CN203669468U - Structure for fixing floor-stand vertical column - Google Patents
Structure for fixing floor-stand vertical column Download PDFInfo
- Publication number
- CN203669468U CN203669468U CN201420002120.0U CN201420002120U CN203669468U CN 203669468 U CN203669468 U CN 203669468U CN 201420002120 U CN201420002120 U CN 201420002120U CN 203669468 U CN203669468 U CN 203669468U
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- China
- Prior art keywords
- buried
- floor
- floor stand
- stand column
- welded
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Expired - Lifetime
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- 229910000831 Steel Inorganic materials 0.000 claims abstract description 27
- 239000010959 steel Substances 0.000 claims abstract description 27
- 230000003014 reinforcing effect Effects 0.000 claims abstract description 12
- 238000003466 welding Methods 0.000 claims abstract description 8
- 230000002787 reinforcement Effects 0.000 claims description 9
- 238000005452 bending Methods 0.000 claims description 4
- 238000010276 construction Methods 0.000 abstract description 3
- 210000000078 claw Anatomy 0.000 abstract 4
- 238000005516 engineering process Methods 0.000 description 2
- 238000011900 installation process Methods 0.000 description 2
- 230000000694 effects Effects 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
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Abstract
The utility model relates to a structure for fixing a floor-stand vertical column. The structure comprises a plurality of steel-bar pre-buried claws, a pre-buried steel plate, and the floor-stand vertical column. The structure is characterized in that one end of each steel-bar pre-buried claw is welded at the bottom of the pre-buried steel plate, and the other end of each steel-bar pre-buried claw is welded with an embedded steel bar in a concrete buttress; and the floor-stand vertical column is welded at the upper part of the pre-buried steel plate. A threaded steel bar is bent and welded under the pre-buried steel plate. The leveling operation of a pre-buried piece is achieved through the welding of the embedded steel bar in the concrete buttress with a threaded pre-buried claw of the pre-buried piece. And then the floor-stand vertical column is connected with the pre-buried steel plate. Four reinforcing wing plates are added in four directions, so as to increase the strength. The structure provided by the utility model solves a problem of the complexity of the leveling operation of the pre-buried piece at a rooting point of a floor stand, improves the connection intensity of the floor-stand vertical column with the pre-buried piece, improves the on-site construction progress, and improves the safety of the floor stand.
Description
Technical field
The utility model relates to a kind of floor stand column fixed structure, is applied in the making and installation process of construction work electromechanical pipeline floor stand, plays the effect of more easily adjusting built-in fitting planeness and reinforced support column and built-in fitting bonding strength.
Background technology
In the making and installation process of construction work electromechanical pipeline floor stand; often can occur, due to the support phenomenon that a built-in fitting planeness not carries out after-treatment of taking root, also can occur because bracket upright post and the spot welding place unbalance stress of taking root cause support to occur quality problems simultaneously.Therefore good embedded part structure and bracket upright post and a built-in fitting type of attachment, can make floor stand that more efficient and safety are installed.
Summary of the invention
The utility model is technology, the quality problems that overcome above-mentioned existence, and a kind of new floor stand column fixed structure is provided, and the utility model is applicable to making and the installation of all kinds of floor stands.
The technical solution of the utility model is:
Floor stand column fixed structure, comprise the pre-buried pawl of some reinforcing bars, pre-embedded steel slab, floor stand column, it is characterized in that: one end of the every pre-buried pawl of reinforcing bar is welded on the bottom of pre-embedded steel slab, bar planting welding in the other end and the concrete buttress of the every pre-buried pawl of reinforcing bar, by the bar planting in concrete buttress, pre-embedded steel slab is carried out to levelling work, after take root a concrete buttress or relevant civil engineering work complete, floor stand column is welded on the top of pre-embedded steel slab.
The utility model also comprises some reinforcement wing plates, and some reinforcement wing plates are divided equally at floor stand column periphery and are welded on floor stand column and pre-embedded steel slab, to increase the stability of floor stand column
The pre-buried pawl of described reinforcing bar is the pre-buried pawl of indented bars.The pre-buried pawl of described indented bars is that indented bars carries out Bending Processing and forms.
The pre-buried pawl of described indented bars and reinforcement wing plate are three or four, and are uniformly distributed.
Before making built-in fitting, need to be according to built-in fitting size, the indented bars of selecting quantity, specification to meet the demands, the pre-buried pawl of indented bars must not be less than three.In the time that floor stand column is connected with pre-embedded steel slab, advanced spot welding, after the verticality of guaranteeing floor stand column can meet the demands, then adds reinforcement wing plate, strengthens the distribution of wing plate and wants evenly, to guarantee stress equalization.
The utility model has solved a floor stand complicated degree for built-in fitting levelling work of taking root, and has strengthened the bonding strength between bracket upright post and built-in fitting simultaneously, has also increased the safety of floor stand in improving site operation progress.
Brief description of the drawings
Fig. 1 is structural representation of the present utility model.
Detailed description of the invention
Structure accompanying drawing is further described the utility model.
As shown in Figure 1, the utility model comprises four pre-buried pawls 1 of indented bars, pre-embedded steel slab 2, strengthen wing plate 3 for four, floor stand column 4, it is characterized in that: four pre-buried pawls 1 of reinforcing bar are uniformly distributed, one end of the every pre-buried pawl 1 of reinforcing bar is welded on the bottom of pre-embedded steel slab 2, bar planting welding in the other end and the concrete buttress of the every pre-buried pawl 1 of reinforcing bar, by the bar planting in concrete buttress, pre-embedded steel slab 2 is carried out to levelling work, after take root a concrete buttress or relevant civil engineering work complete, floor stand column 4 is welded on the top of pre-embedded steel slab 2, four strengthen wing plate 3 divide equally floor stand column 4 peripheries and be welded on floor stand column 4 and pre-embedded steel slab 2 on, to increase the stability of floor stand column 4, the pre-buried pawl of described indented bars is that indented bars carries out Bending Processing and forms.
Work progress of the present utility model is:
Indented bars is carried out to Bending Processing and is welded under pre-embedded steel slab, the levelling work of built-in fitting is carried out in pre-buried pawl 1 welding of indented bars by the bar planting in concrete buttress and built-in fitting, after take root a concrete buttress or relevant civil engineering work complete, again floor stand column 4 is connected with pre-embedded steel slab 2, and add and strengthen wing plate 3 at four direction, reinforcement wing plate 3 carries out full weld with floor stand column 4, pre-embedded steel slab 2 junctions and is connected, to gain in strength.
Before making built-in fitting, need to be according to built-in fitting size, the indented bars of selecting quantity, specification to meet the demands, the pre-buried pawl 1 of indented bars must not be less than three.In the time that floor stand column 4 is connected with pre-embedded steel slab 2, advanced spot welding, after the verticality of guaranteeing floor stand column 4 can meet the demands, then adds reinforcement wing plate 3, strengthens the distribution of wing plate 3 and wants evenly, to guarantee stress equalization.
Claims (5)
1. floor stand column fixed structure, comprise the pre-buried pawl of some reinforcing bars, pre-embedded steel slab, floor stand column, it is characterized in that: one end of the every pre-buried pawl of reinforcing bar is welded on the bottom of pre-embedded steel slab, bar planting welding in the other end and the concrete buttress of the every pre-buried pawl of reinforcing bar, floor stand column is welded on the top of pre-embedded steel slab.
2. floor stand column fixed structure according to claim 1, is characterized in that: also comprise some reinforcement wing plates, some reinforcement wing plates are divided equally at floor stand column periphery and are welded on floor stand column and pre-embedded steel slab.
3. floor stand column fixed structure according to claim 1, is characterized in that: the pre-buried pawl of described reinforcing bar is the pre-buried pawl of indented bars.
4. floor stand column fixed structure according to claim 3, is characterized in that: the pre-buried pawl of described indented bars is that indented bars carries out Bending Processing and forms.
5. according to the floor stand column fixed structure one of claim 1-4 Suo Shu, it is characterized in that: the pre-buried pawl of described indented bars and reinforcement wing plate are three or four, and are uniformly distributed.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201420002120.0U CN203669468U (en) | 2014-01-02 | 2014-01-02 | Structure for fixing floor-stand vertical column |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201420002120.0U CN203669468U (en) | 2014-01-02 | 2014-01-02 | Structure for fixing floor-stand vertical column |
Publications (1)
Publication Number | Publication Date |
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CN203669468U true CN203669468U (en) | 2014-06-25 |
Family
ID=50965783
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
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CN201420002120.0U Expired - Lifetime CN203669468U (en) | 2014-01-02 | 2014-01-02 | Structure for fixing floor-stand vertical column |
Country Status (1)
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CN (1) | CN203669468U (en) |
Cited By (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN103726707A (en) * | 2014-01-02 | 2014-04-16 | 中建三局第二建设工程有限责任公司 | Floor stand vertical column fixing structure |
CN108005349A (en) * | 2017-11-30 | 2018-05-08 | 中建六局第三建筑工程有限公司 | Leveling method for super large ultra-flat terrace built-in fitting |
CN109612449A (en) * | 2018-11-26 | 2019-04-12 | 中国二冶集团有限公司 | A kind of measurement control stake |
CN115288372A (en) * | 2022-08-19 | 2022-11-04 | 中交第四公路工程局有限公司 | Sound insulation and vibration reduction overhead stone roof structure and construction method |
-
2014
- 2014-01-02 CN CN201420002120.0U patent/CN203669468U/en not_active Expired - Lifetime
Cited By (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN103726707A (en) * | 2014-01-02 | 2014-04-16 | 中建三局第二建设工程有限责任公司 | Floor stand vertical column fixing structure |
CN108005349A (en) * | 2017-11-30 | 2018-05-08 | 中建六局第三建筑工程有限公司 | Leveling method for super large ultra-flat terrace built-in fitting |
CN109612449A (en) * | 2018-11-26 | 2019-04-12 | 中国二冶集团有限公司 | A kind of measurement control stake |
CN115288372A (en) * | 2022-08-19 | 2022-11-04 | 中交第四公路工程局有限公司 | Sound insulation and vibration reduction overhead stone roof structure and construction method |
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Legal Events
Date | Code | Title | Description |
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C14 | Grant of patent or utility model | ||
GR01 | Patent grant | ||
CX01 | Expiry of patent term | ||
CX01 | Expiry of patent term |
Granted publication date: 20140625 |