CN103726707A - Floor stand vertical column fixing structure - Google Patents
Floor stand vertical column fixing structure Download PDFInfo
- Publication number
- CN103726707A CN103726707A CN201410001833.XA CN201410001833A CN103726707A CN 103726707 A CN103726707 A CN 103726707A CN 201410001833 A CN201410001833 A CN 201410001833A CN 103726707 A CN103726707 A CN 103726707A
- Authority
- CN
- China
- Prior art keywords
- floor stand
- buried
- vertical column
- 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.)
- Pending
Links
Images
Landscapes
- Reinforcement Elements For Buildings (AREA)
Abstract
The invention relates to a floor stand vertical column fixing structure which comprises a plurality of rebar pre-buried jaws, a pre-buried steel plate and a floor stand vertical column. The floor stand vertical column fixing structure is characterized in that one end of each rebar pre-buried jaw is welded to the bottom of the pre-buried steel plate, the other end of each pre-buried steel plate and an embedded rebar in a concrete buttress are welded, and the floor stand vertical column is welded to the upper portion of the pre-buried steel plate. Thread rebars are subjected to bending machining and are welded below the pre-buried steel plate, leveling working of pre-buried pieces is carried out by welding of the embedded rebar in the concrete buttress and thread pre-buried jaws of pre-buried pieces, then the floor stand vertical column is connected with the pre-buried steel plate, reinforced wing plates are additionally arranged in four directions, and accordingly strength is increased. According to the floor stand vertical column fixing structure, the complexity degree of leveling working of the pre-buried pieces of a floor stand rooting point is lowered, meanwhile, the connecting strength of the stand vertical column and the pre-buried pieces is improved, site construction progress is improved, and the safety of a floor stand is improved at the same time.
Description
Technical field
The present invention relates to a kind of floor stand column fixed structure, be applied in the making and installation process of construction work electromechanical pipeline floor stand, play 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 present invention is technology, the quality problems that overcome above-mentioned existence, and a kind of new floor stand column fixed structure is provided, and the present invention is applicable to making and the installation of all kinds of floor stands.
Technical scheme of the present invention 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 present invention 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.When 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 invention solves a floor stand complicated degree for built-in fitting levelling work of taking root, strengthened the bonding strength between bracket upright post and built-in fitting simultaneously, when improving site operation progress, also increased the safety of floor stand.
Accompanying drawing explanation
Fig. 1 is structural representation of the present invention.
The specific embodiment
The invention will be further described for structure accompanying drawing.
As shown in Figure 1, the present invention includes 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 invention 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.When 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 |
|---|---|---|---|
| CN201410001833.XA CN103726707A (en) | 2014-01-02 | 2014-01-02 | Floor stand vertical column fixing structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201410001833.XA CN103726707A (en) | 2014-01-02 | 2014-01-02 | Floor stand vertical column fixing structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN103726707A true CN103726707A (en) | 2014-04-16 |
Family
ID=50450978
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201410001833.XA Pending CN103726707A (en) | 2014-01-02 | 2014-01-02 | Floor stand vertical column fixing structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN103726707A (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104499761A (en) * | 2014-12-16 | 2015-04-08 | 左常亮 | Wire pole fixing pier |
| CN110685218A (en) * | 2019-10-28 | 2020-01-14 | 广州地铁设计研究院股份有限公司 | Connection structure of rail transit sound barrier stand and bridge baffle |
| CN114704688A (en) * | 2021-08-13 | 2022-07-05 | 中铁三局集团有限公司 | Construction method of large-span inverted siphon pressure steel pipe at slope section |
Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| EP0571282A1 (en) * | 1992-05-22 | 1993-11-24 | Etablissements Lebec | Fixing means consisting of a footplate and anchoring means and a manufacturing process of these |
| CN201943416U (en) * | 2011-01-24 | 2011-08-24 | 六安明诚水泥制品有限责任公司 | Bottom flange electric pole |
| CN202831764U (en) * | 2012-10-25 | 2013-03-27 | 武钢集团昆明钢铁股份有限公司 | Embedded part |
| CN203321057U (en) * | 2013-05-07 | 2013-12-04 | 汕头市华生钢构有限公司 | Support pillar of advertising board |
| CN203669468U (en) * | 2014-01-02 | 2014-06-25 | 中建三局第二建设工程有限责任公司 | Structure for fixing floor-stand vertical column |
-
2014
- 2014-01-02 CN CN201410001833.XA patent/CN103726707A/en active Pending
Patent Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| EP0571282A1 (en) * | 1992-05-22 | 1993-11-24 | Etablissements Lebec | Fixing means consisting of a footplate and anchoring means and a manufacturing process of these |
| CN201943416U (en) * | 2011-01-24 | 2011-08-24 | 六安明诚水泥制品有限责任公司 | Bottom flange electric pole |
| CN202831764U (en) * | 2012-10-25 | 2013-03-27 | 武钢集团昆明钢铁股份有限公司 | Embedded part |
| CN203321057U (en) * | 2013-05-07 | 2013-12-04 | 汕头市华生钢构有限公司 | Support pillar of advertising board |
| CN203669468U (en) * | 2014-01-02 | 2014-06-25 | 中建三局第二建设工程有限责任公司 | Structure for fixing floor-stand vertical column |
Cited By (10)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104499761A (en) * | 2014-12-16 | 2015-04-08 | 左常亮 | Wire pole fixing pier |
| CN106088776A (en) * | 2014-12-16 | 2016-11-09 | 戴亚细 | Telegraph pole fixing pier and telegraph pole using same |
| CN106121348A (en) * | 2014-12-16 | 2016-11-16 | 戴亚细 | A kind of electric pole anchor block |
| CN106320794A (en) * | 2014-12-16 | 2017-01-11 | 戴亚细 | Wire pole anchor block and wire pole provided with anchor block |
| CN106320795A (en) * | 2014-12-16 | 2017-01-11 | 戴亚细 | Anchor block and telegraph pole with same |
| CN106121348B (en) * | 2014-12-16 | 2018-07-31 | 徐静恒 | A kind of electric pole anchor block |
| CN106320795B (en) * | 2014-12-16 | 2018-08-21 | 黎星亮 | The electric pole of anchor block and the application anchor block |
| CN106320794B (en) * | 2014-12-16 | 2018-09-18 | 嘉兴市迅程信息技术有限公司 | A kind of electric pole anchor block |
| CN110685218A (en) * | 2019-10-28 | 2020-01-14 | 广州地铁设计研究院股份有限公司 | Connection structure of rail transit sound barrier stand and bridge baffle |
| CN114704688A (en) * | 2021-08-13 | 2022-07-05 | 中铁三局集团有限公司 | Construction method of large-span inverted siphon pressure steel pipe at slope section |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN103866697B (en) | A kind of bridge pier and straining beam calf support method for synchronously constructing | |
| CN203669468U (en) | Structure for fixing floor-stand vertical column | |
| CN206189647U (en) | Novel infilled wall brickwork drawknot muscle structure | |
| CN105040968A (en) | Device and method for supporting inclined high, large, empty and thin-walled reinforced concrete wall form | |
| CN106351445A (en) | Bracing reinforcement system and installation construction method of steel reinforced concrete inclined shear wall form assembly | |
| CN103966947B (en) | A kind of anti-fall girder apparatus based on bridge beam body damping | |
| CN103726707A (en) | Floor stand vertical column fixing structure | |
| CN202227590U (en) | Column rib locator for reinforced concrete column | |
| CN105317052A (en) | Tower crane foundation bolt fixing method | |
| CN204001436U (en) | A kind of constructing structure that guarantees topping at the bottom of beam, deck-molding and thickness of slab | |
| CN102936958B (en) | Construction method for positioning upper reinforcements of concrete floor slab by using tool type supports | |
| CN207048312U (en) | Tool-type post formwork for Large area reinforced concrete post | |
| CN104563496A (en) | Construction structure of cylindrical die | |
| CN202899441U (en) | Tool type support | |
| CN204510215U (en) | For the steel platform of foundation pit construction | |
| CN205259618U (en) | Cast -in -place floor gauge control device of concrete | |
| CN103114731A (en) | Rapid mounting method of steel structure workshop foundation bolts | |
| CN103195079B (en) | Installing type template, installing type template group and complete installing type plate device | |
| CN202031309U (en) | Suspending operation platform for structural concrete constructions | |
| CN104453199A (en) | Elevator shaft construction operation platform | |
| CN103882868A (en) | Single-side formwork erecting structure for enclosing purlin in cast-in-pace pile enclosing protection and constructing method | |
| CN103321449B (en) | Frame construction adds the processing method of layer building | |
| CN202181728U (en) | Foundation reinforcing bar non-connector construction structure for shear wall and attached-wall column | |
| CN102989930B (en) | Concrete tubular pile reinforcing bar automatic heading smoothing mill splicing frame | |
| JP2017066808A (en) | Foundation structure |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C06 | Publication | ||
| PB01 | Publication | ||
| C10 | Entry into substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| C02 | Deemed withdrawal of patent application after publication (patent law 2001) | ||
| WD01 | Invention patent application deemed withdrawn after publication |
Application publication date: 20140416 |