CN104818730B - The installation method of embedded part at the top of a kind of Equipment Foundations - Google Patents
The installation method of embedded part at the top of a kind of Equipment Foundations Download PDFInfo
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- CN104818730B CN104818730B CN201510275582.9A CN201510275582A CN104818730B CN 104818730 B CN104818730 B CN 104818730B CN 201510275582 A CN201510275582 A CN 201510275582A CN 104818730 B CN104818730 B CN 104818730B
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- embedded part
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- anchor bar
- reserved layer
- parallels
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Abstract
The invention provides embedded part at the top of a kind of Equipment Foundations, including basis, two groups of parallels groups, embedded part, some embedded part anchor bars and reserved layer, the embedded part is arranged at the top on the basis, the parallels group is respectively equipped between the two ends of the embedded part and the basis, the embedded part is provided with some embedded part anchor bars, one end of the embedded part anchor bar passes through the embedded part, the other end of the embedded part anchor bar extend into the inside on the basis, the embedded part, space between parallels group described in two groups and the basis forms the reserved layer, concrete is cast with the reserved layer.Embedded part at the top of Equipment Foundations of the present invention, simple structure, low cost, flatness are high.Present invention also offers the said equipment basis top embedded part installation method, the method implement simple and convenient, effectively solve embedded part flatness requirement at the top of equipment, for equipment install provide guarantee.
Description
Technical field
The present invention relates to industrial building field of engineering technology, more particularly, to embedded part and its installation at the top of a kind of Equipment Foundations
Method.
Background technology
In existing embedded part mounting technique method, generally embedded part is fixed on Equipment Foundations bar-mat reinforcement, but due to coagulation
Soil is poured and is vibrated, and the phenomenons such as embedded part offsets, inclines, embedded concrete is interior usually occurs, causes equipment installation difficulty, particularly
Heat transmission equipment sliding end slip coefficient does not reach requirement.
Content of the invention
For solving above-mentioned technical problem, the invention provides embedded part, simple structure, flatness at the top of a kind of Equipment Foundations
High.Present invention also offers the installation method of the said equipment basis top embedded part, to solve the problems, such as embedded part flatness at the top of equipment.
The technical solution used in the present invention is：
Embedded part at the top of a kind of Equipment Foundations, including basis, two groups of parallels groups, embedded part, some embedded part anchor bars and reserved
Layer, the embedded part are arranged at the top on the basis, are respectively equipped with the parallels between the two ends of the embedded part and the basis
Group, the embedded part are provided with some embedded part anchor bars, and one end of the embedded part anchor bar passes through the embedded part, described
The other end of embedded part anchor bar extend into the inside on the basis, the embedded part, parallels group described in two groups and the basis
Between space form the reserved layer, be cast with concrete in the reserved layer.
Embedded part at the top of Equipment Foundations of the present invention, wherein, the thickness of the reserved layer is 5-10cm.
Embedded part at the top of Equipment Foundations of the present invention, wherein, some plain cushion iron groups of the parallels group by same thickness
Into.
Embedded part at the top of Equipment Foundations of the present invention, wherein, the embedded part is prepared from by steel plate.
At the top of a kind of Equipment Foundations, the installation method of embedded part, comprises the following steps：
A some embedded part anchor bars are first fixed on the bar-mat reinforcement on the basis by ()；
B () pours base concrete, the top on the basis is reserved the reserved layer and temporarily do not poured, in casting process
Note embedded part anchor bar described in righting；
C () processes suitable circular hole, the circle on the embedded part according to the spacing of the pre-buried embedded part anchor bar
Diameter of the diameter in hole slightly larger than the embedded part anchor bar；
D () sets the adjustment parallels group in the both sides of the described reserved layer on the basic top；
E () penetrates the embedded part for processing in the pre-buried embedded part anchor bar, be installed to described on the basis of；
F () is by adjusting the parallels group, it is ensured that the flatness of the embedded part is up to standard, and on the embedded part described in spot welding
Parallels group；
G () welds the embedded part and the embedded part anchor bar；
H () formwork pours the reserved layer；
I () removes the template of the reserved layer, grow the embedded part anchor bar of the embedded part with cutting machine excision
Unnecessary part, and the end of the excision of the embedded part anchor bar is polished flat using abrasive machine.
The installation method of embedded part at the top of Equipment Foundations of the present invention, wherein, pours step using grouting material Self-leveling method
Layer is reserved described in (h) suddenly.
Beneficial effect of the present invention：
Embedded part at the top of Equipment Foundations of the present invention, simple structure, low cost, flatness are high.
Embedded part at the top of Equipment Foundations of the present invention, the thickness of the reserved layer is 5-10cm, and reserved thickness degree is too little,
The parallels adjustment difficulty of parallels group is big, and thickness is too big, and parallels quantity is more, high cost.
Embedded part installation method at the top of Equipment Foundations of the present invention, enforcement are simple and convenient, effectively solve equipment top
Portion's embedded part flatness problem, particularly very high to flatness requirement heat transmission equipment sliding end embedded part effect are fairly obvious, evade
Embedded part skew, inclination, the common quality defect such as in embedded concrete, install for equipment and provide guarantee.
Description of the drawings
Fig. 1 is the structural representation of embedded part at the top of Equipment Foundations of the present invention.
With reference to specific embodiments and the drawings, the invention will be further described.
Specific embodiment
As shown in figure 1, embedded part at the top of a kind of Equipment Foundations, including basic 1, two groups of parallels groups 2, embedded part 3, some embedded parts
Anchor bar 4 and reserved layer 5, embedded part 3 are prepared from by steel plate, and embedded part 3 is arranged at the top on basis 1, the two ends of embedded part 3 and base
2 groups of parallels is respectively equipped between plinth 1, parallels group 2 is made up of three blocks of plain cushion iron of same thickness, lead between embedded part 3 and parallels group 2
Cross and be welded and fixed connection, pass through to be welded and fixed on embedded part 3 to be provided with some embedded part anchor bars 4, one end of embedded part anchor bar 4 is worn
Embedded part 3 is crossed, the other end of embedded part anchor bar 4 extend into the inside on basis 1, between 3, two groups of parallels groups 2 of embedded part and basis 1
Space forms reserved layer 5, is cast with concrete in reserved layer 5, and the thickness for reserving layer 5 is 5-10cm.
At the top of the present embodiment Equipment Foundations, the installation method of embedded part, comprises the following steps：
A some embedded part anchor bars 4 are first fixed on the bar-mat reinforcement on basis 1 by ()；
B () pours base concrete, the top on basis 1 is reserved layer 5 and temporarily do not poured, and notes righting in casting process
Embedded part anchor bar 4；
C the spacing of () according to pre-buried embedded part anchor bar 4, processes suitable circular hole on embedded part 3, the circular hole straight
Diameter of the footpath slightly larger than embedded part anchor bar 4, so as to follow-up welding；
D () sets adjustment parallels group 2 in the both sides of the reserved layer 5 on basic 1 top；
E () penetrates the embedded part 3 for processing in pre-buried embedded part anchor bar 4, be installed on basis 1；
F () is by adjusting parallels group 2, it is ensured that the flatness of embedded part 3 is up to standard, and spot welding parallels group 2 on embedded part 3；
(g) welding embedded element 3 and embedded part anchor bar 4；
H () formwork pours reserved layer 5, poured using grouting material Self-leveling method；
I () removes the template of reserved layer 5, the unnecessary portion for cutting off the embedded part anchor bar 4 for growing embedded part 3 with cutting machine
Point, and the end of the excision of embedded part anchor bar 4 is polished flat using abrasive machine.
Embodiment described above is only that the preferred embodiment of the present invention is described, not the model to the present invention
Enclose and be defined, on the premise of without departing from design spirit of the present invention, technical side of the those of ordinary skill in the art to the present invention
Various modifications and improvement that case is made, all should fall in the protection domain of claims of the present invention determination.
Claims (2)
1. at the top of a kind of Equipment Foundations embedded part installation method, it is characterised in that：Including basic (1), two groups of parallels groups (2), bury
Part (3), some embedded part anchor bars (4) and reserved layer (5), embedded part (3) are arranged at the top of the basis (1), described
It is respectively equipped with parallels group (2) between the two ends of embedded part (3) and the basis (1), embedded part (3) are provided with some described
Embedded part anchor bar (4), the one end of embedded part anchor bar (4) pass through the embedded part (3), embedded part anchor bar (4)
The other end extend into the inside of the basis (1), embedded part (3), parallels group (2) described in two groups and basic (1) it
Between space formed reserved layer (5), is cast with concrete in reserved layer (5), parallels group (2) are by same thickness
Some plain cushion iron composition, the thickness of reserved layer (5) is 5-10cm, and the installation method is comprised the following steps：
A some embedded part anchor bar (4) are first fixed on the bar-mat reinforcement of the basis (1) by ()；
B () pours base concrete, the top of the basis (1) is reserved reserved layer (5) and temporarily do not poured, in casting process
Note embedded part anchor bar (4) described in righting；
C the spacing of () according to pre-buried embedded part anchor bar (4), above processes suitable circular hole in the embedded part (3), described
Diameter of the diameter of circular hole slightly larger than embedded part anchor bar (4)；
D () sets adjustment parallels group (2) in the both sides of the described reserved layer (5) on described basis (1) top；
E the embedded part (3) for processing is penetrated in pre-buried embedded part anchor bar (4), is installed to the basis by ()
(1) on；
F () is by adjusting parallels group (2), it is ensured that the flatness of embedded part (3) is up to standard, and in the upper point of the embedded part (3)
Weld parallels group (2)；
G () welds embedded part (3) and embedded part anchor bar (4)；
H () formwork pours reserved layer (5), poured using grouting material Self-leveling method；
I () removes the template of reserved layer (5), cut off the embedded part anchor bar for growing the embedded part (3) with cutting machine
(4) unnecessary part, and the end of the excision of embedded part anchor bar (4) is polished flat using abrasive machine.
2. at the top of Equipment Foundations according to claim 1 embedded part installation method, it is characterised in that：Flow automatically using grouting material
Flat method is poured.
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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 |
Applications Claiming Priority (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 |
Publications (2)
| Publication Number | Publication Date |
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| CN104818730A CN104818730A (en) | 2015-08-05 |
| CN104818730B true CN104818730B (en) | 2017-03-15 |
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Families Citing this family (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 |
Citations (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN101725152A (en) * | 2008-10-27 | 2010-06-09 | 陆林海 | Technical method for producing horizontal base |
| 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 |
Family Cites Families (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS6098020A (en) * | 1983-10-31 | 1985-06-01 | Honsyu Shikoku Renrakukiyou Kodan | Pedestal on surface of ground and method of constructing said pedestal |
| JP2993498B2 (en) * | 1997-09-18 | 1999-12-20 | 開 谷本 | Pillar structure foundation |
| 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 |
| 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
Patent Citations (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN101725152A (en) * | 2008-10-27 | 2010-06-09 | 陆林海 | Technical method for producing horizontal base |
| 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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| CN104818730A (en) | 2015-08-05 |
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