CN202899440U - Prefabricated structural column - Google Patents

Prefabricated structural column Download PDF

Info

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
structural
prefabricated
groove
draw
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
Application number
CN 201220547604
Other languages
Chinese (zh)
Inventor
马朝阳
Original Assignee
马朝阳
Priority date (The priority date 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 date listed.)
Filing date
Publication date
Application filed by 马朝阳 filed Critical 马朝阳
Priority to CN 201220547604 priority Critical patent/CN202899440U/en
Application granted granted Critical
Publication of CN202899440U publication Critical patent/CN202899440U/en
Expired - Fee Related legal-status Critical Current
Anticipated expiration legal-status Critical

Links

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

The precast construction post
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:
Embodiment 1, and as shown in Figure 1, precast construction post of the present utility model is comprised of structural column body 1, reinforcing bar via hole 2 and the draw-in groove 3 of cuboid, and described structural column body 1 is formed by reinforcing bar and concreting, and described reinforcing bar is positioned at concrete structure.This is prior art, does not do at this and gives unnecessary details, and the short transverse along structural column body 1 on four angles of described structural column body 1 respectively is provided with a reinforcing bar via hole 2, and two adjacent sides of described structural column body 1 are provided with the swallow-tail form draw-in groove 3 along its short transverse,
Embodiment 2, and other structures are identical with embodiment 1, and different is, on four sides of structural column body 1 draw-in groove 3 are set all, that is to say when four sides of structural column all need connecting wall.
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).
CN 201220547604 2012-10-24 2012-10-24 Prefabricated structural column Expired - Fee Related CN202899440U (en)

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)

* Cited by examiner, † Cited by third party
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

Cited By (4)

* Cited by examiner, † Cited by third party
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
CN102953546B (en) Construction method for mounting deformation joint template at double walls
CN202899440U (en) Prefabricated structural column
CN104727440A (en) Novel industrialized production efficiently-assembled type building frame column beam and manufacturing method
CN103953114A (en) Steel frame-reinforced masonry shear wall composite structure and construction method thereof
CN203821591U (en) Steel frame-reinforcement brickwork shear wall combined structure
CN105275089A (en) Fully-prefabricated cold-formed steel house modular unit and assembly connection method
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
CN205024719U (en) Pile foundation and integrated reverse construction vertical braces system of underground continuous wall
CN102535841A (en) Construction technology of prefabricated wall panel
CN102322138A (en) The modular sliding formwork
CN204282824U (en) Prefabricated setting prop rises beam composite frame structure
CN103967332A (en) Construction method of building site barrier
CN203603542U (en) Fabricated electronic workshop
CN103526877B (en) A kind of precast concrete
CN202925887U (en) A slab-column shear wall structure building based on prefabricated reinforced concrete hollow formworks
CN202247938U (en) Wedge-shaped foundation bolt preformed hole core formwork device
CN203296209U (en) Self-insulation mortarless block masonry shear wall system
CN202689278U (en) Superimposed hollow slab
CN206359993U (en) Stud structure for main transformer fire wall
CN206053129U (en) A kind of light steel construction post of T-shaped
CN204899034U (en) Prefabricated wall post
CN204491840U (en) A kind of being convenient to is installed and the space frame formula self-contained flat be connected
CN204825958U (en) Concrete foundation for outdoor distributing box

Legal Events

Date Code Title Description
C14 Grant of patent or utility model
GR01 Patent grant
EXPY Termination of patent right or utility model
CF01 Termination of patent right due to non-payment of annual fee

Granted publication date: 20130424

Termination date: 20141024