CN205712471U - A kind of prefabricated building structure post - Google Patents
A kind of prefabricated building structure post Download PDFInfo
- Publication number
- CN205712471U CN205712471U CN201620394817.6U CN201620394817U CN205712471U CN 205712471 U CN205712471 U CN 205712471U CN 201620394817 U CN201620394817 U CN 201620394817U CN 205712471 U CN205712471 U CN 205712471U
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- screw shell
- reinforcing
- shell
- building structure
- prefabricated building
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Abstract
The utility model discloses a kind of prefabricated building structure post, including frame column；Embedding and be fixed on the upper screw shell within frame column, lower screw shell and reinforce screw shell, removable support is fixed on reinforcing screw shell by screw bolt and nut；For respectively same plane being in the upper screw shell of offside, lower screw shell and reinforcing the built-in reinforcing bar that screw shell connects；And the frame column outer wall between upper screw shell and lower screw shell is hair side；The installation site of upper screw shell is higher than lower screw shell, and the installation site of lower screw shell is higher than reinforcing screw shell.This utility model is by arranging many built-in reinforcing bars in precast construction cylinder, and is configured with screw shell, lower screw shell and reinforces screw shell.
Description
Technical field
This utility model relates to technical field of building construction, is specifically related to a kind of pre-cast building knot
Structure post.
Background technology
At present during Construction of highrise buildings, in order to improve the structural strength of building, bearing capacity with
And impact resistance, generally require the substantial amounts of structural column of construction, and in this, as the master of building
Body structure, but in traditional fabric structure post, one is by reinforced concrete-bar net and is equipped with coagulation
The structure of soil pouring molding, can meet the needs that building uses to a certain extent；Another kind of
For assembled, i.e. use prefabricated structural column and precast beam to carry out assembling and use.
In xoncrete structure is built, topmost component is post, beam, floor and body of wall,
Post and the structure of beam and shape relation to whole building stress load-bearing, be related to whole building
The speed of application built.The post and the beam that use in existing concrete structural construction are independent post
With independent beam, when constructing at the scene, independent post and independent beam are by lifting, by scene
Welding, the form poured are spliced.This independent post and the structure of independent beam, not only
Roll up the lifting of site operation and the workload of welding, have a strong impact on construction
Speed, efficiency of construction is low.
Utility model content
The purpose of this utility model is to provide a kind of prefabricated building structure post.
For reaching above-mentioned purpose, this utility model be the technical scheme is that offer is a kind of prefabricated
Building structure post, including
Frame column；
Embed and be fixed on inside frame column for being connected the upper thread bush that reinforcing bar coordinates with beam top
Cylinder, for being connected lower screw shell that reinforcing bar coordinates with beam bottom and for fixing detachable support
The reinforcing screw shell of part, removable support is fixed on reinforcing thread bush by screw bolt and nut
On cylinder；For respectively same plane being in the upper screw shell of offside, lower screw shell and adding
Gu the built-in reinforcing bar that screw shell connects；And the frame between upper screw shell and lower screw shell
Trestle outer wall is hair side；The installation site of upper screw shell is higher than lower screw shell, lower thread bush
The installation site of cylinder is higher than reinforcing screw shell.
Preferably, bolt is provided with flat shim and elastomeric pad with the junction of removable support.
Preferably, upper screw shell and lower screw shell are straight screw sleeve, reinforce screw shell
For tapered thread sleeve.
Preferably, frame column is cuboid.
Preferably, removable support is steel corbel.
Preferably, four sides of frame column are distributed with under a row upper screw shell, a row
Screw shell and a row reinforce screw shell.
In sum, this utility model has the advantage that
This utility model is by arranging many built-in reinforcing bars in precast construction cylinder, and is configured with
Upper screw shell, lower screw shell and reinforcing screw shell；By built-in reinforcing bar by the spiral shell of offside
Stricture of vagina sleeve connection is integrated, and makes frame column more stable with the connection of Vierendeel girder, joins simultaneously
The reinforcing screw shell put can be easily installed dismountable support member, may be used for Vierendeel girder
Temporary support, use after can with disassembly & recycling, reuse, cost-effective.
Accompanying drawing explanation
Fig. 1 is schematic diagram of the present utility model；
Fig. 2 is the enlarged drawing of a-quadrant in Fig. 1；
Fig. 3 is that this utility model pours the schematic diagram after being connected with Vierendeel girder.
Wherein, 1, frame column；2, upper screw shell；3, lower screw shell；4, spiral shell is reinforced
Stricture of vagina sleeve；5, built-in reinforcing bar；6, hair side；7, bolt；8, nut；9, flat shim；
10, elastomeric pad；11, removable support；12, Vierendeel girder.
Detailed description of the invention
Below in conjunction with the accompanying drawings detailed description of the invention of the present utility model is described in detail.
In an embodiment of the present utility model, as shown in Figure 1, it is provided that a kind of pre-cast building
Structural column, including a kind of prefabricated building structure post, including frame column 1, frame column 1 can be
Cuboid, has four sides, and each side forms hair side 6 through wharf's pavement quality, favorably
In increasing contact area.Vierendeel girder 12 is connected on four sides executing man-hour requirement, including
Main frame beam and secondary frame beam.
It is provided with three row's threaded sleeves in each side of frame column, is fixed on frame column including embedding
Internal for being connected the upper screw shell 2 of a row that reinforcing bar 21 coordinates with beam top, it is used for and beam
Bottom connects screw shell 3 and be used for fixing removable support under the row that reinforcing bar 31 coordinates
The reinforcing screw shell 4 of 11 steel corbels, the preferred steel corbel of removable support 11, passes through spiral shell
Bolt 7 and nut 8 are fixed on reinforcing screw shell.Upper screw shell and lower screw shell are straight
Screw shell, can play good connection effect with reinforcing bar, and reinforcing screw shell is taper spiral shell
Stricture of vagina sleeve, can readily accessible reuse；Bolt 7 and the connection of removable support 11
Place is provided with flat shim 9 and elastomeric pad 10.The installation site of upper screw shell is higher than lower screw thread
Sleeve, the installation site of lower screw shell is higher than reinforcing screw shell.
In frame column casting process, at predeterminated position, one row is installed in advance and sets a roof beam in place for fixed frame
The upper screw shell of upper end, a row sets a roof beam in place the lower screw shell of lower end for fixed frame, and a row uses
In the reinforcing screw shell of fixing removable support, and same plane is positioned at the upper spiral shell of offside
Stricture of vagina sleeve, lower screw shell and reinforcing screw shell the most first use built-in reinforcing bar 5 to connect and are formed
The bar-mat reinforcement intersected, casting concrete forms frame column the most again.
Although detailed description of the invention of the present utility model being described in detail in conjunction with accompanying drawing,
But should not be construed as the restriction of the protection domain to this patent.At the model described by claims
In enclosing, various amendments that those skilled in the art can make without creative work and deformation are still
Belong to the protection domain of this patent.
Claims (6)
1. a prefabricated building structure post, it is characterised in that: include
Frame column；
Embed and be fixed on inside frame column for being connected the upper thread bush that reinforcing bar coordinates with beam top
Cylinder, for being connected lower screw shell that reinforcing bar coordinates with beam bottom and for fixing detachable support
The reinforcing screw shell of part, described removable support is fixed on reinforcing spiral shell by screw bolt and nut
On stricture of vagina sleeve；
For respectively same plane being in the upper screw shell of offside, lower screw shell and reinforcing
The built-in reinforcing bar that screw shell connects；And between described upper screw shell and lower screw shell
Frame column outer wall is hair side；The installation site of upper screw shell be higher than lower screw shell, described under
The installation site of screw shell is higher than reinforcing screw shell.
2. prefabricated building structure post as claimed in claim 1, it is characterised in that: described spiral shell
Bolt is provided with flat shim and elastomeric pad with the junction of removable support.
3. prefabricated building structure post as claimed in claim 1, it is characterised in that: on described
Screw shell and lower screw shell are straight screw sleeve, and described reinforcing screw shell is tapered thread
Sleeve.
4. prefabricated building structure post as claimed in claim 1, it is characterised in that: described frame
Trestle is cuboid.
5. prefabricated building structure post as claimed in claim 1, it is characterised in that: described can
Dismounting support member is steel corbel.
6. prefabricated building structure post as claimed in claim 1, it is characterised in that: described frame
Screw shell and a row under a row upper screw shell, a row it is distributed with on four sides of trestle
Reinforce screw shell.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620394817.6U CN205712471U (en) | 2016-05-05 | 2016-05-05 | A kind of prefabricated building structure post |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620394817.6U CN205712471U (en) | 2016-05-05 | 2016-05-05 | A kind of prefabricated building structure post |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN205712471U true CN205712471U (en) | 2016-11-23 |
Family
ID=57332066
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201620394817.6U Active CN205712471U (en) | 2016-05-05 | 2016-05-05 | A kind of prefabricated building structure post |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN205712471U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106760572A (en) * | 2016-12-29 | 2017-05-31 | 上海建工五建集团有限公司 | Predetermined level component quickly positions adjustment frock and method with composite beam junction |
| CN106759880A (en) * | 2016-12-29 | 2017-05-31 | 上海建工五建集团有限公司 | Prefabricated superposed beam quickly positions adjustment frock and method with prefabricated post junction |
-
2016
- 2016-05-05 CN CN201620394817.6U patent/CN205712471U/en active Active
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106760572A (en) * | 2016-12-29 | 2017-05-31 | 上海建工五建集团有限公司 | Predetermined level component quickly positions adjustment frock and method with composite beam junction |
| CN106759880A (en) * | 2016-12-29 | 2017-05-31 | 上海建工五建集团有限公司 | Prefabricated superposed beam quickly positions adjustment frock and method with prefabricated post junction |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CP03 | Change of name, title or address | ||
| CP03 | Change of name, title or address |
Address after: No. 299, Jiangxi Road, Jialing, Deyang, Sichuan 618000 Patentee after: Sichuan No.4 Construction Co.,Ltd. Patentee after: Sichuan No.7 Construction Co.,Ltd. Address before: 618000 Yunfengshan Road, Jingyang District, Deyang City, Sichuan Province Patentee before: NO.4 CONSTRUCTION COMPANY OF SICHUAN PROVINCE Patentee before: SEVENTH CONSTRUCTION COMPANY IN SICHUAN PROVINCE |