CN202899440U - Prefabricated structural column - Google Patents
Prefabricated structural column Download PDFInfo
- Publication number
- CN202899440U CN202899440U CN 201220547604 CN201220547604U CN202899440U CN 202899440 U CN202899440 U CN 202899440U CN 201220547604 CN201220547604 CN 201220547604 CN 201220547604 U CN201220547604 U CN 201220547604U CN 202899440 U CN202899440 U CN 202899440U
- Authority
- CN
- China
- Prior art keywords
- structural column
- prefabricated
- groove
- draw
- structural
- 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 - Fee Related
Links
Images
Abstract
The utility model discloses a prefabricated structural column. The prefabricated structural column comprises a rectangular structural column main body (1) formed by pouring steel bars and concrete, wherein steel bar through-holes (2) are distributed in the structural column main body (1) along the height direction; and clamping slots (3) are formed in at least two adjacent side surfaces of the structural column main body (1) along the height direction. According to the technical scheme, a building can be constructed rapidly by only pre-burying a ground ring beam and structural column steel bars, then hoisting the prefabricated structural column to the height of the structural column steel bars, enabling the structural column steel bars to penetrate through the steel bar through-holes of the structural column, and then pouring concrete into the steel bar through-holes, thereby saving time and effort, and lowering the construction cost. The clamping slots formed in the side surfaces of the structural column can be used for mounting prefabricated wallboards so as to obviate the trouble in building the wallboard with bricks.
Description
Technical field
The utility model relates to the structural column that a kind of building is used, and relates to specifically a kind of precast construction post, belongs to construction engineering technical field.
Background technology
At present, when making up residenter house, all be first by designing requirement bury underground collar tie beam, then build structural column, structural column adopts the on-the-spot mode of building or piling up with brick with concrete and reinforcing bar, and the housing construction progress is slow, then piles up fragment of brick formation body of wall between structural column, take a lot of work, building costs is high.
The utility model content
In order to solve the problems of the technologies described above, the utility model provides a kind of precast construction post of rapid-assembling.
To achieve these goals, the technical solution of the utility model is as follows: a kind of precast construction post, comprise the rectangular structure post body (1) that is formed by reinforcing bar and concreting, described structural column body (1) is upper to be distributed with reinforcing bar via hole (2) along its short transverse, is provided with draw-in groove (3) along its short transverse at least two adjacent side of described structural column body (1).
Adopt technique scheme, only need bury underground first in the time of building collar tie beam, reinforcing bars of structural columns, then the precast construction post is worked the height that winches to reinforcing bars of structural columns, reinforcing bars of structural columns is passed the reinforcing bar via hole of structural column from top to bottom, concreting gets final product in the reinforcing bar via hole again, can finish fast building of structural column, structural column adopts standard modular, and batch production production is more time saving and energy saving than cast in situs, construction cost is low, and construction speed is fast.Draw-in groove is established in side at structural column, prefabricated wallboard can be contained in the draw-in groove, has saved the trouble of piling up wallboard with brick.
In technique scheme, described draw-in groove (3) is dovetail groove.
In technique scheme, two adjacent sides of described structural column body (1) are provided with draw-in groove (3).
In technique scheme, be equipped with draw-in groove (3) on four sides of described structural column body (1).The structural column of this structure is the structural column that four sides all will arrange body of wall.
In technique scheme: four angles of described structural column body (1) respectively are provided with a reinforcing bar via hole (2).
Beneficial effect: the utility model is simple in structure, and low cost of manufacture can be built column fast at the scene, simultaneously, reserves draw-in groove in the side of column, makes things convenient for the installation of prefabricated panel, and is time saving and energy saving.
Description of drawings
Fig. 1 is embodiment 1 structural representation of the present utility model;
Fig. 2 is the top view of the prefabricated stand column of embodiment 2;
Fig. 3 is the schematic diagram of ground collar tie beam and reinforcing bars of structural columns.
The specific embodiment
The utility model is described in further detail below in conjunction with drawings and Examples:
During use, as shown in Figure 3, carry out first the house foundation facility, weld collar tie beam 4, reinforcing bars of structural columns 5, then the precast construction post is sling to the top of reinforcing bars of structural columns 5, reinforcing bars of structural columns 5 is passed the reinforcing bar via hole 2 of structural column from top to bottom, concreting gets final product in the reinforcing bar via hole 2 again.
Claims (5)
1. precast construction post, comprise the rectangular structure post body (1) that is formed by reinforcing bar and concreting, it is characterized in that: described structural column body (1) is upper to be distributed with reinforcing bar via hole (2) along its short transverse, is provided with draw-in groove (3) along its short transverse at least two adjacent side of described structural column body (1).
2. described precast construction post according to claim 1, it is characterized in that: described draw-in groove (3) is dovetail groove.
3. described precast construction post according to claim 1 and 2, it is characterized in that: two adjacent sides of described structural column body (1) are provided with draw-in groove (3).
4. described precast construction post according to claim 1 and 2 is characterized in that: be equipped with draw-in groove (3) on four sides of described structural column body (1).
5. each described precast construction post according to claim 1-2, it is characterized in that: four angles of described structural column body (1) respectively are provided with a reinforcing bar via hole (2).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201220547604 CN202899440U (en) | 2012-10-24 | 2012-10-24 | Prefabricated structural column |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201220547604 CN202899440U (en) | 2012-10-24 | 2012-10-24 | Prefabricated structural column |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN202899440U true CN202899440U (en) | 2013-04-24 |
Family
ID=48120126
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN 201220547604 Expired - Fee Related CN202899440U (en) | 2012-10-24 | 2012-10-24 | Prefabricated structural column |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN202899440U (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106760209A (en) * | 2017-01-05 | 2017-05-31 | 扬州大学 | A kind of composite concrete prefabrication and assembly construction post |
| CN108145835A (en) * | 2018-02-08 | 2018-06-12 | 绵阳中正科技有限公司 | A kind of section cross cementitious premix connecting pole and its manufacturing technique method |
| CN108716251A (en) * | 2018-05-22 | 2018-10-30 | 绵阳中正科技有限公司 | A kind of right angle cementitious premix connecting pole |
-
2012
- 2012-10-24 CN CN 201220547604 patent/CN202899440U/en not_active Expired - Fee Related
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106760209A (en) * | 2017-01-05 | 2017-05-31 | 扬州大学 | A kind of composite concrete prefabrication and assembly construction post |
| CN108145835A (en) * | 2018-02-08 | 2018-06-12 | 绵阳中正科技有限公司 | A kind of section cross cementitious premix connecting pole and its manufacturing technique method |
| CN108716251A (en) * | 2018-05-22 | 2018-10-30 | 绵阳中正科技有限公司 | A kind of right angle cementitious premix connecting pole |
| CN108716251B (en) * | 2018-05-22 | 2020-06-23 | 绵阳中正科技有限公司 | Right-angle cement premix connecting column |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN203049832U (en) | Assembling type shear wall structure | |
| CN201738443U (en) | Prefabricated concrete double-overlapping beam | |
| CN102953546B (en) | Construction method for mounting deformation joint template at double walls | |
| CN105275089A (en) | Fully-prefabricated cold-formed steel house modular unit and assembly connection method | |
| CN103953114A (en) | Steel frame-reinforced masonry shear wall composite structure and construction method thereof | |
| CN103452350B (en) | Assembling electronic workshop and construction method thereof | |
| CN103590486B (en) | Anti-seismic energy saving three-dimensional mortise and tenon joint net fixing one-piece cast building structure and construction method | |
| CN202899440U (en) | Prefabricated structural column | |
| CN104727440A (en) | Novel industrialized production efficiently-assembled type building frame column beam and manufacturing method | |
| CN203821591U (en) | Steel frame-reinforcement brickwork shear wall combined structure | |
| CN102535841A (en) | Construction technology of prefabricated wall panel | |
| CN201713970U (en) | Structural system with light multi-ribbed plates and light multi-ribbed floor systems | |
| CN206408951U (en) | A kind of architectural industrialization project conversion layer position level ladder muscle | |
| CN202247938U (en) | Wedge-shaped foundation bolt preformed hole core formwork device | |
| CN102322138A (en) | The modular sliding formwork | |
| CN205024719U (en) | Pile foundation and integrated reverse construction vertical braces system of underground continuous wall | |
| CN103056957A (en) | Reinforced concrete precast column vertical type prefabrication method | |
| CN203603542U (en) | Fabricated electronic workshop | |
| CN203742077U (en) | Concrete-filled thin-wall steel tube column with built-in steel bar trusses | |
| CN203361332U (en) | Prefabricated assembly type frame structure | |
| CN204282824U (en) | Prefabricated setting prop rises beam composite frame structure | |
| CN211229781U (en) | Novel prefabricated hollow enclosure | |
| CN103526877B (en) | A kind of precast concrete | |
| CN209975803U (en) | Ecological composite wall structure | |
| CN202925887U (en) | A slab-column shear wall structure building based on prefabricated reinforced concrete hollow formworks |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20130424 Termination date: 20141024 |
|
| EXPY | Termination of patent right or utility model |