CN209760830U - Prevent framework of steel reinforcement skew structure - Google Patents
Prevent framework of steel reinforcement skew structure Download PDFInfo
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- CN209760830U CN209760830U CN201920085910.2U CN201920085910U CN209760830U CN 209760830 U CN209760830 U CN 209760830U CN 201920085910 U CN201920085910 U CN 201920085910U CN 209760830 U CN209760830 U CN 209760830U
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Abstract
The utility model relates to a framework of steel reinforcement is fixed technical field, especially relates to a prevent framework of steel reinforcement skew structure. The steel bar framework is used for fixing the steel bar framework, is square and is characterized by comprising steel strands and connecting pieces; the connecting piece is fixed to be set up in the bottom of steel reinforcement framework, steel strand wires one end with steel reinforcement framework top fixed connection, the other end with connecting piece adjustable connection, steel strand wires can be fixed steel reinforcement framework. The utility model discloses be provided with the connecting piece in steel reinforcement frame's bottom to connect steel strand wires both ends on steel reinforcement frame and connecting piece, through the fixed steel reinforcement frame of steel strand wires, effectively guarantee steel reinforcement frame's fastness and reliability, avoid steel reinforcement frame to appear the condition of the whole skeleton skew that causes because of the outside reason. Meanwhile, a pull rod is arranged between the steel strand and the connecting piece, and the tightness of the steel strand is adjusted through the pull rod, so that the steel reinforcement framework is firmer.
Description
Technical Field
The utility model relates to a framework of steel reinforcement is fixed technical field, especially relates to a prevent framework of steel reinforcement skew structure.
background
The steel bars are combined together to form a complete net frame, which is called a steel bar cage, a steel bar mesh, a steel bar framework and the like. A complete reinforcing steel bar net frame is beneficial to restraining concrete and improving the integrity of concrete members. The steel reinforcement framework generally refers to a three-dimensional steel reinforcement combination, such as steel reinforcements in beam columns. The steel bar frameworks are mostly bound in advance, but no matter the steel bar frameworks are bound in advance or bound on site, strict requirements are imposed on the axis position and the perpendicularity of the steel bars among the steel bar frameworks.
In the construction process, the phenomenon of the deviation of the whole steel reinforcement framework is easy to occur due to external reasons such as walking of operators, operation of a trolley and the like. The whole skew of framework of steel reinforcement, it is very big to whole structure quality influence, and the floor reinforcing bar often appears the reinforcing bar off normal and can't connect, protective layer thickness is not enough or too big a great deal of quality problems such as big, needs modes such as crooked reinforcing bar of forcing to adjust when floor reinforcing bar is connected with the post reinforcing bar, seriously influences construction quality.
SUMMERY OF THE UTILITY MODEL
The utility model discloses an overcome above-mentioned prior art at least one kind defect (not enough), provide one kind and prevent framework of steel reinforcement skew structure.
In order to solve the technical problem, the technical scheme of the utility model as follows:
A structure for preventing a steel reinforcement framework from deviating is used for fixing the steel reinforcement framework, and the steel reinforcement framework is square and is characterized by comprising a steel strand and a connecting piece; the connecting piece is fixed to be set up in the bottom of steel reinforcement framework, steel strand wires one end with steel reinforcement framework top fixed connection, the other end with connecting piece adjustable connection, steel strand wires can be fixed steel reinforcement framework.
Furthermore, a pull rod is arranged between the steel strand and the connecting piece, and the connecting piece and the steel strand are connected with each other through the pull rod.
furthermore, the pull rod can adjust the tightness of the steel strand.
Furthermore, the number of the steel strands is three, and the three steel strands are respectively arranged along the diagonal of the steel reinforcement framework and vertically arranged along the center of the steel reinforcement framework.
Compared with the prior art, the utility model discloses be provided with the connecting piece in steel reinforcement frame's bottom to connect steel strand wires both ends on steel reinforcement frame and connecting piece, through steel strand wires fixed steel reinforcement frame, effectively guarantee steel reinforcement frame's fastness and reliability, avoid steel reinforcement frame to appear the condition of the whole skeleton skew that causes because of the external reason. Meanwhile, a pull rod is arranged between the steel strand and the connecting piece, and the tightness of the steel strand is adjusted through the pull rod, so that the steel reinforcement framework is firmer.
Drawings
Fig. 1 is a structural diagram of a structure for preventing a steel reinforcement framework from deviating in the embodiment of the present invention;
Wherein: 1 steel reinforcement framework, 2 steel strands, 3 connecting pieces, 11 floor reinforcing bars and 12 column reinforcing bars.
Detailed Description
In order to facilitate understanding of those skilled in the art, the technical solutions of the present invention are further described below with reference to the accompanying drawings and examples.
Example one
A structure for preventing a steel reinforcement framework from shifting is used for fixing a steel reinforcement framework 1, wherein the steel reinforcement framework 1 is square and comprises a floor slab steel reinforcement 11 and a plurality of column steel reinforcements 12; the number of column reinforcements 12 may be two, but may be any other suitable number, and in this embodiment, there are two column reinforcements 12. Two column reinforcements 12 are parallelly arranged on the preset concrete ground, and floor reinforcements 11 are erected on the column reinforcements 12 to form the reinforcement cage 1. Prevent 1 skew structure of framework of steel reinforcement and include steel strand wires 2 and connecting piece 3, connecting piece 3 is fixed to be set up and predetermine the concrete subaerially, 2 one end of steel strand wires and floor reinforcing bar 11 fixed connection, the other end and 3 adjustable connections of connecting piece.
In addition, the number of the steel strands 2 may be three, and the number of the connecting members 3 may be three, but of course, the number of the steel strands 2 and the number of the connecting members 3 may also be any other suitable number, in this embodiment, the number of the steel strands 2 is three, and the number of the connecting members 3 is three. The three connecting pieces 3 are respectively arranged at the bottoms of the two column steel bars 12 and the bottom of the center position of the steel reinforcement framework 1. Two of the steel strands 2 are respectively arranged along opposite angles of the steel reinforcement framework 1, namely, one end of each steel strand 2 is connected to the port of the floor slab steel reinforcement 11, and the other end of each steel strand 2 is connected to the connecting piece 3 which is farthest from the port of the floor slab steel reinforcement 11. Meanwhile, the other steel strand 2 is vertically arranged along the center of the steel reinforcement framework 1, namely one end of the steel strand 2 is connected to a floor slab steel bar 11 at the upper part of the center of the steel reinforcement framework 1, and the other end of the steel strand is connected to a connecting piece 3 at the bottom of the center position of the steel reinforcement framework 1.
The advantage of this structure lies in, and steel strand wires 2 can effectually fix framework of steel reinforcement 1, guarantees framework of steel reinforcement 1's fastness and reliability, avoids framework of steel reinforcement 1 to appear because of the condition of the whole skeleton skew that the external reason caused.
Example two
Similar to the first embodiment, further, a pull rod is arranged between the steel strand 2 and the connecting piece 3, the steel strand 2 is fixed on the connecting piece 3 through the pull rod, the steel strand 2 is adjustably connected with the pull rod, and the tightness of the steel strand 2 on the steel reinforcement framework 1 can be adjusted through the pull rod.
The concrete use steps of this structure are, pre-buried connecting piece 3 when pouring predetermines concrete ground, install post reinforcing bar 12 and floor reinforcing bar 11 on predetermineeing concrete ground, constitute framework of steel reinforcement 1. After the installation of framework of steel reinforcement 1 is accomplished, utilize steel strand wires 2 to connect floor reinforcing bar 11 and pre-buried connecting piece 3, fix framework of steel reinforcement 1 to adjust the most suitable state with the elasticity of steel strand wires 2 through the pull rod, avoid too loose to lead to the skeleton skew or too tight and steel strand wires 2 easily fracture, thereby effectively guarantee framework of steel reinforcement 1's fastness and reliability, prevent that framework of steel reinforcement 1 from appearing the condition of skew.
It is obvious that the above embodiments of the present invention are only examples for clearly illustrating the present invention, and are not limitations to the embodiments of the present invention. Other variations and modifications will be apparent to persons skilled in the art in light of the above description. And are neither required nor exhaustive of all embodiments. Any modification, equivalent replacement, and improvement made within the spirit and principle of the present invention should be included in the protection scope of the claims of the present invention.
Claims (4)
1. A structure for preventing a steel reinforcement framework from deviating is used for fixing the steel reinforcement framework (1), wherein the steel reinforcement framework (1) is square, and is characterized by comprising steel strands (2) and connecting pieces (3); the connecting piece (3) is fixedly arranged at the bottom of the steel reinforcement framework (1), one end of the steel strand (2) is fixedly connected with the top of the steel reinforcement framework (1), the other end of the steel strand is adjustably connected with the connecting piece (3), and the steel strand (2) can be fixed to the steel reinforcement framework (1).
2. The structure for preventing the steel reinforcement framework from shifting according to claim 1, wherein a pull rod is arranged between the steel strand (2) and the connecting piece (3), and the connecting piece (3) and the steel strand (2) are connected with each other through the pull rod.
3. The framework of steel reinforcement deviation prevention structure of claim 2, characterized in that the pull rod can adjust the tightness of the steel strand (2).
4. A framework as claimed in any one of claims 1 to 3, wherein the number of said steel strands (2) is three, said three steel strands (2) being respectively arranged along opposite corners of the framework (1) and vertically along the center of the framework (1).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201920085910.2U CN209760830U (en) | 2019-01-18 | 2019-01-18 | Prevent framework of steel reinforcement skew structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201920085910.2U CN209760830U (en) | 2019-01-18 | 2019-01-18 | Prevent framework of steel reinforcement skew structure |
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| CN209760830U true CN209760830U (en) | 2019-12-10 |
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| CN201920085910.2U Active CN209760830U (en) | 2019-01-18 | 2019-01-18 | Prevent framework of steel reinforcement skew structure |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111676976A (en) * | 2020-04-28 | 2020-09-18 | 中铁工程装备集团有限公司 | Construction method of limited space flexible skeleton structure |
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2019
- 2019-01-18 CN CN201920085910.2U patent/CN209760830U/en active Active
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111676976A (en) * | 2020-04-28 | 2020-09-18 | 中铁工程装备集团有限公司 | Construction method of limited space flexible skeleton structure |
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