CN204023605U - The fixed structure of ground embedded part - Google Patents
The fixed structure of ground embedded part Download PDFInfo
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- CN204023605U CN204023605U CN201420379129.3U CN201420379129U CN204023605U CN 204023605 U CN204023605 U CN 204023605U CN 201420379129 U CN201420379129 U CN 201420379129U CN 204023605 U CN204023605 U CN 204023605U
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- China
- Prior art keywords
- accommodation section
- iron parts
- embedded iron
- basic accommodation
- ground
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Links
- 230000004308 accommodation Effects 0.000 claims abstract description 75
- XEEYBQQBJWHFJM-UHFFFAOYSA-N Iron Chemical group [Fe] XEEYBQQBJWHFJM-UHFFFAOYSA-N 0.000 claims abstract description 68
- 239000002689 soil Substances 0.000 claims abstract description 8
- 238000010276 construction Methods 0.000 abstract description 3
- 238000000034 method Methods 0.000 abstract description 3
- 239000010410 layer Substances 0.000 description 11
- 238000009792 diffusion process Methods 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 238000009415 formwork Methods 0.000 description 1
- 238000004062 sedimentation Methods 0.000 description 1
- 239000002344 surface layer Substances 0.000 description 1
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Abstract
A fixed structure for ground embedded part, belongs to industrial factory building design field.The fixed structure of described ground embedded part comprises concrete foundation and the ground concrete layer of basic accommodation section, many embedded iron parts dowels, embedded iron parts and monobloc casts, wherein: described basic accommodation section on foundation soil, dig out for holding the funnelform accommodation section of concrete foundation; One end of each embedded iron parts dowel in described many embedded iron parts dowels is fixed to the soffit of embedded iron parts, and the other end is fixed to the bottom surface of basic accommodation section; Described embedded iron parts be fixed on basic accommodation section bottom surface directly over and the upper surface of described embedded iron parts be parallel to the bottom surface of basic accommodation section; Described concrete foundation is full of described basic accommodation section; Described ground concrete layer above described concrete foundation, described ground concrete layer by many embedded iron parts dowels higher than the first half of the end face of basic accommodation section and embedded iron parts except in other parts of upper surface are coated on.This programme has solved the problems such as the heavy and inefficiency of existing ground embedded part steady job amount, can optimize the fixedly flow process of ground embedded part and improve efficiency of construction.
Description
Technical field
The utility model belongs to industrial factory building design field, relates in particular to the fixed structure of a kind of ground embedded part.
Background technology
In industrial premises, ground embedded part is widely used, for supporting various industrial equipments and electric panel cabinet.In the process that can use in the later stage due to the embedded iron parts on ground, be subject to every active force that upper component produces, must guarantee embedded iron parts can sedimentation, distortion, in the situation that large area arranges ground embedded part, needing is separately reserved basis under each piece embedded part, after basis completes, build ground concrete, this workload for needing the situation of large number of ground embedded iron parts is very large again.Therefore prior art is because needs arrange single footing separately under the embedded part of ground, the heavy and inefficiency of workload.
Utility model content
The purpose of this utility model is to provide the Novel fixing structure of a kind of ground embedded part, overcomes problems of the prior art, optimizes the fixedly flow process of ground embedded part, improves efficiency of construction.
For realizing above object, the utility model proposes the fixed structure of a kind of ground embedded part, the fixed structure of described ground embedded part comprises basic accommodation section, many embedded iron parts dowels, embedded iron parts, and the concrete foundation of monobloc cast and ground concrete layer, wherein: described basic accommodation section on foundation soil, dig out for holding the funnelform accommodation section of concrete foundation, the end face of described basic accommodation section is the horizontal surface of foundation soil, the bottom surface of described basic accommodation section is parallel to end face, wherein, the size of bottom surface is more than or equal to the size of embedded iron parts, but be less than the size of end face, one end of each embedded iron parts dowel in described many embedded iron parts dowels is fixed to the soffit of embedded iron parts, and the other end is fixed to the bottom surface of basic accommodation section, described embedded iron parts by described many embedded iron parts dowels, be fixed on basic accommodation section bottom surface directly over and the upper surface of described embedded iron parts be parallel to the bottom surface of basic accommodation section, and the upper surface of described embedded iron parts is above the end face of basic accommodation section, and the upper surface of embedded iron parts and the end face of basic accommodation section have vertical interval h, in described concrete foundation is full of described basic accommodation section and many embedded iron parts dowels is coated on lower than the Lower Half of the end face of basic accommodation section, described ground concrete layer above described concrete foundation, described ground concrete layer by many embedded iron parts dowels higher than the first half of the end face of basic accommodation section and embedded iron parts except in other parts of upper surface are coated on.
According to an aspect of the present utility model, the bottom surface of described basic accommodation section and the upper and lower surface of described embedded iron parts are all the rectangle of L * W, the end face of described basic accommodation section is the rectangle of (L+L1) * (W+W1), the center of the center of the end face of described basic accommodation section and the bottom surface of described basic accommodation section is on the same plumb line perpendicular to ground, and the length of side of the end face of described basic accommodation section is parallel to the limit that the bottom surface length of side of basic accommodation section is L for the limit of (L+L1).
According to an aspect of the present utility model, described basic accommodation section comprises the first half and Lower Half two parts, wherein the first half is cuboid, the end face of this cuboid is the end face of basic accommodation section, be highly predetermined altitude h1, the end face of Lower Half is the bottom surface of the first half, and the bottom surface of Lower Half is the bottom surface of basic accommodation section, and the height of Lower Half is h2.
According to an aspect of the present utility model, the height of described concrete foundation is h1+h2, and its shape is identical with the shape of basic accommodation section.
According to an aspect of the present utility model, the vertical interval h of the upper surface that the height of described ground concrete layer is embedded iron parts and the end face of basic accommodation section.
According to an aspect of the present utility model, the value of L1 and W1 is 300mm, and the value of h2 is 150mm.
As can be seen here, the Novel fixing structure the utility model proposes is without formwork, and can build together with concrete surface, whole and jointly stressed to form.Not only reduce construction sequence, and improved the fixing and support degree of ground embedded part.
Accompanying drawing explanation
Fig. 1 is the sectional drawing of the fixed structure of the ground embedded part that the utility model proposes;
Fig. 2 is the top view of the fixed structure of the ground embedded part that the utility model proposes.
The specific embodiment
The following stated is better embodiment of the present utility model, does not therefore limit protection domain of the present utility model.
Referring to Fig. 1 and Fig. 2, the fixed structure of the ground embedded part the utility model proposes mainly comprises five parts: embedded iron parts 101, basic accommodation section 102, many embedded iron parts dowels 103, concrete foundation 104 and ground concrete layers 105.
The upper and lower surface of described embedded iron parts 101 shown in Fig. 1 and Fig. 2 is being the rectangle of L * W, the length that L is embedded iron parts, the width that W is embedded iron parts.Although shown in Fig. 1 and Fig. 2 is rectangle, embedded iron parts is according to adjusting according to the shape of the upper component of its support or size, such as also can be the arbitrary shapes such as circle or other polygons.
Described basic accommodation section 102 on foundation soil, dig out for holding the funnel-form holding portion (part of the chain-dotted line below shown in Fig. 1) of concrete foundation.The end face of described basic accommodation section (chain-dotted line indication in Fig. 1) is the horizontal surface 106 of foundation soil, and bottom surface, described basic accommodation section is parallel to end face, and wherein, the size of bottom surface is more than or equal to the size of embedded iron parts, but is less than the size of end face.The object of this funnelform holding portion is, on the one hand, the area of its end face is greater than the size of embedded iron parts, makes it can at least meet the requirement of embedded part stress diffusion; On the one hand, the area of bottom surface is more than or equal to the size of embedded iron parts and is less than the area of end face, makes it under condition of requirement for bearing capacity, to reduce concrete consumption meeting as far as possible.As Fig. 1, shown in 2, as a non-limiting example, the shape and size of bottom surface, described basic accommodation section are identical with embedded iron parts, it is all the rectangle of L * W, the shape of end face is identical with bottom surface, but the size of end face is larger than the size of bottom surface, for (L+L1) * (W+W1), the center of end face and the center of bottom surface are on the same plumb line perpendicular to level ground, and the limit that the length of side of end face is (L+L1) is parallel to the limit that the bottom surface length of side is L, as Fig. 1, shown in 2, in a specific embodiment, L1 and W1 value are 300mm.More specifically, described basic accommodation section comprises the dotted line separated first half of institute and the Lower Half two parts in Fig. 1 for example.Wherein the first half is cuboid, and the end face of this cuboid is the end face of basic accommodation section, is highly predetermined altitude h1; The end face of Lower Half is the bottom surface of the first half, and the bottom surface of Lower Half is the bottom surface of basic accommodation section, and the height of Lower Half is h2, and as shown in Figure 1, in a specific embodiment, height h2 value is 150mm.
In many embedded iron parts dowels 103, one end of each embedded iron parts dowel is fixed to the soffit of embedded iron parts, the other end is fixed to the bottom surface of basic accommodation section, so that embedded iron parts be fixed on basic accommodation section bottom surface directly over and the upper surface of embedded iron parts be parallel to the bottom surface of basic accommodation section, as shown in Figure 2, be provided with in one embodiment six embedded iron parts dowels.The upper surface of described embedded iron parts is above the end face of basic accommodation section, and both vertical intervals are h.As Fig. 1, shown in 2, in one embodiment, the center of embedded iron parts after fixing and the center of the bottom surface of basic accommodation section are on the same plumb line perpendicular to ground, and the upper and lower surface length of side of the embedded iron parts limit that is L is parallel to the limit that the bottom surface length of side of basic accommodation section is L.
Described concrete foundation 104 is full of described basic accommodation section, therefore, and described concrete foundation is coated on many embedded iron parts dowels lower than the Lower Half of basic accommodation section end face (part of Fig. 1 chain-dotted line below) in.The height of described concrete foundation is h1+h2, and its shape is identical with the shape of basic accommodation section.
Described ground concrete layer 105 above concrete foundation, described ground concrete layer by many embedded iron parts dowels higher than the first half of basic accommodation section end face (part of Fig. 1 chain-dotted line top), embedded iron parts except in other parts of upper surface are coated on.The height of described ground concrete layer is h.
Although concrete foundation 104 and ground concrete layer 105 mentioned above are described respectively as two parts, yet this is only in order to carry out more easily text description, in fact both are one, that is to say, concrete foundation and bottom surface layer of concrete are that monobloc cast forms.
Various symbols mentioned above are L for example, W, and h, h1, the size of h2 etc., can select as the case may be, Fig. 1,2 is only a non-limiting example.
As can be seen here, the fixed structure of the ground embedded part the utility model proposes can dig out behind basic accommodation section fixedly embedded iron parts on foundation soil, when building ground concrete layer, build together, completed the concrete foundation of ground concrete layer and embedded iron parts simultaneously, and both have formed an integral body, make the stressed better of basis.
Should note; the specific embodiment that the utility model proposes and application be the object for illustrating only;, as the restriction to the utility model protection domain, those skilled in the art can not modify to meet actual needs to the specific embodiment of the present utility model.
Claims (6)
1. a fixed structure for ground embedded part, is characterized in that:
The fixed structure of described ground embedded part comprises concrete foundation and the ground concrete layer of basic accommodation section, many embedded iron parts dowels, embedded iron parts and monobloc casts, wherein:
Described basic accommodation section on foundation soil, dig out for holding the funnelform accommodation section of concrete foundation, the end face of described basic accommodation section is the horizontal surface of foundation soil, the bottom surface of described basic accommodation section is parallel to end face, wherein, the size of bottom surface is more than or equal to the size of embedded iron parts, but is less than the size of end face;
One end of each embedded iron parts dowel in described many embedded iron parts dowels is fixed to the soffit of embedded iron parts, and the other end is fixed to the bottom surface of basic accommodation section;
Described embedded iron parts by described many embedded iron parts dowels, be fixed on basic accommodation section bottom surface directly over and the upper surface of described embedded iron parts be parallel to the bottom surface of basic accommodation section, and the upper surface of described embedded iron parts is above the end face of basic accommodation section, and the upper surface of embedded iron parts and the end face of basic accommodation section have vertical interval h;
In described concrete foundation is full of described basic accommodation section and many embedded iron parts dowels is coated on lower than the Lower Half of the end face of basic accommodation section;
Described ground concrete layer above described concrete foundation, described ground concrete layer by many embedded iron parts dowels higher than the first half of the end face of basic accommodation section and embedded iron parts except in other parts of upper surface are coated on.
2. the fixed structure of ground according to claim 1 embedded part, is characterized in that:
The bottom surface of described basic accommodation section and the upper and lower surface of described embedded iron parts are all the rectangle of L * W, the end face of described basic accommodation section is the rectangle of (L+L1) * (W+W1), the center of the center of the end face of described basic accommodation section and the bottom surface of described basic accommodation section is on the same plumb line perpendicular to ground, and the length of side of the end face of described basic accommodation section is parallel to the limit that the bottom surface length of side of basic accommodation section is L for the limit of (L+L1).
3. the fixed structure of ground according to claim 2 embedded part, is characterized in that:
Described basic accommodation section comprises the first half and Lower Half two parts, wherein the first half is cuboid, the end face of this cuboid is the end face of basic accommodation section, be highly predetermined altitude h1, the end face of Lower Half is the bottom surface of the first half, the bottom surface of Lower Half is the bottom surface of basic accommodation section, and the height of Lower Half is h2.
4. the fixed structure of ground according to claim 3 embedded part, is characterized in that:
The height of described concrete foundation is h1+h2, and its shape is identical with the shape of basic accommodation section.
5. the fixed structure of ground according to claim 1 embedded part, is characterized in that:
The height of described ground concrete layer is the vertical interval h of the upper surface of embedded iron parts and the end face of basic accommodation section.
6. the fixed structure of ground according to claim 4 embedded part, is characterized in that:
The value of L1 and W1 is 300mm, and the value of h2 is 150mm.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420379129.3U CN204023605U (en) | 2014-07-10 | 2014-07-10 | The fixed structure of ground embedded part |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420379129.3U CN204023605U (en) | 2014-07-10 | 2014-07-10 | The fixed structure of ground embedded part |
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| Publication Number | Publication Date |
|---|---|
| CN204023605U true CN204023605U (en) | 2014-12-17 |
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| Application Number | Title | Priority Date | Filing Date |
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| CN201420379129.3U Expired - Fee Related CN204023605U (en) | 2014-07-10 | 2014-07-10 | The fixed structure of ground embedded part |
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Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104727339A (en) * | 2015-03-31 | 2015-06-24 | 河北省电力勘测设计研究院 | Electrical equipment foundation two-step type construction method |
| CN107191746A (en) * | 2017-05-22 | 2017-09-22 | 新奥泛能网络科技股份有限公司 | The supplement method of base assembly and Equipment Foundations |
| CN109594576A (en) * | 2018-12-13 | 2019-04-09 | 仇国辉 | The simple assembly construction technology of multilayer assembled architecture isolated footing standardization |
-
2014
- 2014-07-10 CN CN201420379129.3U patent/CN204023605U/en not_active Expired - Fee Related
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104727339A (en) * | 2015-03-31 | 2015-06-24 | 河北省电力勘测设计研究院 | Electrical equipment foundation two-step type construction method |
| CN107191746A (en) * | 2017-05-22 | 2017-09-22 | 新奥泛能网络科技股份有限公司 | The supplement method of base assembly and Equipment Foundations |
| CN109594576A (en) * | 2018-12-13 | 2019-04-09 | 仇国辉 | The simple assembly construction technology of multilayer assembled architecture isolated footing standardization |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| TR01 | Transfer of patent right |
Effective date of registration: 20170526 Address after: 010010 the Inner Mongolia Autonomous Region Saihan District of Hohhot City, Xilin Road District Shandan Comprehensive Building 6 layer 601 Patentee after: Inner Mongolia Mongolia Construction Engineering Supervision Co.,Ltd. Address before: 010010 Hohhot, the Inner Mongolia Autonomous Region Tin Road, No. 209 Patentee before: INNER MONGOLIA POWER SURVEY & DESIGN INSTITUTE Co.,Ltd. |
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| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20141217 |