CN210917959U - Steel structure column base anti-corrosion device - Google Patents
Steel structure column base anti-corrosion device Download PDFInfo
- Publication number
- CN210917959U CN210917959U CN201921184149.4U CN201921184149U CN210917959U CN 210917959 U CN210917959 U CN 210917959U CN 201921184149 U CN201921184149 U CN 201921184149U CN 210917959 U CN210917959 U CN 210917959U
- Authority
- CN
- China
- Prior art keywords
- column
- steel
- stainless steel
- steel column
- corrosion resistant
- 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.)
- Active
Links
Images
Landscapes
- Building Environments (AREA)
Abstract
The utility model provides a steel construction column base anticorrosive device, including steel column, plain concrete (3), corrosion resistant plate (2), silica gel (1), the steel column base is through plain concrete (3) parcel to structure elevation department, wraps up through corrosion resistant plate (2) above the steel column base structure elevation department, and corrosion resistant plate (2) zonulae occludens steel column and corrosion resistant plate (2) lower extreme insert plain concrete (3) in, through building surface layer parcel between corrosion resistant plate (2) outside structure elevation to the building elevation, and silica gel (1) sealing connection steel column is passed through to the upper end of corrosion resistant plate (2). The utility model has the advantages of simple and reasonable structure, do not occupy indoor outer space basically, practice thrift structural space for user usage space is bigger. The utility model discloses preparation method is simple, swift, and corrosion resistant plate itself has certain glossiness moreover, not only can not influence pleasing to the eye, still plays certain decorative effect.
Description
Technical Field
The utility model relates to a building engineering field specifically, relates to a steel construction column base anticorrosive device.
Background
The steel structure anticorrosion design is an indispensable content in the steel structure design. In addition to the anticorrosion treatment of conventional steel structures (steel columns, steel beams, supports and the like), additional anticorrosion treatment needs to be carried out on the steel column bases. According to engineering experience, when a concrete protective layer of a steel column embedded in soil does not extend out of the ground or the bottom surface of a column base has the same elevation as the bottom surface, impurities such as moisture, dust and the like are easily accumulated around the contact part of a column body (or the column base) and the ground (or the soil), so that the part is seriously corroded.
The conventional steel structure column base anticorrosion conventional method comprises the following steps: the part of the column base below the ground is wrapped by concrete with lower strength grade and thickness not less than 50mm, and the wrapped concrete is not less than 150mm higher than the ground. This conventional practice forms a "pier" at the toe, 150mm above the ground, projecting 50mm above the outer surface of the post. This practice can cause three problems: the use of the indoor effective area is influenced for a moment, because a plurality of indoor facilities or pipelines and the like cannot be arranged along the column; secondly, when in construction, steel bars need to be bound, templates need to be supported, concrete needs to be poured, and the construction is complex; and the indoor aesthetic effect can be influenced.
Patent document No. CN104912334A discloses a secondary grouting process for steel structure column base, comprising the following steps: the method comprises the following steps of foundation treatment, GSG high-strength non-shrinkage grouting material preparation and secondary pouring, wherein the part needing to be provided with a steel structure column base on a concrete foundation is subjected to enclosure arrangement of a wood plate formwork, then the steel structure column base is sleeved on a mounting bolt and is fixed by a nut, and finally the GSG high-strength non-shrinkage grouting material mixed with water is guided into the enclosure of the wood plate formwork to ensure dry and solid. According to the scheme, the wood plate enclosure and the grouting material are adopted for pouring, so that redundant column piers are formed outside the rigid column, the occupied space and the effective area are large, and the process is complex.
SUMMERY OF THE UTILITY MODEL
To the defect among the prior art, the utility model aims at providing a steel construction column base anti-corrosion device.
According to the utility model provides a pair of steel construction column base anticorrosive device, including steel column, plain concrete, corrosion resistant plate, silica gel, the steel column base passes through plain concrete parcel to structure elevation department, and through corrosion resistant plate parcel more than the steel column base structure elevation department, corrosion resistant plate zonulae occludens steel column and in the corrosion resistant plate lower extreme inserts plain concrete, through building surface layer parcel between corrosion resistant plate outside structure elevation to the building elevation, the silica gel sealing connection steel column is passed through to corrosion resistant plate's upper end.
Preferably, the side surfaces of the stainless steel plates are connected by welding to form the same shape as the steel columns.
Preferably, the gap between the stainless steel plate and the outer surface of the steel column is less than 1 mm.
Preferably, the height of the upper end of the stainless steel plate is less than or equal to that of the steel column.
Preferably, when the steel column is arranged outdoors, the height of the stainless steel plate above the building elevation is 150 mm; when the steel column is arranged indoors, the height of the stainless steel plate above the building elevation is 50 mm.
Preferably, the lower end of the stainless steel plate is inserted into the plain concrete to a depth of 50 mm.
Preferably, the stainless steel plate has a thickness of 2-4 mm.
Preferably, the silica gel is wound around the steel column for a circle, and the upper end of the stainless steel plate is embedded in a gap between the upper end of the stainless steel plate and the steel column.
Preferably, the plain concrete is low-grade concrete with the strength grade of C15-C30.
According to the utility model provides a steel structure column base corrosion prevention device, including steel column, plain concrete, corrosion resistant plate, silica gel, the steel column base wraps up to the structure elevation through plain concrete, wraps up through corrosion resistant plate above the steel column base structure elevation, and corrosion resistant plate is closely connected the steel column and the corrosion resistant plate lower extreme inserts in the plain concrete, wraps up through the building surface course between the corrosion resistant plate outside structure elevation to the building elevation, and the upper end of corrosion resistant plate passes through the silica gel sealing connection steel column;
the side surfaces of the stainless steel plates are connected by welding to form the same shape as the steel column;
the gap between the stainless steel plate and the outer surface of the steel column is smaller than 1 mm;
the height of the upper end of the stainless steel plate is less than or equal to that of the steel column;
when the steel column is arranged outdoors, the height of the stainless steel plate above the elevation of the building is 150 mm; when the steel column is arranged indoors, the height of the stainless steel plate above the building elevation is 50 mm;
the depth of inserting the lower end of the stainless steel plate into the plain concrete is 50 mm;
the thickness of the stainless steel plate is 2-4 mm;
the silica gel is wound around the steel column for a circle, and the gap between the upper end of the stainless steel plate and the steel column is embedded firmly;
the plain concrete is low-grade concrete with the strength grade of C15-C30.
Compared with the prior art, the utility model discloses following beneficial effect has:
1. the utility model has the advantages of simple and reasonable structure, do not occupy indoor outer space basically, practice thrift structural space for user usage space is bigger.
2. The utility model discloses preparation method is simple, swift, and corrosion resistant plate itself has certain glossiness moreover, not only can not influence pleasing to the eye, still plays certain decorative effect.
Drawings
Other features, objects and advantages of the invention will become more apparent upon reading of the detailed description of non-limiting embodiments with reference to the following drawings:
fig. 1 is a schematic sectional view of the present invention.
Fig. 2 is a schematic top view.
The figures show that: 1-silica gel, 2-stainless steel plate and 3-plain concrete.
Detailed Description
The present invention will be described in detail with reference to the following embodiments. The following examples will assist those skilled in the art in further understanding the present invention, but are not intended to limit the invention in any way. It should be noted that various changes and modifications can be made by one skilled in the art without departing from the spirit of the invention. These all belong to the protection scope of the present invention.
In the description of the present application, it is to be understood that the terms "upper", "lower", "front", "rear", "left", "right", "vertical", "horizontal", "top", "bottom", "inner", "outer", and the like indicate orientations or positional relationships based on those shown in the drawings, and are only for convenience in describing the present application and simplifying the description, but do not indicate or imply that the referred device or element must have a specific orientation, be constructed in a specific orientation, and be operated, and thus, should not be construed as limiting the present application.
The utility model discloses an earlier with 3 parcel steel column base to the structure elevation of conventional plain concrete, then wrap up to the anticorrosive requirement height of steel column base with corrosion resistant plate 2 to a steel construction column base anticorrosive device who makes with 1 fillets of silica gel. The utility model discloses the effectual occupation indoor space, the shortcoming that is not pleasing to the eye, that is under construction unchangeable that has solved traditional steel column foot parcel out of the anticorrosive way of ground concrete is applicable to the anticorrosive design of steel column foot bottom plate elevation in the below ground.
According to the utility model provides a pair of steel construction column base anticorrosive device, as shown in fig. 1-2, including steel column, plain concrete 3, corrosion resistant plate 2, silica gel 1, the steel column base is through plain concrete 3 parcels to structure elevation department, through corrosion resistant plate 2 parcels above the steel column base structure elevation department, 2 zonulae occludens steel columns of corrosion resistant plate and in 2 lower extremes of corrosion resistant plate inserted plain concrete 3, through building surface layer parcel between 2 outside structural elevation of corrosion resistant plate to the building elevation, 1 sealing connection steel column of silica gel is passed through to corrosion resistant plate 2's upper end. The side surfaces of the stainless steel plates 2 are connected by welding to form the same shape as the steel column. And the gap between the stainless steel plate 2 and the outer surface of the steel column is less than 1 mm. The height of the upper end of the stainless steel plate 2 is less than or equal to that of the steel column. When the steel column is arranged outdoors, the height of the stainless steel plate 2 above the building elevation is 150 mm; when the steel column is arranged indoors, the height of the stainless steel plate 2 above the building elevation is 50 mm. The depth of the lower end of the stainless steel plate 2 inserted into the plain concrete 3 is 50 mm. The thickness of the stainless steel plate 2 is 2-4 mm. And the silica gel 1 winds the steel column for a circle, and the upper end of the stainless steel plate 2 is embedded in the gap of the steel column. The plain concrete 3 is low-grade concrete with the strength grade of C15-C30. The structure elevation is the elevation of the finished surface of the structure, and the building elevation is the elevation of the finished surface of the building.
Preferably, the underground part of the steel column base is still wrapped by traditional low-grade plain concrete 3, and the upper part is wrapped by a stainless steel plate 2. The stainless steel plate 2 is wound by a circle along the outer surface of the steel column, so that the clearance between the stainless steel plate and the steel column is small, and then the stainless steel plate is evenly and continuously butt-welded to close the side surface of the stainless steel plate. And the upper part is caulked by silica gel 1 to ensure that the contact part of the upper part of the stainless steel plate and the steel column is closed. The lower part is embedded into concrete wrapped by the column foot, and the contact part of the lower part and the steel column is ensured to be closed. The stainless steel has anticorrosion measures, so that the steel column base within a certain height range from the ground is effectively isolated from the outside to achieve the anticorrosion effect. The stainless steel plate 2 is generally 2-4mm thick, the wrapping height is 150mm (outdoor) high or 50mm (indoor) high away from the building finish surface, the outdoor inner space is basically not occupied, the stainless steel plate 2 has certain glossiness, the indoor and outdoor attractiveness is not influenced, and a certain decorative effect is achieved. The traditional wrapped concrete still needs to be provided with reinforcing steel bars, and the concrete is poured by the supporting template. The method is simple and quick in construction.
The utility model discloses a preparation method is earlier with 3 parcel steel column bases of plain concrete of low-grade to structural plane elevation, then parcel corrosion resistant plate 2, and insert the inside 50mm of plain concrete with 2 lower parts of corrosion resistant plate before 3 final set of plain concrete of waiting to wrap up, and weld 2 sides of corrosion resistant plate in succession butt joint and seal and polish smoothly in order to guarantee the side, 2 back of taking one's place of corrosion resistant plate, reach design elevation and be not more than 1mm with the gap of steel column surface, with silica gel 1 around steel column a week, inlay with the gap of 2 upper portions of corrosion resistant plate and steel column, guarantee that the caulking is full, in succession, do not keep the hole.
The foregoing description of the specific embodiments of the invention has been presented. It is to be understood that the present invention is not limited to the specific embodiments described above, and that various changes or modifications may be made by those skilled in the art within the scope of the appended claims without departing from the spirit of the invention. The embodiments and features of the embodiments of the present application may be combined with each other arbitrarily without conflict.
Claims (10)
1. The utility model provides a steel construction column base anticorrosive device, its characterized in that, includes steel column, plain concrete (3), corrosion resistant plate (2), silica gel (1), the steel column base is through plain concrete (3) parcel to structure elevation department, through corrosion resistant plate (2) parcel above the steel column base structure elevation department, corrosion resistant plate (2) zonulae occludens steel column and corrosion resistant plate (2) lower extreme insert plain concrete (3) in, through building surface course parcel between corrosion resistant plate (2) outside structure elevation to the building elevation, silica gel (1) sealing connection steel column is passed through to the upper end of corrosion resistant plate (2).
2. The anticorrosion device for steel structure column base according to claim 1, wherein the side surface of the stainless steel plate (2) is welded and connected to form the same shape with the steel column.
3. The steel structure column base anticorrosion device according to claim 1, wherein a gap between the stainless steel plate (2) and the outer surface of the steel column is less than 1 mm.
4. The anticorrosion device for steel structure column foot according to claim 1, characterized in that the height of the upper end of the stainless steel plate (2) is less than or equal to the height of the steel column.
5. The steel structure column foot anticorrosion device of claim 1, wherein when the steel column is arranged outdoors, the height of the stainless steel plate (2) above the building elevation is 150 mm; when the steel column is arranged indoors, the height of the stainless steel plate (2) above the building elevation is 50 mm.
6. The anticorrosion device of the steel structure column foot according to claim 1, characterized in that the depth of the lower end of the stainless steel plate (2) inserted into the plain concrete (3) is 50 mm.
7. The steel structure column foot anticorrosion device according to claim 1, wherein the thickness of the stainless steel plate (2) is 2-4 mm.
8. The anticorrosion device for the steel structure column foot according to claim 1, wherein the silica gel (1) is wound around the steel column for a circle, and the upper end of the stainless steel plate (2) is embedded in a gap of the steel column.
9. The steel structure column foot anticorrosion device according to claim 1, wherein said plain concrete (3) is low grade concrete with a strength grade of C15-C30.
10. The steel structure column base anticorrosion device is characterized by comprising a steel column, plain concrete (3), a stainless steel plate (2) and silica gel (1), wherein the steel column base is wrapped to a structural elevation part through the plain concrete (3), the steel column base is wrapped above the structural elevation part through the stainless steel plate (2), the stainless steel plate (2) is tightly connected with the steel column, the lower end of the stainless steel plate (2) is inserted into the plain concrete (3), the structural elevation outside the stainless steel plate (2) is wrapped to a building elevation through a building surface layer, and the upper end of the stainless steel plate (2) is hermetically connected with the steel column through the silica gel (1);
the side surfaces of the stainless steel plates (2) are connected by welding to form the same shape as the steel column;
the gap between the stainless steel plate (2) and the outer surface of the steel column is smaller than 1 mm;
the height of the upper end of the stainless steel plate (2) is less than or equal to that of the steel column;
when the steel column is arranged outdoors, the height of the stainless steel plate (2) above the building elevation is 150 mm; when the steel column is arranged indoors, the height of the stainless steel plate (2) above the building elevation is 50 mm;
the depth of the lower end of the stainless steel plate (2) inserted into the plain concrete (3) is 50 mm;
the thickness of the stainless steel plate (2) is 2-4 mm;
the silica gel (1) winds around the steel column for a circle, and the upper end of the stainless steel plate (2) is embedded into a gap of the steel column;
the plain concrete (3) is low-grade concrete with the strength grade of C15-C30.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201921184149.4U CN210917959U (en) | 2019-07-24 | 2019-07-24 | Steel structure column base anti-corrosion device |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201921184149.4U CN210917959U (en) | 2019-07-24 | 2019-07-24 | Steel structure column base anti-corrosion device |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN210917959U true CN210917959U (en) | 2020-07-03 |
Family
ID=71353141
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201921184149.4U Active CN210917959U (en) | 2019-07-24 | 2019-07-24 | Steel structure column base anti-corrosion device |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN210917959U (en) |
-
2019
- 2019-07-24 CN CN201921184149.4U patent/CN210917959U/en active Active
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN205954921U (en) | Novel big board shear wall structure is secretly supported in bolted connection's prefabricated assembled area | |
| CN207988135U (en) | A kind of additional Fabricated balcony structure | |
| CN106284844A (en) | A kind of concrete-filled double skin steel tube superposed column and preparation method thereof | |
| CN207177329U (en) | A kind of prefabricated hollow floor bracing means | |
| CN108412087A (en) | Improve the prefabricated reinforcement structure and loam wall of loam wall globality | |
| CN210917959U (en) | Steel structure column base anti-corrosion device | |
| CN100354485C (en) | Fixing device and building method for outer decorative stone curtain wall of steel pipe truss tower | |
| CN106193474A (en) | The light-weight metal binding structure of cornice and construction method thereof | |
| CN107965139A (en) | The plate face drop readily removable combined type of plate difference of height hangs die body system and construction method | |
| CN208219921U (en) | Improve the prefabricated reinforcement connection structure and loam wall of loam wall globality | |
| CN204238264U (en) | A kind of sole plate post-poured strip structure | |
| CN207660094U (en) | A kind of Quick assembling structure of house foundation | |
| CN106049531A (en) | Construction method for high-water-content ultra-soft soil box type multi-chamber cast-in-place frame tunnel | |
| CN206769202U (en) | Concrete prefabricated constructional column and the constructional column for including concrete prefabricated constructional column | |
| CN206189694U (en) | Assembled room lid | |
| CN107700735A (en) | A kind of steel construction assembled cavity floor | |
| CN208251151U (en) | It is a kind of to facilitate assembled pipe gallery inner side template | |
| CN208748674U (en) | Mortise and tenon prefabricated section is had enough to meet the need for temporary construction fence basis | |
| CN206034685U (en) | Integrated system is gone along with sb. to guard him to structure of wide post husked kaoliang of dry -type link pack formula concrete | |
| CN207469528U (en) | A kind of construction wall steel structure frame | |
| CN208039895U (en) | Steel reinforced concrete support underpins frame | |
| CN208167769U (en) | Assembled ground | |
| CN206408743U (en) | A kind of assembly concrete node | |
| CN204456226U (en) | One is exempted to clear up ater-casting | |
| CN206052793U (en) | A kind of exterior wall pouring after settlement locking device |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant |