peg of trying one's best, prevents the first connector 22 from vertically sliding; First connector 22 comprises two connectors 221 be connected by bolt 4, and as shown in Figure 3, what the present embodiment adopted is anchor ear.First connector 22 is connected with first node plate 23, and the end of waling stripe 21 is welded with first node plate 23, affixed by the first connector 22, first node plate 23 and steel post 1.
Embodiment 2:
When steel post perpendicularity deviation is greater than 1/300, the processing unit of use, comprises steel post 1, is arranged on bar linkage structure between steel post 1 and bridging structure.Steel post 1 is provided with peg, bar linkage structure comprises the waling stripe 21 be horizontally set between steel post 1 and the first connector 22 be set on steel post 1 outer ring as shown in Figure 1, the peg of the first connector 22 on steel post 1 is arranged, to try one's best peg, prevent the first connector 22 from vertically sliding; First connector 22 comprises two connectors 221 be connected by bolt 4, and what the present embodiment adopted is anchor ear.First connector 22 is connected with first node plate 23, and the end of waling stripe 21 is welded with first node plate 23, affixed by the first connector 22, first node plate 23 and steel post 1.
As shown in Figure 2, comprise the bridging 31 be inclined between steel post 1 and the second connector 32 be set on steel post 1 outer ring, wherein, bridging 31 comprises pole mutually arranged in a crossed manner to bridging structure, and pole is connected by web 34 in intersection; Second connector 32 also comprises two connectors 221 be connected by bolt 4, and the present embodiment adopts anchor ear.Second connector 32 is welded with Section Point plate 33, the end that bridging 31 is welded in Section Point plate 33 bridging 31 by the second connector 32 with state steel post 1 and be connected.
Above-mentioned processing unit is used in be had in the building of F3/B3, arranges bridging structure at B1 and F3/B3, and in underground, two layers arrange horizontal structure.
Claims (7)
1. a steel post perpendicularity deviation processing unit, it is characterized in that, the bridging structure comprising steel post (1), be arranged on the bar linkage structure between described steel post (1) and/or be arranged between described steel post (1), described bar linkage structure comprises the waling stripe (21) be horizontally set between described steel post (1) and the first connector (22) be set on described steel post (1) outer ring, and described waling stripe (21) is connected with described steel post (1) by described first connector (22); Described bridging structure comprises the bridging (31) be inclined between described steel post (1) and the second connector (32) be set on described steel post (1) outer ring, and the end of described bridging (31) is connected with described steel post (1) of stating by the second connector (32).
2. a kind of steel post perpendicularity deviation processing unit according to claim 1, it is characterized in that, described first connector (22) is connected with first node plate (23), end and the described first node plate (23) of described waling stripe (21) are affixed.
3. a kind of steel post perpendicularity deviation processing unit according to claim 1, it is characterized in that, described second connector (32) is connected with Section Point plate (33), and described bridging (31) is fixed in described Section Point plate (33).
4. a kind of steel post perpendicularity deviation processing unit according to claim 1, is characterized in that, the peg of described first connector (22) on described steel post (1) is arranged.
5. a kind of steel post perpendicularity deviation processing unit according to claim 1, it is characterized in that, described first connector (22) and described second connector (32) include two connectors (221) be connected by bolt (4).
6. a kind of steel post perpendicularity deviation processing unit according to claim 5, is characterized in that, described first connector (22) and described second connector (32) are anchor ear.
7. a kind of steel post perpendicularity deviation processing unit according to claim 1, it is characterized in that, described bridging (31) comprises pole mutually arranged in a crossed manner, and described pole is connected by web (34) in intersection.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520841880.5U CN205205885U (en) | 2015-10-28 | 2015-10-28 | Steel stand verticality deviation processing unit |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520841880.5U CN205205885U (en) | 2015-10-28 | 2015-10-28 | Steel stand verticality deviation processing unit |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN205205885U true CN205205885U (en) | 2016-05-04 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201520841880.5U Expired - Fee Related CN205205885U (en) | 2015-10-28 | 2015-10-28 | Steel stand verticality deviation processing unit |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN205205885U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105297795A (en) * | 2015-10-28 | 2016-02-03 | 中国地质大学（武汉） | Verticality deviation treatment component for steel stand columns and use method of verticality deviation treatment component |
-
2015
- 2015-10-28 CN CN201520841880.5U patent/CN205205885U/en not_active Expired - Fee Related
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105297795A (en) * | 2015-10-28 | 2016-02-03 | 中国地质大学（武汉） | Verticality deviation treatment component for steel stand columns and use method of verticality deviation treatment component |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| 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: 20160504 Termination date: 20161028 |