CN206554517U - Housing platform for lining for sandy soil geology - Google Patents
Housing platform for lining for sandy soil geology Download PDFInfo
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- CN206554517U CN206554517U CN201720235261.0U CN201720235261U CN206554517U CN 206554517 U CN206554517 U CN 206554517U CN 201720235261 U CN201720235261 U CN 201720235261U CN 206554517 U CN206554517 U CN 206554517U
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- reinforcing bar
- platform
- bar beam
- steel slab
- embedded steel
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Abstract
The utility model is related to shell structure technical field of construction, discloses a kind of housing platform for lining for sandy soil geology.The platform for lining, including circular concrete platform, strip reinforcing bar beam and ring reinforcing bar beam are provided with the circular concrete platform, the concrete platform is disposed radially the reserving hole of strip, the strip reinforcing bar beam is radiated and is evenly arranged as extending line intersection point to surrounding using the concrete platform center of circle, each strip reinforcing bar beam with concrete platform arranged concentric and is connected integral by the ring reinforcing bar beam, the ring reinforcing bar beam disconnects in reserving hole position, the concrete platform is provided centrally with center pre-embedded steel slab, periphery pre-embedded steel slab is provided with each strip reinforcing bar beam, anchor bar is respectively connected with below the center pre-embedded steel slab and periphery pre-embedded steel slab.The platform good integrity, settling amount are small, and are provided with the various default parts for facilitating housing assembled.
Description
Technical field
The utility model is related to shell structure technical field of construction, and especially a kind of housing assembly for sandy soil geology is flat
Platform.
Background technology
In industrial factory building construction, often use cylindrical parts steel shell structure, such as smelting furnace, deduster, hot-blast stove,
Air accumulator etc., for diameter is big, thickness of slab is thick, the cylinder shells of weight weight, it is contemplated that transport factor, it is impossible to integrally made in factory
Make, it is general using prefabricated in factory's burst, it is live to be assembled.Site setup platform for lining, first by housing on platform for lining
Row integral installation again after dividing band assembled, can reduce work high above the ground, improve construction speed, ensure construction quality.
Existing conventional platform for lining, general individually to be constituted using beams of concrete or girder steel, beams of concrete or girder steel are direct
It is seated on the load-bearing soil layer of smooth compacting, without filling in the interstitial spaces between Liang Yuliang, load-bearing soil preferable for soil property
Layer, such platform for lining effect preferably, but for sandy soil geology, is not then applied to.Sandy soil geology is applied using existing platform for lining
Work method, rainwater, which easily corrodes mesa base soil layer, to be emptied, and platform for lining sedimentation is big, is unfavorable for the assembled quality control of housing.
Utility model content
Technical problem to be solved in the utility model be to provide a kind of good integrity, settling amount it is small be used for sandy soil geology
Housing platform for lining.
The utility model is disclosed to be used for the housing platform for lining of sandy soil geology, includes the concrete platform of circle, described
Strip reinforcing bar beam and ring reinforcing bar beam are provided with circular concrete platform, the concrete platform has been disposed radially strip
The reserving hole of shape, the strip reinforcing bar beam is radiated and is evenly arranged as extending line intersection point to surrounding using the concrete platform center of circle,
Each strip reinforcing bar beam with concrete platform arranged concentric and is connected integral by the ring reinforcing bar beam, and the ring reinforcing bar beam exists
Reserving hole position disconnects, and the concrete platform is provided centrally with setting on center pre-embedded steel slab, each strip reinforcing bar beam
Have and be respectively connected with anchor bar below periphery pre-embedded steel slab, the center pre-embedded steel slab and periphery pre-embedded steel slab.
Preferably, the cage bar of strip reinforcing bar beam and ring the reinforcing bar beam uses a diameter of 10mm round steel, and stirrup
Use diameter 6mm round steel.
Preferably, the spacing of the stirrup is 200mm.
Preferably, described strip reinforcing bar beam the inner is apart from concrete platform center of circle 1500mm, and outer end is apart from concrete platform
Edge 1000mm.
Preferably, the anchor bar of the center pre-embedded steel slab and periphery pre-embedded steel slab is provided with crotch.
Preferably, the center pre-embedded steel slab is mutually fixed with soil layer, and the periphery pre-embedded steel slab is welded in strip reinforcing bar beam
On.
Preferably, the periphery pre-embedded steel slab is strip and arranged along strip reinforcing bar beam.
The beneficial effects of the utility model are：
1st, suitable in sandy soil geology, platform good integrity, settling amount is small；
2nd, platform presets reinforcing bar beam and platform is connected into integral, as electric welding machine ground wire, it is to avoid in platform for lining table
Face sets electric welding machine ground wire；
The 3rd, reserving hole is set, facilitates electric welding wire, lamp line, instrument etc. to penetrate case inside from hole；
The 4th, built-in fitting is set, sets chain block for levelling housing supporting-point, drawing, jack etc. is set.
Brief description of the drawings
Fig. 1 is the plan of platform for lining；
Fig. 2 is the reinforcing bar beam arrangement schematic diagram of platform for lining；
Fig. 3 is the schematic cross-section of reinforcing bar beam；
The schematic diagram of Tu4Shi centers pre-embedded steel slab；
Fig. 5 is Fig. 4 sectional view；
Fig. 6 is the schematic diagram of periphery pre-embedded steel slab；
Fig. 7 is Fig. 6 sectional view.
Reference：Concrete platform 1, center pre-embedded steel slab 2, periphery pre-embedded steel slab 3, reserving hole 4, strip reinforcing bar beam
5, ring reinforcing bar beam 6, cage bar 7, stirrup 8, anchor bar 9.
Embodiment
The utility model is further illustrated below in conjunction with the accompanying drawings.
As shown in Figures 1 to 7, the housing platform for lining of the present utility model for sandy soil geology, including circular coagulation
Native platform 1, land thickness is preferably 200mm, and strip reinforcing bar beam 5 and ring steel are provided with the circular concrete platform 1
Muscle beam 6, the cage bar 7 of the strip reinforcing bar beam 5 and ring reinforcing bar beam 6 can use a diameter of 10mm round steel, and stirrup 8
Using diameter 6mm round steel.The spacing of the stirrup 8 is preferably 200mm.
The concrete platform 1 is disposed radially the reserving hole 4 of strip, facilitate electric welding wire, lamp line, instrument etc. from
Hole penetrates case inside, and described the inner of strip reinforcing bar beam 5 is apart from the center of circle 1500mm of concrete platform 1, and outer end is apart from concrete
The edge 1000mm of platform 1, the strip reinforcing bar beam 5 is radiated and uniform by extending line intersection point of the center of circle of concrete platform 1 to surrounding
Each strip reinforcing bar beam 5 with the arranged concentric of concrete platform 1 and is connected integral, can be used as electricity by arrangement, the ring reinforcing bar beam 6
Welding machine ground wire, it is to avoid electric welding machine ground wire is set on platform for lining surface；It is pre- that periphery is provided with each strip reinforcing bar beam 5
Steel plate 3 is buried, steel plate thickness t=20mm, width 150mm, the ring reinforcing bar beam 6 disconnect in the position of reserving hole 4, the coagulation
Native platform 1 is provided centrally with center pre-embedded steel slab 2, and steel plate specification is 20*300*300, and the center pre-embedded steel slab 2 and periphery are pre-
Bury the lower section of steel plate 3 and be respectively connected with anchor bar 9, the anchor bar 9 of the center pre-embedded steel slab 2 and periphery pre-embedded steel slab 3 is all provided with
It is equipped with crotch.The periphery pre-embedded steel slab 3 is preferably strip and arranged along strip reinforcing bar beam 5, length and strip reinforcing bar beam 5
It is of substantially equal.
The build step of the platform for lining is as follows：
1st, smooth sandy soil geology place, tamps sandy soil；
2nd, strip reinforcing bar beam 5 and the Steel Reinforcing Bar Material of ring reinforcing bar beam 6, making, reinforcing bar cage bar 7 use 10, and stirrup 8 uses Φ 6
Round steel；
3rd, center pre-embedded steel slab 2 and periphery pre-embedded steel slab 3 are made；
4th, colligation strip reinforcing bar beam 5, strip reinforcing bar beam 5 is installed in place, ring reinforcing bar beam 6 is installed, by strip reinforcing bar beam 5
Reinforcing bar colligation with ring reinforcing bar beam 6 is firm and welds, and reinforcing bar beam and soil layer are fixed, and prevents displacement；
5th, install pre-embedded steel slab, spirit level to be employed by pre-embedded steel slab it is levelling after, the periphery pre-buried steel on strip reinforcing bar beam 5
Plate 3 and beam steel firm welding, after center pre-embedded steel slab 2 is installed in place, by itself and soil layer fixation, prevent displacement；
6th, formwork supporting plate, pours C20 concrete, and the top of concrete absolute altitude poured is spilt than built-in fitting top mark 3~5mm of height
Water curing；
7th, platform for lining can be begun to use after one week after concrete curing.
Claims (7)
1. the housing platform for lining for sandy soil geology, it is characterised in that：Including circular concrete platform (1), the circle
Concrete platform (1) in be provided with strip reinforcing bar beam (5) and ring reinforcing bar beam (6), the concrete platform (1) radially sets
The reserving hole (4) of strip is equipped with, the strip reinforcing bar beam (5) is by extending line intersection point of concrete platform (1) center of circle to four
Radiate in week and be simultaneously evenly arranged, the ring reinforcing bar beam (6) and concrete platform (1) arranged concentric and by each strip reinforcing bar beam (5)
Connection is integral, and the ring reinforcing bar beam (6) disconnects in reserving hole (4) position, and the concrete platform (1) is provided centrally with
Periphery pre-embedded steel slab (3), the center pre-embedded steel slab are provided with center pre-embedded steel slab (2), each strip reinforcing bar beam (5)
(2) and below periphery pre-embedded steel slab (3) it is respectively connected with anchor bar (9).
2. it is used for the housing platform for lining of sandy soil geology as claimed in claim 1, it is characterised in that：The strip reinforcing bar beam
(5) and ring reinforcing bar beam (6) cage bar (7) use a diameter of 10mm round steel, and stirrup (8) use diameter 6mm circle
Steel.
3. it is used for the housing platform for lining of sandy soil geology as claimed in claim 2, it is characterised in that：Between the stirrup (8)
Away from for 200mm.
4. it is used for the housing platform for lining of sandy soil geology as claimed in claim 1, it is characterised in that：The strip reinforcing bar beam
(5) the inner is apart from concrete platform (1) center of circle 1500mm, and outer end is apart from concrete platform (1) edge 1000mm.
5. it is used for the housing platform for lining of sandy soil geology as claimed in claim 1, it is characterised in that：The center pre-embedded steel slab
And the anchor bar (9) of periphery pre-embedded steel slab (3) is provided with crotch (2).
6. it is used for the housing platform for lining of sandy soil geology as claimed in claim 1, it is characterised in that：The center pre-embedded steel slab
(2) mutually fixed with soil layer, the periphery pre-embedded steel slab (3) is welded on strip reinforcing bar beam (5).
7. it is used for the housing platform for lining of sandy soil geology as claimed in claim 6, it is characterised in that：The periphery pre-embedded steel slab
(3) it is strip and is arranged along strip reinforcing bar beam (5).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720235261.0U CN206554517U (en) | 2017-03-10 | 2017-03-10 | Housing platform for lining for sandy soil geology |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720235261.0U CN206554517U (en) | 2017-03-10 | 2017-03-10 | Housing platform for lining for sandy soil geology |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN206554517U true CN206554517U (en) | 2017-10-13 |
Family
ID=60363067
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201720235261.0U Active CN206554517U (en) | 2017-03-10 | 2017-03-10 | Housing platform for lining for sandy soil geology |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN206554517U (en) |
-
2017
- 2017-03-10 CN CN201720235261.0U patent/CN206554517U/en active Active
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