CN104818730A - Equipment base top embedded part and mounting method thereof - Google Patents
Equipment base top embedded part and mounting method thereof Download PDFInfo
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- CN104818730A CN104818730A CN201510275582.9A CN201510275582A CN104818730A CN 104818730 A CN104818730 A CN 104818730A CN 201510275582 A CN201510275582 A CN 201510275582A CN 104818730 A CN104818730 A CN 104818730A
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- embedded part
- basis
- anchor bar
- reserved layer
- described embedded
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Abstract
The invention provides an equipment base top embedded part. The equipment base top embedded part comprises a base, two iron pads, an embedded part, a plurality of embedded part anchoring bars and reservation layers. The embedded part is arranged at the top of the base. The iron pads are respectively arranged between both ends of the embedded part and the base. The plurality of embedded part anchoring bars are arranged on the embedded part. One end of every embedded part anchoring bar penetrates the embedded part, and the other end extends into the base. The reservation layers are formed in gaps between the embedded part, the two iron pads and the base and casted with concrete. The equipment base top embedded part is simple in structure, low in cost and high in flatness. The invention also provides a mounting method of the equipment base top embedded part. The method is easy to implement, effectively meets the flatness requirements of the device base top embedded part and provides guarantee for equipment mounting.
Description
Technical field
The present invention relates to industrial construction field of engineering technology, especially relate to a kind of equipment Foundations top embedded part and mounting method thereof.
Background technology
In existing embedded part mounting technique method; usually embedded part is fixed on equipment Foundations steel mesh reinforcement; but because concreting is vibrated; phenomenons such as usually there will be embedded part skew, tilt, embedding concrete is interior; cause equipment to install difficulty, particularly heat transmission equipment sliding end slip coefficient does not reach requirement.
Summary of the invention
For solving the problems of the technologies described above, the invention provides a kind of equipment Foundations top embedded part, structure is simple, and planeness is high.Present invention also offers the mounting method of top, the said equipment basis embedded part, to solve equipment top embedded part planeness problem.
The technical solution used in the present invention is:
A kind of equipment Foundations top embedded part, comprise basis, two groups of parallels groups, embedded part, some embedded part anchor bars and reserved layer, described embedded part is arranged at the top on described basis, described parallels group is respectively equipped with between the two ends of described embedded part and described basis, described embedded part is provided with some described embedded part anchor bars, one end of described embedded part anchor bar is through described embedded part, the other end of described embedded part anchor bar extend into the inside on described basis, described embedded part, space described in two groups between parallels group and described basis forms described reserved layer, concrete is cast with in described reserved layer.
Equipment Foundations top of the present invention embedded part, wherein, the thickness of described reserved layer is 5-10cm.
Equipment Foundations top of the present invention embedded part, wherein, described parallels group is made up of some plain cushion iron of same thickness.
Equipment Foundations top of the present invention embedded part, wherein, described embedded part is prepared from by steel plate.
A mounting method for equipment Foundations top embedded part, comprises the following steps:
A some described embedded part anchor bars are first fixed on the steel mesh reinforcement on described basis by ();
B () builds base concrete, the top on described basis is reserved described reserved layer and temporarily do not built, and notes embedded part anchor bar described in righting in casting process;
C (), according to the spacing of pre-buried described embedded part anchor bar, described embedded part processes suitable circular hole, the diameter of described circular hole is slightly larger than the diameter of described embedded part anchor bar;
D () sets the described parallels group of adjustment in the both sides of the described reserved layer on described basic top;
E described embedded part that () will process, penetrates in pre-buried described embedded part anchor bar, is installed on described basis;
(f) by adjustment described parallels group, guarantee that the planeness of described embedded part is up to standard, and on described embedded part parallels group described in spot welding;
G () welds described embedded part and described embedded part anchor bar;
H () formwork builds described reserved layer;
I () removes the template of described reserved layer, grow the unnecessary part of the described embedded part anchor bar of described embedded part, and adopt abrasive machine to be polished flat the end of the excision of described embedded part anchor bar with cutting machine excision.
The mounting method of equipment Foundations top of the present invention embedded part, wherein, adopts grouting material Self-leveling method to build reserved layer described in step (h).
Beneficial effect of the present invention:
Equipment Foundations top of the present invention embedded part, structure is simple, and cost is low, and planeness is high.
Equipment Foundations top of the present invention embedded part, the thickness of described reserved layer is 5-10cm, and reserved layer thickness is too little, and the parallels adjustment difficulty of parallels group is large, and thickness is too large, and parallels quantity is many, and cost is high.
Equipment Foundations top of the present invention embedded part mounting method, implement simple and convenient, effectively solve equipment top embedded part planeness problem, particularly fairly obvious to the heat transmission equipment sliding end embedded part effect that flatness requirement is very high, evade embedded part skew, inclination, the common quality defect such as in embedding concrete, installed for equipment and provide guarantee.
Accompanying drawing explanation
Fig. 1 is the structural representation of equipment Foundations top of the present invention embedded part.
Below in conjunction with specific embodiments and the drawings, the invention will be further described.
Detailed description of the invention
As shown in Figure 1, a kind of equipment Foundations top embedded part, comprise basis 1, two groups of parallels groups 2, embedded part 3, some embedded part anchor bars 4 and reserved layer 5, embedded part 3 is prepared from by steel plate, embedded part 3 is arranged at the top on basis 1, parallels 2 groups is respectively equipped with between the two ends of embedded part 3 and basis 1, parallels group 2 is made up of three blocks of plain cushion iron of same thickness, be fixedly connected by welding between embedded part 3 and parallels group 2, embedded part 3 is provided with some embedded part anchor bars 4 by being welded and fixed, one end of embedded part anchor bar 4 is through embedded part 3, the other end of embedded part anchor bar 4 extend into the inside on basis 1, embedded part 3, space between two groups of parallels groups 2 and basis 1 forms reserved layer 5, concrete is cast with in reserved layer 5, the thickness of reserved layer 5 is 5-10cm.
The mounting method of the present embodiment equipment Foundations top embedded part, comprises the following steps:
A some embedded part anchor bars 4 are first fixed on the steel mesh reinforcement on basis 1 by ();
B () builds base concrete, the reserved layer 5 in top on basis 1 is not temporarily built, and notes righting embedded part anchor bar 4 in casting process;
C (), according to the spacing of pre-buried embedded part anchor bar 4, embedded part 3 processes suitable circular hole, the diameter of described circular hole slightly larger than the diameter of embedded part anchor bar 4 so that follow-up welding;
D () sets adjustment parallels group 2 in the both sides of the reserved layer 5 on basic 1 top;
E embedded part 3 that () will process, penetrates in pre-buried embedded part anchor bar 4, is installed on basis 1;
F (), by adjustment parallels group 2, guarantees that the planeness of embedded part 3 is up to standard, and on embedded part 3 spot welding parallels group 2;
(g) welding embedded element 3 and embedded part anchor bar 4;
H () formwork builds reserved layer 5, adopt grouting material Self-leveling method to build;
I () removes the template of reserved layer 5, grow the unnecessary part of the embedded part anchor bar 4 of embedded part 3, and adopt abrasive machine to be polished flat the end of the excision of embedded part anchor bar 4 with cutting machine excision.
Above-described embodiment is only be described the preferred embodiment of the present invention; not scope of the present invention is limited; under not departing from the present invention and designing the prerequisite of spirit; the various distortion that those of ordinary skill in the art make technical scheme of the present invention and improvement, all should fall in protection domain that claims of the present invention determines.
Claims (6)
1. an equipment Foundations top embedded part, it is characterized in that: comprise basis (1), two groups of parallels groups (2), embedded part (3), some embedded part anchor bars (4) and reserved layer (5), described embedded part (3) is arranged at the top of described basis (1), described parallels group (2) is respectively equipped with between the two ends of described embedded part (3) and described basis (1), described embedded part (3) is provided with some described embedded part anchor bars (4), one end of described embedded part anchor bar (4) is through described embedded part (3), the other end of described embedded part anchor bar (4) extend into the inside of described basis (1), described embedded part (3), space described in two groups between parallels group (2) and described basis (1) forms described reserved layer (5), concrete is cast with in described reserved layer (5).
2. equipment Foundations top according to claim 1 embedded part, is characterized in that: the thickness of described reserved layer (5) is 5-10cm.
3. equipment Foundations top according to claim 1 embedded part, is characterized in that: described parallels group (2) is made up of some plain cushion iron of same thickness.
4. equipment Foundations top according to claim 3 embedded part, is characterized in that: described embedded part (3) is prepared from by steel plate.
5. the mounting method of the equipment Foundations top embedded part described in claim 1-4 any one, is characterized in that: comprise the following steps:
A some described embedded part anchor bars (4) are first fixed on the steel mesh reinforcement of described basis (1) by ();
B () builds base concrete, the top of described basis (1) is reserved described reserved layer (5) and temporarily do not built, and notes embedded part anchor bar (4) described in righting in casting process;
C (), according to the spacing of pre-buried described embedded part anchor bar (4), at the circular hole that the upper processing of described embedded part (3) is suitable, the diameter of described circular hole is slightly larger than the diameter of described embedded part anchor bar (4);
D () sets the described parallels group (2) of adjustment in the both sides of the described reserved layer (5) on described basis (1) top;
E described embedded part (3) that () will process, penetrates in pre-buried described embedded part anchor bar (4), is installed on described basis (1);
F (), by the described parallels group (2) of adjustment, guarantees that the planeness of described embedded part (3) is up to standard, and in described embedded part (3) above parallels group (2) described in spot welding;
G () welds described embedded part (3) and described embedded part anchor bar (4);
H () formwork builds described reserved layer (5), adopt grouting material Self-leveling method to build;
I () removes the template of described reserved layer (5), grow the unnecessary part of the described embedded part anchor bar (4) of described embedded part (3) with cutting machine excision, and adopt abrasive machine to be polished flat the end of the excision of described embedded part anchor bar (4).
6. the mounting method of equipment Foundations top according to claim 5 embedded part, is characterized in that: adopt grouting material Self-leveling method to build reserved layer (5) described in step (h).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201510275582.9A CN104818730B (en) | 2015-05-26 | 2015-05-26 | The installation method of embedded part at the top of a kind of Equipment Foundations |
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201510275582.9A CN104818730B (en) | 2015-05-26 | 2015-05-26 | The installation method of embedded part at the top of a kind of Equipment Foundations |
Publications (2)
| Publication Number | Publication Date |
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| CN104818730A true CN104818730A (en) | 2015-08-05 |
| CN104818730B CN104818730B (en) | 2017-03-15 |
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| CN201510275582.9A Active CN104818730B (en) | 2015-05-26 | 2015-05-26 | The installation method of embedded part at the top of a kind of Equipment Foundations |
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Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113718559A (en) * | 2021-08-27 | 2021-11-30 | 中国二十二冶集团有限公司 | Quick adjusting method for elevation of embedded part of track |
| CN114737596A (en) * | 2022-04-18 | 2022-07-12 | 中国核工业华兴建设有限公司 | Method for positioning rear annular embedded part of equipment foundation |
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| JPH11152759A (en) * | 1997-09-18 | 1999-06-08 | Hiraki Tanimoto | Foundation of columnar structure |
| CN101725152A (en) * | 2008-10-27 | 2010-06-09 | 陆林海 | Technical method for producing horizontal base |
| CN101787706A (en) * | 2010-03-04 | 2010-07-28 | 中冶实久建设有限公司 | Construction method of installing and fixing equipment basic pre-buried iron elements |
| CN102619236A (en) * | 2012-04-26 | 2012-08-01 | 中国化学工程第四建设有限公司 | Compound type ice chest foundation construction method |
| CN204645081U (en) * | 2015-05-26 | 2015-09-16 | 中国化学工程第三建设有限公司 | A kind of equipment Foundations top embedded part |
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2015
- 2015-05-26 CN CN201510275582.9A patent/CN104818730B/en active Active
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| JPS6098020A (en) * | 1983-10-31 | 1985-06-01 | Honsyu Shikoku Renrakukiyou Kodan | Pedestal on surface of ground and method of constructing said pedestal |
| JPH11152759A (en) * | 1997-09-18 | 1999-06-08 | Hiraki Tanimoto | Foundation of columnar structure |
| CN101725152A (en) * | 2008-10-27 | 2010-06-09 | 陆林海 | Technical method for producing horizontal base |
| CN101787706A (en) * | 2010-03-04 | 2010-07-28 | 中冶实久建设有限公司 | Construction method of installing and fixing equipment basic pre-buried iron elements |
| CN102619236A (en) * | 2012-04-26 | 2012-08-01 | 中国化学工程第四建设有限公司 | Compound type ice chest foundation construction method |
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Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113718559A (en) * | 2021-08-27 | 2021-11-30 | 中国二十二冶集团有限公司 | Quick adjusting method for elevation of embedded part of track |
| CN114737596A (en) * | 2022-04-18 | 2022-07-12 | 中国核工业华兴建设有限公司 | Method for positioning rear annular embedded part of equipment foundation |
Also Published As
| Publication number | Publication date |
|---|---|
| CN104818730B (en) | 2017-03-15 |
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