CN206157706U - Reinforced concrete ground - Google Patents
Reinforced concrete ground Download PDFInfo
- Publication number
- CN206157706U CN206157706U CN201621043185.5U CN201621043185U CN206157706U CN 206157706 U CN206157706 U CN 206157706U CN 201621043185 U CN201621043185 U CN 201621043185U CN 206157706 U CN206157706 U CN 206157706U
- Authority
- CN
- China
- Prior art keywords
- pillar
- reinforced concrete
- vertical pillar
- lateral struts
- oblique strut
- 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.)
- Expired - Fee Related
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Abstract
The utility model discloses a reinforced concrete ground relates to the building structure field, is connected with a plurality of layers of slope pillar between this reinforced concrete ground's the adjacent horizontal pillar, and every layer of slope pillar all is a plurality of equilateral triangle structure with vertical pillar, and horizontal pillar, vertical pillar, the inside and outside packing of slope pillar have the filler. Horizontal pillar, vertical pillar, slope pillar have formed skeleton texture in the ground, and make full use of triangle -shaped's steadiness, promoted this reinforced concrete ground's bearing capacity by a wide margin.
Description
Technical field
The utility model is related to building structure field, more particularly to a kind of reinforced concrete beds.
Background technology
Ground refers to bear that a part of soil body of superstructure load impact.It is basic to bear building whole lotus below
The soil body or rock mass of load is referred to as ground.Ground is not belonging to the part built, but its firm durable tool to guarantee building
There is very important effect.
Existing Foundation Design is simple, is only layered in foundation pit with building stones or cement, it is impossible to enough meet skyscraper pair
In the demand of the high weight capacity of ground.
Utility model content
Technical problem to be solved in the utility model is to provide a kind of reinforced concrete beds, is laterally propped up by arranging
The firm framework skeleton of post, vertical pillar, oblique strut composition, refills the ground of concrete layer composition is consolidated high intensity.
For achieving the above object, the utility model provides following technical scheme：A kind of reinforced concrete beds, its feature
It is：The reinforced concrete beds include the lateral struts of two-layer horizontally set, and lateral struts are mutually parallel, adjacent transverse
, apart from equal, also including the vertical pillar that two-layer is longitudinally disposed, vertical pillar is mutually parallel, adjacent longitudinal strut distance for pillar
Equal, if being connected with dried layer oblique strut between adjacent lateral struts, every layer of oblique strut is in several with vertical pillar
Equilateral triangle structure, lateral struts, vertical pillar, oblique strut are inside and outside to be filled with filler.
Preferably, the lateral struts, vertical pillar, oblique strut are by carbon structure steel making.
Preferably, the lateral struts, vertical pillar, oblique strut are connected with each other by welding.
Preferably, the filler is cement concrete.
It is using the beneficial effect of above technical scheme：Connect between the adjacent lateral struts of the reinforced concrete beds
If there is dried layer oblique strut, every layer of oblique strut is with vertical pillar in several equilateral triangle structures, lateral struts, longitudinal direction
Pillar, oblique strut are inside and outside to be filled with filler.Lateral struts, vertical pillar, oblique strut define skeleton knot in ground
Structure, and the steadiness of triangle is taken full advantage of, significantly improve the weight capacity of the reinforced concrete beds.
Description of the drawings
Specific embodiment of the present utility model is described in further detail below in conjunction with the accompanying drawings.
Fig. 1 is a kind of structure sectional view of reinforced concrete beds of the utility model；
Fig. 2 is a kind of steel bar framework structural representation of reinforced concrete beds of the utility model.
Wherein, 1- lateral struts, 2- vertical pillars, 3- oblique struts, 4- fillers.
Specific embodiment
Describe a kind of preferred embodiment of reinforced concrete beds of the utility model in detail below in conjunction with the accompanying drawings.
Fig. 1 and Fig. 2 show a kind of specific embodiment of reinforced concrete beds of the utility model：The reinforced concrete soil
Base includes the lateral struts 1 of two-layer horizontally set, and lateral struts 1 are mutually parallel, and adjacent transverse pillar 1 is also wrapped apart from equal
The longitudinally disposed vertical pillar 2 of two-layer is included, vertical pillar 2 is mutually parallel, and adjacent longitudinal strut 2 is apart from equal, adjacent horizontal stroke
To if dried layer oblique strut 3 is connected between pillar 1, every layer of oblique strut 3 is in several equilateral triangles with vertical pillar 2
Structure, lateral struts 1, vertical pillar 2, oblique strut 3 are inside and outside to be filled with filler 4.
With reference to Fig. 1 and Fig. 2, lateral struts 1, vertical pillar 2, oblique strut 3 are by carbon structure steel making, and structure is hard
Gu, low cost, lateral struts 1, vertical pillar 2, oblique strut 3 are mutually permanently connected by welding, and stable connection is difficult
Fracture.Filler 4 is cement concrete, first lateral struts 1, vertical pillar 2, oblique strut 3 can be welded into into skeleton during construction
Structure, then casting concrete filler 4.
Lateral struts 1, vertical pillar 2, oblique strut 3 define skeleton structure in ground, and take full advantage of triangle
The steadiness of shape, significantly improves the weight capacity of the reinforced concrete beds, can carry higher, heavier building.
The above is only preferred embodiment of the present utility model, it is noted that for one of ordinary skill in the art
For, on the premise of design is created without departing from the utility model, some deformations and improvement can also be made, these belong to this
The protection domain of utility model.
Claims (4)
1. a kind of reinforced concrete beds, it is characterised in that：The reinforced concrete beds include the horizontal of two-layer horizontally set
Pillar (1), lateral struts (1) are mutually parallel, and adjacent transverse pillar (1) is also indulged apart from equal including two-layer is longitudinally disposed
To pillar (2), vertical pillar (2) is mutually parallel, and adjacent longitudinal strut (2) is between equal, adjacent lateral struts (1)
If being connected with dried layer oblique strut (3), every layer of oblique strut (3) is in several equilateral triangle structures with vertical pillar (2),
Lateral struts (1), vertical pillar (2), oblique strut (3) are inside and outside to be filled with filler (4).
2. reinforced concrete beds according to claim 1, it is characterised in that：The lateral struts (1), vertical pillar
(2), oblique strut (3) is by carbon structure steel making.
3. reinforced concrete beds according to claim 1, it is characterised in that：The lateral struts (1), vertical pillar
(2), oblique strut (3) is mutually permanently connected by welding.
4. reinforced concrete beds according to claim 1, it is characterised in that：The filler (4) is cement concrete.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201621043185.5U CN206157706U (en) | 2016-08-30 | 2016-08-30 | Reinforced concrete ground |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201621043185.5U CN206157706U (en) | 2016-08-30 | 2016-08-30 | Reinforced concrete ground |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN206157706U true CN206157706U (en) | 2017-05-10 |
Family
ID=58650372
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201621043185.5U Expired - Fee Related CN206157706U (en) | 2016-08-30 | 2016-08-30 | Reinforced concrete ground |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN206157706U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112857542A (en) * | 2021-01-13 | 2021-05-28 | 宁夏宝通仁和技术有限公司 | Direct-buried truck scale mounting structure and mounting method thereof |
-
2016
- 2016-08-30 CN CN201621043185.5U patent/CN206157706U/en not_active Expired - Fee Related
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112857542A (en) * | 2021-01-13 | 2021-05-28 | 宁夏宝通仁和技术有限公司 | Direct-buried truck scale mounting structure and mounting method thereof |
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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 | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20170510 Termination date: 20170830 |