CN216041780U - Independent foundation column base anchor bolt positioning sleeve frame - Google Patents
Independent foundation column base anchor bolt positioning sleeve frame Download PDFInfo
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- CN216041780U CN216041780U CN202121785322.3U CN202121785322U CN216041780U CN 216041780 U CN216041780 U CN 216041780U CN 202121785322 U CN202121785322 U CN 202121785322U CN 216041780 U CN216041780 U CN 216041780U
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Abstract
The utility model discloses an independent foundation column base anchor bolt positioning sleeve frame which comprises a positioning steel plate, a plurality of supporting legs, a plurality of free supports, a plurality of positioning steel bars and a plurality of anchor bolts. Positioning steel plate welding has many landing legs, the last a plurality of locating holes that are equipped with of positioning steel plate, each crab-bolt screw rod end passes each locating hole and realizes the location, each crab-bolt other end and the coaxial welded connection of each set bar one end, each set bar other end with separately by the support butt, through processing the design in advance, improve crab-bolt buried precision, the problem that crab-bolt elevation is difficult to control and crab-bolt buried wholeness is poor, reduce the influence of measurement location, basic reinforcement and concrete placement to the crab-bolt to effectively solve column foot and crab-bolt positioning deviation problem.
Description
Technical Field
The utility model relates to the field of foundation column base anchor bolt positioning, in particular to an independent foundation column base anchor bolt positioning sleeve frame.
Background
The foundation bolts are widely applied to steel structure foundation construction, the steel structure stand columns are connected with the independent foundation of the factory building through the embedded bolts, and the installation accuracy condition of the embedded bolts influences the installation quality of the whole steel structure. If the anchor bolt embedded deviation is too large, the installation and stress conditions of the anchor bolt are influenced, great hidden dangers are left for the installation quality and safety of the steel structure stand column, and the steel structure stand column needs to be dismantled and reworked when the steel structure stand column is serious. Three difficulties exist in anchor bolt construction: firstly, after the binding of the reinforcing steel bars is finished, anchor bolts are not easy to fix, and the operation of workers is difficult; secondly, binding and inserting construction of the anchor bolts and the reinforcing steel bars is carried out, and the binding of the reinforcing steel bars collides with the anchor bolts to influence the positioning of the anchor bolts; thirdly, when the independent foundation is poured, the anchor bolt is driven by the flowing impact of the concrete and the vibration of the vibration rod to deflect.
Disclosure of Invention
In order to solve the problems in the background art, the utility model provides an independent foundation column base anchor bolt positioning sleeve frame.
The utility model adopts the following technical scheme: the utility model provides an independent foundation column base crab-bolt position sleeve frame, independent foundation column base crab-bolt position sleeve frame is including location polylith steel sheet, many landing legs, a plurality of free bearing, many spacer bars, a plurality of crab-bolts:
the utility model discloses a steel plate for positioning, including location steel sheet, each crab-bolt screw rod end, each crab-bolt other end and the coaxial welded connection of each spacer bar one end, each spacer bar other end with by the support butt separately, the steel plate for positioning is welded there are many landing legs, be equipped with a plurality of locating holes on the location steel sheet, each crab-bolt screw rod end passes each locating hole and realizes the location, each crab-bolt other end and the coaxial welded connection of each spacer bar one end, each spacer bar other end with by the support butt separately.
Further, the location steel sheet is two-layer about, and upper and lower two-layer steel sheet and landing leg all are equipped with the locating hole that corresponds on the location steel sheet from top to bottom through welded connection and, and the crab-bolt realizes accurate location through the corresponding hole that predetermines on the upper and lower two-layer steel sheet.
Further, the welding has fixed steel bar between the crab-bolt, the welding has fixed steel bar between each crab-bolt of location steel sheet below, strengthens the reinforcing bar through the structure of difference, is that the reinforcing bar also can keep original form when receiving external force impact, vibrations.
Furthermore, the length of the positioning steel bar is consistent with the embedding height, the problem of low embedding precision is solved, the working efficiency of anchor bolt embedding is improved, and the repeated labor caused by errors is avoided.
Furthermore, the free support is formed by welding a square steel plate and a steel bar, and the height of the free support is greater than the height of the anchor bolt nut end extending out of the positioning steel plate.
Furthermore, the positioning steel bars and the anchor bolts are welded at the edge of the elbow, and the direction of the elbow of the positioning steel bars and the orientation of the anchor bolts are kept consistent during welding.
The utility model provides an independent foundation column base anchor bolt positioning sleeve frame which solves the problems that anchor bolt embedding precision and anchor bolt elevation are difficult to control and anchor bolt embedding integrity is poor by processing and shaping in advance, and reduces the influence of measurement positioning, foundation steel bar binding and concrete pouring on an anchor bolt, so that the problem of column base and anchor bolt positioning deviation is effectively relieved.
Drawings
FIG. 1 is a schematic structural view of the present invention;
FIG. 2 is a top view of the structure of the present invention;
FIG. 3 is a schematic view of a positioning frame according to the present invention;
fig. 4 is a schematic view of the anchor bolt assembly of the present invention.
The reference numerals in the drawings denote: 1-positioning a steel plate; 2-a leg; 3-free support; 4-positioning the steel bars; 5-fixing the steel bars; 6-anchor bolt.
Detailed Description
The present invention will be described in further detail with reference to the accompanying drawings and specific embodiments.
As shown in the figure, an independent foundation column base crab-bolt position sleeve frame, independent foundation column base crab-bolt position sleeve frame is including location steel sheet 1, stabilizer blade 2, free bearing 3, spacer bar 4, fixed steel bar 5, crab-bolt 6.
This support is being set up in advance foundation column base crab-bolt department, and this support positioning steel sheet 1 is the steel sheet that 20mm is thick, and the welding has four L40 angle steel as landing leg 2, be equipped with the locating hole (as shown in fig. 2) on the positioning steel sheet 1, the crab-bolt screw rod end passes the locating hole and realizes the location, the direction of crab-bolt is ensured to 6 other ends of crab-bolt and 4 one end coaxial welded connections of positioning reinforcement, the 4 other ends of positioning reinforcement and the 3 butts of free support, and free support 3 is formed by thickness is 10 mm's square steel sheet and diameter 16 mm's reinforcing bar welding, and square steel sheet is as holding surface and 4 butts of positioning reinforcement. The positioning steel plate 1 is two-layer from top to bottom, and upper and lower two-layer steel plate and landing leg 2 all are equipped with the locating hole that corresponds through welded connection and on the upper and lower positioning steel plate 1, and accurate location is realized through the corresponding hole that predetermines on the upper and lower two-layer steel plate to crab-bolt 6. The welding has fixed reinforcing bar 5 between the crab-bolt 6, fixed reinforcing bar 5 between the crab-bolt 6 presents the welding of geometry, consolidates the reinforcing bar through different structures, makes the reinforcing bar also can keep original form when receiving external force impact, vibrations. The length of the positioning steel bar 4 is consistent with the pre-embedding height, the problem that the pre-embedding precision is not high is solved, the pre-embedding working efficiency of the anchor bolt 6 is improved, and the repeated labor caused by errors is avoided.
The free bearing 3 is composed of a square steel plate and a steel bar, the height of the free bearing is greater than the height of the anchor bolt nut end extending out of the positioning steel plate, if the free bearing is less than the length of the anchor bolt extending out of the steel plate, the anchor bolt is detached after the free bearing is taken out, but the anchor bolt nut end still has a part in the positioning hole, so that the lower sleeve frame is not convenient to go.
It is to be noted that the foregoing is only illustrative of the preferred embodiments of the present invention and the technical principles employed. It will be understood by those skilled in the art that the present invention is not limited to the particular embodiments described herein, but is capable of various obvious changes, rearrangements and substitutions as will now become apparent to those skilled in the art without departing from the scope of the utility model. Therefore, although the present invention has been described in greater detail by the above embodiments, the present invention is not limited to the above embodiments, and may include other equivalent embodiments without departing from the spirit of the present invention, and the scope of the present invention is determined by the scope of the appended claims.
Claims (6)
1. The utility model provides an independent foundation column base crab-bolt position sleeve frame, its characterized in that, independent foundation column base crab-bolt position sleeve frame includes a plurality of location steel sheet, many landing legs, a plurality of free bearing, many spacer bar, a plurality of crab-bolt:
the utility model discloses a steel plate for positioning, including location steel sheet, each crab-bolt screw rod end, each crab-bolt other end and the coaxial welded connection of each spacer bar one end, each spacer bar other end with by the support butt separately, the steel plate for positioning is welded there are many landing legs, be equipped with a plurality of locating holes on the location steel sheet, each crab-bolt screw rod end passes each locating hole and realizes the location, each crab-bolt other end and the coaxial welded connection of each spacer bar one end, each spacer bar other end with by the support butt separately.
2. The independent foundation column base anchor bolt positioning sleeve frame as claimed in claim 1, wherein the positioning steel plates are two layers, the two layers are welded with the supporting legs, and the upper and lower positioning steel plates are provided with corresponding positioning holes.
3. The anchor bolt positioning sleeve frame for the independent foundation column base according to claim 1, wherein a fixing steel bar is welded between the anchor bolts below the positioning steel plate.
4. The independent foundation column base anchor bolt positioning sleeve frame as claimed in claim 1, wherein the length of the positioning steel bars is consistent with the embedded height.
5. The anchor positioning sleeve frame for the independent foundation column base anchor bolt according to claim 1, wherein the free support is formed by welding a square steel plate and a steel bar, and the height of the free support is greater than the height of the bolt nut end extending out of the positioning steel plate.
6. The anchor positioning sleeve for an independent foundation column base according to claim 1, wherein the positioning reinforcing bar is welded to the anchor at the elbow side.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202121785322.3U CN216041780U (en) | 2021-08-02 | 2021-08-02 | Independent foundation column base anchor bolt positioning sleeve frame |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202121785322.3U CN216041780U (en) | 2021-08-02 | 2021-08-02 | Independent foundation column base anchor bolt positioning sleeve frame |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN216041780U true CN216041780U (en) | 2022-03-15 |
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ID=80618795
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202121785322.3U Active CN216041780U (en) | 2021-08-02 | 2021-08-02 | Independent foundation column base anchor bolt positioning sleeve frame |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN216041780U (en) |
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2021
- 2021-08-02 CN CN202121785322.3U patent/CN216041780U/en active Active
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