CN204436006U - Hollowcore slab iron skill Assembled enclosing wall - Google Patents
Hollowcore slab iron skill Assembled enclosing wall Download PDFInfo
- Publication number
- CN204436006U CN204436006U CN201420844129.6U CN201420844129U CN204436006U CN 204436006 U CN204436006 U CN 204436006U CN 201420844129 U CN201420844129 U CN 201420844129U CN 204436006 U CN204436006 U CN 204436006U
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- CN
- China
- Prior art keywords
- cored slab
- prestressed cored
- steel
- plate end
- steel column
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Abstract
The utility model relates to a kind of hollowcore slab iron skill Assembled enclosing wall, comprise spaced enclosure wall main body, be arranged on the plate end supporting steel column between enclosure wall main body, and be arranged on underground, be positioned at concrete foundation beam immediately below plate end supporting steel column, described enclosure wall main body is made up of prestressed cored slab and the iron skill fence be fixedly connected on above this prestressed cored slab, the bottom of described plate end supporting steel column is fixedly connected with concrete foundation beam, and the both sides of plate end supporting steel column are connected with the end, two ends of prestressed cored slab.The integral wall that prestressed cored slab, plate end supporting steel column, concrete foundation beam are assembled mutually, structural entity intensity is high, stablize, and it not easily produces crack or sedimentation, quick construction, cheap, be easy to repeat recycle, and the building waste produced in work progress few, can not do great damage to environment.
Description
Technical field
The utility model relates to a kind of enclosure wall, particularly a kind of hollowcore slab iron skill Assembled enclosing wall.
Background technology
Enclosure wall occupies critical role in urban planning and appearance of the city construction, especially nearly 2 years, and in the transformation of villages and small towns, the use amount of enclosure wall is very large, and in prior art, fence structure generally includes following several:
1, employing loam brick masonry panel, or the latter half is loam brick body of wall, the first half is iron skill.Adopt such structure, the weak point existed is: body of wall does strip foundation executing man-hour requirement, need on-the-spot mixing cement mortar, constructing operation is loaded down with trivial details, and needs to adopt artificial masonry panel, the amount of labour used is large, long in time limit, in addition, namely the clay brick of employing damages farmland, again not environmentally, whole synthesis cost is higher;
2, the simple and easy fence of part adopts lightgage steel joist, and do metope with galvanized sheet, surface advertising cloth covers.Adopt such structure, although its construction more fast, not high by seasonal effect, cost, its weak point existed is: intensity is lower, durability and wind loading rating poor.
Utility model content
Utility model object of the present utility model is: for prior art Problems existing, provides the hollowcore slab iron skill Assembled enclosing wall that a kind of structural entity intensity is good, easy construction is quick, cheap.
To achieve these goals, the technical solution adopted in the utility model is:
A kind of hollowcore slab iron skill Assembled enclosing wall, be arranged on ground, it is characterized in that: comprise spaced enclosure wall main body, be arranged on the plate end supporting steel column between enclosure wall main body, and be arranged on underground, be positioned at concrete foundation beam immediately below plate end supporting steel column, described enclosure wall main body is made up of prestressed cored slab and the iron skill fence be fixedly connected on above this prestressed cored slab, the bottom of described plate end supporting steel column is fixedly connected with concrete foundation beam, and the both sides of plate end supporting steel column are connected with the end, two ends of prestressed cored slab.
Preferably, described plate end supporting steel column is T-steel, described T-steel comprises the edge of a wing and web, described concrete foundation beam is provided with embedded part, be positioned at the edge of a wing bottom T-steel and web is all welded to each other with embedded part, web is withstood in the end of described prestressed cored slab, and the described edge of a wing is affixed on prestressed cored slab.
Adopt such structure, prestressed cored slab is located between the riser of two T-steels, and bottom and the concrete foundation beam of T-steel are connected and fixed, and has syndeton simple, stable, the beneficial effect of easy accessibility.
Preferably, described plate end supporting steel column is H profile steel, and described H profile steel vertically extends, and described concrete foundation beam is provided with embedded part, and bottom and the embedded part of described H profile steel are welded to each other, and the end of described prestressed cored slab is coated in the groove of H profile steel.Adopt such structure, by the coated prestressed cored slab of the concave surface of H profile steel, there is the beneficial effects such as syndeton is stable, installation positioning precision is high.
Preferably, described ground is provided with the foundation trench to lower recess, described concrete foundation beam is arranged in foundation trench.
Preferably, described plate end supporting steel column is welded with steel supporting plate, and described steel supporting plate is positioned at the notch place of foundation trench, and the upper surface of described steel supporting plate flushes with ground, and the upper surface that described prestressed cored slab is arranged at steel supporting plate contacts with each other.Adopt such structure, the connective stability of prestressed cored slab is better.
Preferably, the backfill soil body is provided with in described foundation trench.
Preferably, in horizontal plane, the bearing of trend of described concrete foundation beam is mutually vertical with the bearing of trend of prestressed cored slab.
Preferably, described prestressed cored slab is sp prestressed cored slab or common prestressed cored slab.
In sum, owing to have employed technique scheme, the beneficial effects of the utility model are: by welding support post on concrete foundation beam, and prestressed cored slab is assemblied on concrete foundation beam by plate end supporting steel column, form prestressed cored slab, plate end supporting steel column, the integral wall that concrete foundation beam is assembled mutually, structural entity intensity is high, stablize, durability and impact strength are 3 times of masonry panel, and it not easily produces crack or sedimentation, and the concrete foundation beam adopted, plate end supporting steel column, it is prefabricated that prestressed cored slab all carries out processing in factory, quality is guaranteed, component precision is high, be transported to site assembly to connect, quick construction, cheap, be easy to repeat to recycle, and the building waste produced in work progress is few, can not do great damage to environment.
Accompanying drawing explanation
Fig. 1 is plan structure schematic diagram of the present utility model.
Fig. 2 is the connecting joint structure schematic diagram of plate end supporting steel column both sides and prestressed cored slab in the utility model.
Fig. 3 is main TV structure schematic diagram of the present utility model.
Fig. 4 is outward appearance schematic front view of the present utility model.
Mark in figure: prestressed cored slab-1; Concrete foundation beam-2; Plate end supporting steel column-3; Embedded part-4; Foundation trench-5; Steel supporting plate-6; Angle steel-7; Iron skill fence-8.
Detailed description of the invention
Below in conjunction with accompanying drawing, the utility model is described in detail.
In order to make the purpose of this utility model, technical scheme and advantage clearly understand, below in conjunction with drawings and Examples, the utility model is further elaborated.Should be appreciated that specific embodiment described herein only in order to explain the utility model, and be not used in restriction the utility model.
As shown in Figures 1 to 4, hollowcore slab iron skill Assembled enclosing wall described in the present embodiment, be arranged on ground, comprise spaced enclosure wall main body, be arranged on the plate end supporting steel column 3 between enclosure wall main body, and be arranged on underground, be positioned at the concrete foundation beam 2 immediately below plate end supporting steel column, described enclosure wall main body is made up of prestressed cored slab 1 and the iron skill fence 8 be fixedly connected on above this prestressed cored slab, the bottom of described plate end supporting steel column 3 is fixedly connected with concrete foundation beam 2, the both sides of plate end supporting steel column 3 are connected with the end, two ends of prestressed cored slab 1.
Prestressed cored slab 1 in the present embodiment adopts sp prestressed cored slab known in industry, and sp prestressed cored slab is the patented product of SPANCRETE company of the U.S..In other embodiments, also common prestressed cored slab can be used.
In the present embodiment, in horizontal plane, the bearing of trend of concrete foundation beam 2 is mutually vertical with the bearing of trend of prestressed cored slab 1, the two ends of prestressed cored slab 1 are provided with plate end supporting steel column 3, the bottom of plate end supporting steel column 3 is fixedly connected with concrete foundation beam 2, the end winding support of plate end supporting steel column 3 and prestressed cored slab 1.
In the present embodiment, plate end supporting steel column 3 is T-steel, T-steel comprises the edge of a wing and web, concrete foundation beam 2 is provided with embedded part 4, be positioned at the edge of a wing bottom T-steel and web is all welded to each other with embedded part 4, web is withstood in the end of prestressed cored slab 1, the described edge of a wing is affixed on prestressed cored slab, then T-steel welds angle steel 7, the end of prestressed cored slab 1 is made to be clamped (be inserted in groove that T-steel and angle steel formed in) by T-steel and angle steel 7, adopt such structure, there is syndeton simple, stable, the beneficial effect of easy accessibility.
In another embodiment, plate end supporting steel column 3 is H profile steel, H profile steel vertically extends, and H profile steel and horizontal section are the shaped steel of H type, concrete foundation beam 2 are provided with embedded part 4, embedded part 4 in the present embodiment is steel plate, bottom and the embedded part 4 of H profile steel are welded to each other, and the end of prestressed cored slab 1 is coated in the groove of H profile steel, adopts such structure, by the coated prestressed cored slab 1 of the concave surface of H profile steel, there is the beneficial effects such as syndeton is stable, installation positioning precision is high.
In the present embodiment, ground is provided with the foundation trench 5 to lower recess, concrete foundation beam 2 is arranged in foundation trench 5, is provided with the backfill soil body, in the present embodiment in foundation trench 5, plate end supporting steel column 3 is welded with steel supporting plate 6, steel supporting plate 6 is positioned at the notch place of foundation trench 5, and the upper surface of steel supporting plate 6 flushes with ground, and the upper surface that prestressed cored slab 1 is arranged at steel supporting plate 6 contacts with each other, adopt such structure, the connective stability of prestressed cored slab 1 is better.
Preferably, the metope of hollowcore slab iron skill Assembled enclosing wall according to actual demand brush one coating of client, can make the effect of metope cleaner and tidier, can also add ornament lamp in addition and decorate, make body of wall more attractive in appearance on plate end supporting steel column 3.
Enclosure wall lower body part adopts prestressed cored slab 1, and top adopts iron skill fence 8 to weld with the built-in fitting on prestressed cored slab 1, and the whole structure of body of wall so namely can be made more attractive in appearance, also can be that structure is more stable, and meanwhile, overall cost is also cheaper.
The mounting method of described hollowcore slab iron skill Assembled enclosing wall, comprises following step: step a, processing and manufacturing prestressed cored slab 1, concrete foundation beam 2 and plate end supporting steel column 3, and is transported to job site; Step b, surveying setting-out, and the foundation trench 5 of excavation for placing concrete foundation beam 2; Step c, with crane, concrete foundation beam 2 to be hung in foundation trench 5, and by levelling for the upper surface level gauge calibration of concrete foundation beam 2; Steps d, plate end supporting steel column 3 and the embedded part 4 on concrete foundation beam 2 to be welded and fixed; Step e, with crane, prestressed cored slab 1 is hung between two plate end supporting steel columns 3; Step f, on prestressed cored slab, fixedly mount iron skill fence; Step g, foundation trench backfill.
Specific as follows: the present embodiment with prestressed cored slab 1 for body of wall, by T-steel or H profile steel as plate end supporting steel column 3, plate end supporting steel column 3 is welded on the embedded part 4 of concrete foundation beam 2, form prestressed cored slab 1, plate end supporting steel column 3, concrete foundation beam 2 assembling body of wall, the assembling material adopted all carries out customization processing in factory, and on-the-spot only needs carries out installing.During site operation, need according to construction drawing unwrapping wire, the foundation trench 5 of excavation concrete foundation beam 2, then with crane, concrete foundation beam 2 is put into foundation trench 5, after levelling with level gauge, T-steel or H profile steel are welded with the embedded part 4 above concrete foundation beam 2, then with crane, prestressed cored slab 1 is put between two plate end supporting steel columns 3, finally the excavation place around foundation trench 5 is backfilled, namely complete the installation work of wallboard.When described plate end supporting steel column is T-steel, with crane, prestressed cored slab is hung after between two plate end supporting steel columns, on the web that prestressed cored slab two ends contact with plate end supporting steel column leg steel, the end of prestressed cored slab is clamped by T-steel and angle steel.
The foregoing is only preferred embodiment of the present utility model; not in order to limit the utility model; all do within spirit of the present utility model and principle any amendment, equivalent to replace and improvement etc., all should be included within protection domain of the present utility model.
Claims (8)
1. a hollowcore slab iron skill Assembled enclosing wall, be arranged on ground, it is characterized in that: comprise spaced enclosure wall main body, be arranged on the plate end supporting steel column between enclosure wall main body, and be arranged on underground, be positioned at concrete foundation beam immediately below plate end supporting steel column, described enclosure wall main body is made up of prestressed cored slab and the iron skill fence be fixedly connected on above this prestressed cored slab, the bottom of described plate end supporting steel column is fixedly connected with concrete foundation beam, and the both sides of plate end supporting steel column are connected with the end, two ends of prestressed cored slab.
2. hollowcore slab iron skill Assembled enclosing wall according to claim 1, it is characterized in that: described plate end supporting steel column is T-steel, described T-steel comprises the edge of a wing and web, described concrete foundation beam is provided with embedded part, be positioned at the edge of a wing bottom T-steel and web is all welded to each other with embedded part, web is withstood in the end of described prestressed cored slab, and the described edge of a wing is affixed on prestressed cored slab.
3. hollowcore slab iron skill Assembled enclosing wall according to claim 1, it is characterized in that: described plate end supporting steel column is H profile steel, described H profile steel vertically extends, described concrete foundation beam is provided with embedded part, bottom and the embedded part of described H profile steel are welded to each other, and the end of described prestressed cored slab is coated in the groove of H profile steel.
4. hollowcore slab iron skill Assembled enclosing wall according to claim 1, it is characterized in that: described ground is provided with the foundation trench to lower recess, described concrete foundation beam is arranged in foundation trench.
5. hollowcore slab iron skill Assembled enclosing wall according to claim 4, it is characterized in that: described plate end supporting steel column is welded with steel supporting plate, described steel supporting plate is positioned at the notch place of foundation trench, the upper surface of described steel supporting plate flushes with ground, and the upper surface that described prestressed cored slab is arranged at steel supporting plate contacts with each other.
6. hollowcore slab iron skill Assembled enclosing wall according to claim 4, it is characterized in that: in horizontal plane, the bearing of trend of described concrete foundation beam is mutually vertical with the bearing of trend of prestressed cored slab.
7. hollowcore slab iron skill Assembled enclosing wall according to claim 4, is characterized in that: be provided with the backfill soil body in described foundation trench.
8. hollowcore slab iron skill Assembled enclosing wall according to claim 1, is characterized in that: described prestressed cored slab is sp prestressed cored slab or common prestressed cored slab.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420844129.6U CN204436006U (en) | 2014-12-29 | 2014-12-29 | Hollowcore slab iron skill Assembled enclosing wall |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420844129.6U CN204436006U (en) | 2014-12-29 | 2014-12-29 | Hollowcore slab iron skill Assembled enclosing wall |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN204436006U true CN204436006U (en) | 2015-07-01 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201420844129.6U Expired - Fee Related CN204436006U (en) | 2014-12-29 | 2014-12-29 | Hollowcore slab iron skill Assembled enclosing wall |
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| Country | Link |
|---|---|
| CN (1) | CN204436006U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104481201A (en) * | 2014-12-29 | 2015-04-01 | 胡卫军 | Hollow slab iron fabricated enclosing wall and mounting method for same |
-
2014
- 2014-12-29 CN CN201420844129.6U patent/CN204436006U/en not_active Expired - Fee Related
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104481201A (en) * | 2014-12-29 | 2015-04-01 | 胡卫军 | Hollow slab iron fabricated enclosing wall and mounting method for same |
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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 |
Granted publication date: 20150701 Termination date: 20181229 |
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| CF01 | Termination of patent right due to non-payment of annual fee |