CN204456159U - A kind of steel kind design concrete anchor location structure - Google Patents
A kind of steel kind design concrete anchor location structure Download PDFInfo
- Publication number
- CN204456159U CN204456159U CN201420851591.9U CN201420851591U CN204456159U CN 204456159 U CN204456159 U CN 204456159U CN 201420851591 U CN201420851591 U CN 201420851591U CN 204456159 U CN204456159 U CN 204456159U
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Abstract
The utility model describes a kind of steel kind design concrete anchor location structure, comprises steel kind design body, is provided with crab-bolt base in the lower end of steel kind design body, crab-bolt base is connected with journal stirrup; Crab-bolt floor installation, on concrete pedestal, crab-bolt base is vertically provided with crab-bolt, and the lower end of crab-bolt is inserted in concrete pedestal through after crab-bolt base, is provided with the locating piece of a transverse direction, in locating piece Transducers Embedded in Concrete pedestal in the bottom of crab-bolt; Be connected with nut at the top of crab-bolt, be provided with crab-bolt cover plate between nut and crab-bolt base, nut and crab-bolt cover plate push against.Steel kind design concrete anchor location structure of the present utility model had both had stronger enabling capabilities and rigid, again the convenient ground location structure installed, and better reliability, also saves the auxiliary material in a large amount of installation process simultaneously, is conducive to reducing costs.
Description
Technical field
The utility model relates to a kind of building unit, and especially a kind of steel kind design concrete anchor location structure, belongs to building implements technical field.
Background technology
Along with the continuous intensification of building trade, large quantities of emerging building structure is also constantly rised sheer from level ground, and no matter is for which kind of building, and the firmness of ground all directly has influence on the stability of building body.Now current when making the ground of building, normally adopt the mode of reinforced concrete pipe pile shaping to make, this structure has the good advantage of bulk strength, but, owing to needing a large amount of time to the grouting of pile tube, and also to wait for that it solidifies after grouting, therefore when operating, the ground suspension column installation effectiveness of this structure is lower, compares and expends time in.And for some highly relatively low commercial buildings, relatively low to the requirement of strength of ground on the one hand, require higher to construction speed on the other hand, therefore need to design a kind of special ground location structure for small commercial buildings.
Summary of the invention
For above-mentioned deficiency of the prior art, main purpose of the present utility model is that solution is existing current in the ground construction process of small commercial buildings, longer problem consuming time, and a kind of enough rigid that can ensure are provided, go back the steel kind design concrete anchor location structure that constructability is installed simultaneously.
The technical solution of the utility model: a kind of steel kind design concrete anchor location structure, comprise steel kind design body, it is characterized in that, described steel kind design body is rectangular cylinder structure, be provided with crab-bolt base in the lower end of steel kind design body, described crab-bolt base is connected with journal stirrup, the side of described journal stirrup is rectangular shaped, base, right angle and the crab-bolt base of journal stirrup are welded and fixed, and the right angle side of journal stirrup and the side of steel kind design body are welded and fixed; Described crab-bolt floor installation is on concrete pedestal, crab-bolt base is vertically provided with crab-bolt, the lower end of described crab-bolt is inserted in concrete pedestal through after crab-bolt base, is provided with the locating piece of a transverse direction, in described locating piece Transducers Embedded in Concrete pedestal in the bottom of crab-bolt; The top of described crab-bolt, higher than crab-bolt base, is connected with nut at the top of crab-bolt, is provided with crab-bolt cover plate between described nut and crab-bolt base, and described nut and crab-bolt cover plate push against.
Optimally, between described crab-bolt base and concrete pedestal, be also provided with grout blanket, the thickness of described grout blanket is 5 ~ 8cm, and described grout blanket is made by concrete secondary grouting.By the gap filling between concrete pedestal and crab-bolt base, the situation of rocking after avoiding crab-bolt floor installation, can be there is by described grout blanket, crab-bolt base and concrete pedestal also can be made to form an entirety simultaneously.
Optimally, described journal stirrup is eight, and four angles of steel kind design body are respectively provided with two journal stirrups, and the angle between adjacent journal stirrup is 90 °.Be provided with eight journal stirrups in the utility model, reinforcement can be formed from all angles to steel kind design like this and connect, improve the rigidity after its connection.
Optimally, described crab-bolt is eight and edge along crab-bolt base is uniformly distributed.Here the effect arranging multiple crab-bolt is to improve bonding strength, also make simultaneously stressed evenly.
Optimally, the end face of described locating piece and crab-bolt cover plate is square, and the length of side of described locating piece is greater than the length of side of crab-bolt cover plate.
Relative to prior art, the utility model has following beneficial effect:
Steel kind design concrete anchor location structure of the present utility model is based on precast concrete matrix, by the effect of crab-bolt, the suspension column of steel work and concrete foundation block are connected and fixed, formed and both there is stronger enabling capabilities and rigid, the convenient ground location structure installed, can meet the demand of small-business house so targetedly again.Meanwhile, the utility model also adopts secondary grout layer to reinforce the connection to steel kind design and concrete foundation block, and the globality of this location structure is strengthened, and better reliability, also saves the auxiliary material in a large amount of installation process simultaneously, is conducive to reducing costs.
Accompanying drawing explanation
Fig. 1 is the stereogram (eliminating concrete pedestal in figure) of a kind of steel kind design concrete anchor of the utility model location structure.
Fig. 2 is the sectional view of a kind of steel kind design concrete anchor of the utility model location structure.
In figure, 1-steel kind design body, 2-crab-bolt base, 3-journal stirrup, 4-concrete pedestal, 5-crab-bolt, 6-locating piece, 7-nut, 8-crab-bolt cover plate, 9-grout blanket.
Detailed description of the invention
Below in conjunction with the drawings and specific embodiments, the utility model is described in further detail.
As depicted in figs. 1 and 2, a kind of steel kind design concrete anchor location structure, comprise steel kind design body 1, described steel kind design body 1 is rectangular cylinder structure, be provided with crab-bolt base 2 in the lower end of steel kind design body 1, described crab-bolt base 2 is connected with journal stirrup 3, the side of described journal stirrup 3 is rectangular shaped, base, right angle and the crab-bolt base 2 of journal stirrup 3 are welded and fixed, and the right angle side of journal stirrup 3 and the side of steel kind design body 1 are welded and fixed.In the utility model, described journal stirrup 3 is eight, and four angles of steel kind design body 1 are respectively provided with two journal stirrups 3, and the angle between adjacent journal stirrup 3 is 90 °.Described crab-bolt base 2 is arranged on concrete pedestal 4, between described crab-bolt base 2 and concrete pedestal 4, be also provided with grout blanket 9, and the thickness of described grout blanket 9 is 5 ~ 8cm, and described grout blanket 9 is made by concrete secondary grouting.Crab-bolt base 2 is vertically provided with crab-bolt 5, and the lower end of described crab-bolt 5 is through inserting in concrete pedestal 4 after crab-bolt base 2, and in the utility model, described crab-bolt 5 is eight and edge along crab-bolt base 2 is uniformly distributed.Be provided with the locating piece 6 of a transverse direction in the bottom of crab-bolt 5, in described locating piece 6 Transducers Embedded in Concrete pedestal 4, described locating piece 6 and the end face of crab-bolt cover plate 8 are square, and the length of side of described locating piece 6 is greater than the length of side of crab-bolt cover plate 8.Locating effect can be strengthened like this.The top of described crab-bolt 5, higher than crab-bolt base 2, is connected with nut 7 at the top of crab-bolt 5, between described nut 7 and crab-bolt base 2, be provided with crab-bolt cover plate 8, and described nut 7 pushes against with crab-bolt cover plate 8.
Steel kind design concrete anchor location structure bonding strength of the present utility model is good, and good stability is not yielding, makes relative ease, has good practicality.
It should be noted that, above embodiment is only in order to illustrate technical solutions of the utility model but not restriction technologies scheme, although applicant is explained in detail the utility model with reference to preferred embodiment, those of ordinary skill in the art is to be understood that, those amendments that technical solutions of the utility model are carried out or equivalently to replace, aim and the scope of the technical program can not be departed from, all should be encompassed in the middle of the utility model right.
Claims (5)
1. a steel kind design concrete anchor location structure, comprise steel kind design body (1), it is characterized in that, described steel kind design body (1) is rectangular cylinder structure, in the lower end of steel kind design body (1), crab-bolt base (2) is installed, described crab-bolt base (2) is connected with journal stirrup (3), the side of described journal stirrup (3) is rectangular shaped, base, right angle and the crab-bolt base (2) of journal stirrup (3) are welded and fixed, and the right angle side of journal stirrup (3) and the side of steel kind design body (1) are welded and fixed; Described crab-bolt base (2) is arranged on concrete pedestal (4), crab-bolt base (2) is vertically provided with crab-bolt (5), the lower end of described crab-bolt (5) is inserted in concrete pedestal (4) through crab-bolt base (2) afterwards, the locating piece (6) of a transverse direction is provided with, in described locating piece (6) Transducers Embedded in Concrete pedestal (4) in the bottom of crab-bolt (5); The top of described crab-bolt (5), higher than crab-bolt base (2), is connected with nut (7) at the top of crab-bolt (5), is provided with crab-bolt cover plate (8) between described nut (7) and crab-bolt base (2), and described nut (7) and crab-bolt cover plate (8) push against.
2. a kind of steel kind design concrete anchor location structure according to claim 1, it is characterized in that, grout blanket (9) is also provided with between described crab-bolt base (2) and concrete pedestal (4), the thickness of described grout blanket (9) is 5 ~ 8cm, and described grout blanket (9) is made by concrete secondary grouting.
3. a kind of steel kind design concrete anchor location structure according to claim 1 and 2, it is characterized in that, described journal stirrup (3) is eight, and four angles of steel kind design body (1) are respectively provided with two journal stirrups (3), and the angle between adjacent journal stirrup (3) is 90 °.
4. a kind of steel kind design concrete anchor location structure according to claim 3, is characterized in that, described crab-bolt (5) is eight and edge along crab-bolt base (2) is uniformly distributed.
5. a kind of steel kind design concrete anchor location structure according to claim 4, is characterized in that, described locating piece (6) and the end face of crab-bolt cover plate (8) are square, and the length of side of described locating piece (6) is greater than the length of side of crab-bolt cover plate (8).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420851591.9U CN204456159U (en) | 2014-12-30 | 2014-12-30 | A kind of steel kind design concrete anchor location structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420851591.9U CN204456159U (en) | 2014-12-30 | 2014-12-30 | A kind of steel kind design concrete anchor location structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN204456159U true CN204456159U (en) | 2015-07-08 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201420851591.9U Expired - Fee Related CN204456159U (en) | 2014-12-30 | 2014-12-30 | A kind of steel kind design concrete anchor location structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN204456159U (en) |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107023178A (en) * | 2017-06-16 | 2017-08-08 | 湖北武大珞珈工程结构检测咨询有限公司 | A kind of reinforcing device and method of prefabricated member to steel kind design |
| CN108222569A (en) * | 2018-03-19 | 2018-06-29 | 宁夏凤凰城智能制造有限公司 | A kind of movable type assembly shop |
| CN108222568A (en) * | 2018-03-19 | 2018-06-29 | 宁夏凤凰城智能制造有限公司 | A kind of assembled workshop |
| JP2018104945A (en) * | 2016-12-26 | 2018-07-05 | センクシア株式会社 | Column base structure |
-
2014
- 2014-12-30 CN CN201420851591.9U patent/CN204456159U/en not_active Expired - Fee Related
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2018104945A (en) * | 2016-12-26 | 2018-07-05 | センクシア株式会社 | Column base structure |
| CN107023178A (en) * | 2017-06-16 | 2017-08-08 | 湖北武大珞珈工程结构检测咨询有限公司 | A kind of reinforcing device and method of prefabricated member to steel kind design |
| CN108222569A (en) * | 2018-03-19 | 2018-06-29 | 宁夏凤凰城智能制造有限公司 | A kind of movable type assembly shop |
| CN108222568A (en) * | 2018-03-19 | 2018-06-29 | 宁夏凤凰城智能制造有限公司 | A kind of assembled workshop |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20150708 Termination date: 20151230 |
|
| EXPY | Termination of patent right or utility model |