CN102926544A - Method for constructing wall pulling steel bars in frame column and structure thereof - Google Patents
Method for constructing wall pulling steel bars in frame column and structure thereof Download PDFInfo
- Publication number
- CN102926544A CN102926544A CN2011102285238A CN201110228523A CN102926544A CN 102926544 A CN102926544 A CN 102926544A CN 2011102285238 A CN2011102285238 A CN 2011102285238A CN 201110228523 A CN201110228523 A CN 201110228523A CN 102926544 A CN102926544 A CN 102926544A
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- frame column
- steel bars
- pulling steel
- wall pulling
- wall bar
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Abstract
The invention discloses a method for constructing wall pulling steel bars in a frame column and a structure of the wall pulling steel bars. The method comprises the following steps of: pre-burying sleeves when pouring the frame column; and after frame column pouring and formwork removal are finished, allowing the wall pulling steel bars to penetrate through the pre-buried sleeves, and fixedly connecting the wall pulling steel bars to the frame column. The structure of the wall pulling steel bars is that the sleeves are arranged in the frame column, and the wall pulling steel bars are arranged in the sleeves and are fixedly connected to the frame column. According to the technical scheme, the wall pulling steel bars are fixed on the molded frame column, so that the wall pulling steel bars are effectively prevented from moving, and the implement of the design is guaranteed; and the defects that when the frame column is molded and the wall pulling steel bars are stripped off, the surface appearance of a precast concrete column is easily damaged are overcome. Both the construction method and the structure are simple, and on the premise of not influencing the strength of a reinforced concrete column, the construction speed is improved, and the cost is reduced. According to the method, the pre-buried sleeves also can be used for fixing the formworks when the frame column is molded, so that the outline dimension of the frame column is guaranteed.
Description
Technical field
The present invention relates to building structure field, particularly a kind of job practices of tie wall bar in frame column and structure.
Background technology
In industry and civilian construction, various frame constructions is arranged, the method for direct pre-buried tie wall bar when normally adopting the pouring frame post for the construction of this tie wall bar in frame column, or built the method for rear employing bar planting at frame column.When adopting the method for direct pre-buried tie wall bar, owing to easily make the tie wall bar displacement in vibrating building, so that building the position of solidifying rear tie wall bar, frame column compared deviation with design; And because tie wall bar is wrapped in the concrete easily, the precast concrete column surface is often damaged when peeling off tie wall bar, affects its outward appearance.The method of employing bar planting has the defective of two aspects, and the one, construction period is longer, and secondly cost is higher.
Summary of the invention
The technical problem to be solved in the present invention is: provide a kind of job practices and the structure that can avoid tie wall bar to be shifted, to avoid the tie wall bar in frame column of cylinder appearance damage, minimizing construction period, reduction cost, to overcome the deficiencies in the prior art.
The job practices of tie wall bar in frame column of the present invention is achieved in that at first service sleeve when frame column is built; Secondly, after frame column is built complete form removal, in pre-buried sleeve pipe, penetrate tie wall bar; At last, tie wall bar is fixedly connected on the frame column.
The structure of tie wall bar in frame column of the present invention is to consist of like this: it comprises frame column, is provided with sleeve pipe in frame column, is provided with tie wall bar in sleeve pipe, and tie wall bar is fixedly connected on the frame column.
In the structure of above-mentioned tie wall bar in frame column, sleeve pipe is plastic pipe
In the structure of aforesaid tie wall bar in frame column, tie wall bar 3 is to be fixedly connected on the frame column by nut or steel disc.
Owing to adopted technique scheme, compared with the prior art, the present invention is fixed on tie wall bar on the frame column of having finalized the design, and has effectively avoided the movement of tie wall bar position, has guaranteed the enforcement of design; And eliminated and after building, peeled off the defective that tie wall bar easily causes the damage of precast concrete column appearance.And job practices of the present invention and simple structure can be accelerated speed of application under the prerequisite that does not affect reinforced concrete post intensity, reduce cost.Moreover, the position of template when the present invention can utilize pre-buried sleeve pipe fixed frame trestle to build is for the appearance and size that guarantees frame column.
Description of drawings:
Fig. 1 is the schematic diagram that the present invention constructs;
Fig. 2 is the schematic diagram after the present invention builds into wall by laying bricks or stones;
Being labeled as of accompanying drawing: 1-frame column, 2-sleeve pipe, 3-tie wall bar, 4-nut or steel disc, 5-retaining wall.
The specific embodiment:
Embodiments of the invention: the job practices of tie wall bar in frame column: service sleeve 2 when frame column 1 is built at first; Secondly, after frame column 1 is built complete form removal, in pre-buried sleeve pipe 2, penetrate tie wall bar 3; At last, tie wall bar 3 is fixedly connected on the frame column 1.
The structure of the tie wall bar in frame column of employing said method as shown in Figure 1, it comprises existing frame column 1, require to place according to practice of construction during at pouring frame post 1 at frame column 1 interior placement sleeve pipe 2(sleeve pipe 2), after frame column 1 is built complete form removal, with tie wall bar 3 threadings 2, again tie wall bar 3 is fixedly connected on the frame column 1.In order to reduce cost, sleeve pipe 2 can adopt plastic pipe.For practical and convenient, can fix at tie wall bar 3 both sides mounting nuts; Perhaps steel disc 4 is set on the tie wall bar 3, again steel disc 4 is welded on the frame column 1.Can build retaining wall 5(by laying bricks or stones as shown in Figure 2 on it after finishing the installing and fixing of joist 3).
Claims (4)
1. the job practices of a tie wall bar in frame column is characterized in that: at first at frame column (1) service sleeve (2) when building; Secondly, after frame column (1) is built complete form removal, in pre-buried sleeve pipe (2), penetrate tie wall bar (3); At last, tie wall bar (3) is fixedly connected on the frame column (1).
2. the structure of a tie wall bar in frame column, it comprises frame column (1), it is characterized in that: be provided with sleeve pipe (2) in frame column (1), be provided with tie wall bar (3) in sleeve pipe (2), tie wall bar (3) is fixedly connected on the frame column (1).
3. the structure of tie wall bar in frame column according to claim 2, it is characterized in that: sleeve pipe (2) is plastic pipe.
4. the structure of tie wall bar in frame column according to claim 2, it is characterized in that: tie wall bar (3) is to be fixedly connected on the frame column (1) by nut or steel disc (4).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2011102285238A CN102926544A (en) | 2011-08-10 | 2011-08-10 | Method for constructing wall pulling steel bars in frame column and structure thereof |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2011102285238A CN102926544A (en) | 2011-08-10 | 2011-08-10 | Method for constructing wall pulling steel bars in frame column and structure thereof |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN102926544A true CN102926544A (en) | 2013-02-13 |
Family
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN2011102285238A Pending CN102926544A (en) | 2011-08-10 | 2011-08-10 | Method for constructing wall pulling steel bars in frame column and structure thereof |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN102926544A (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103104099A (en) * | 2011-11-09 | 2013-05-15 | 贵阳铝镁设计研究院有限公司 | Method for constructing wall pulling steel bars in frame column and structure thereof |
| CN106168068A (en) * | 2016-08-04 | 2016-11-30 | 中国十七冶集团有限公司 | A kind of constructional column joint bar, tension rib joint bar locating mounting method |
| CN107654021A (en) * | 2017-10-25 | 2018-02-02 | 程丹松 | A kind of assembling prefabricated reinforced concrete column and assembled combination frame building system |
Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US3869530A (en) * | 1974-02-19 | 1975-03-04 | Chester I Williams | Method of constructing a prestressed concrete circular wall |
| JP2002089043A (en) * | 2000-09-19 | 2002-03-27 | Maeda Corp | Reinforced concrete structure and construction method for steel framed reinforced concrete, structure |
| KR20030025471A (en) * | 2001-09-21 | 2003-03-29 | 이광명 | Precast Prestressed Reinforcing Elements Using High-strength Concrete or Mortar, and Reinforced Concrete Structures Using Such Elements |
| JP2004316322A (en) * | 2003-04-18 | 2004-11-11 | Takenaka Komuten Co Ltd | Construction method of column-beam skeleton by precast concrete member |
| CN2784490Y (en) * | 2005-04-22 | 2006-05-31 | 北京工业大学 | Prestress connection node for beam column of assembled concrete frame structure |
-
2011
- 2011-08-10 CN CN2011102285238A patent/CN102926544A/en active Pending
Patent Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US3869530A (en) * | 1974-02-19 | 1975-03-04 | Chester I Williams | Method of constructing a prestressed concrete circular wall |
| GB1470471A (en) * | 1974-02-19 | 1977-04-14 | Williams C | Method of constructing a pre-stressed concrete circular wall |
| JP2002089043A (en) * | 2000-09-19 | 2002-03-27 | Maeda Corp | Reinforced concrete structure and construction method for steel framed reinforced concrete, structure |
| KR20030025471A (en) * | 2001-09-21 | 2003-03-29 | 이광명 | Precast Prestressed Reinforcing Elements Using High-strength Concrete or Mortar, and Reinforced Concrete Structures Using Such Elements |
| JP2004316322A (en) * | 2003-04-18 | 2004-11-11 | Takenaka Komuten Co Ltd | Construction method of column-beam skeleton by precast concrete member |
| CN2784490Y (en) * | 2005-04-22 | 2006-05-31 | 北京工业大学 | Prestress connection node for beam column of assembled concrete frame structure |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103104099A (en) * | 2011-11-09 | 2013-05-15 | 贵阳铝镁设计研究院有限公司 | Method for constructing wall pulling steel bars in frame column and structure thereof |
| CN106168068A (en) * | 2016-08-04 | 2016-11-30 | 中国十七冶集团有限公司 | A kind of constructional column joint bar, tension rib joint bar locating mounting method |
| CN107654021A (en) * | 2017-10-25 | 2018-02-02 | 程丹松 | A kind of assembling prefabricated reinforced concrete column and assembled combination frame building system |
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| 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: 20130213 |