CN203716408U - Assembly type frame column - Google Patents
Assembly type frame column Download PDFInfo
- Publication number
- CN203716408U CN203716408U CN201320814556.5U CN201320814556U CN203716408U CN 203716408 U CN203716408 U CN 203716408U CN 201320814556 U CN201320814556 U CN 201320814556U CN 203716408 U CN203716408 U CN 203716408U
- Authority
- CN
- China
- Prior art keywords
- column
- assembling frame
- frame post
- shaped steel
- walled
- 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.)
- Withdrawn - After Issue
Links
Landscapes
- Reinforcement Elements For Buildings (AREA)
Abstract
The utility model provides a prefabricated independent foundation which is capable of reducing the operation of a construction site, is short in construction period, is capable of improving the strength and can be prefabricated, and a construction method of the prefabricated independent foundation. An assembly type frame column comprises a stand column and a joint, wherein the stand column is internally provided with a cavity; a plurality of longitudinal bars are arranged in the thin wall of the stand column along the height direction; the longitudinal bars protrude the upper end and the lower end of the stand column; the joint is arranged at the part which is integral multiple as high as the floor height; a plurality of prestressed rib through holes are formed in the connecting part of the joint and a beam; the stand column is provided with a bracket under the beam.
Description
Technical field
The utility model relates to technical field of buildings, relates in particular to a kind of assembling frame post.
Background technology
Traditional frame column mainly relies on sleeve to connect, and has following defect: price is high, difficulty of construction is large, grouting leakiness even there will be quality accident.
Utility model content
The prefabricated single footing that the utility model object has been to provide a kind ofly can reduce job site operation, short construction period, can improve intensity, can be prefabricated.
For above-mentioned purpose, the utility model is realized by following measures:
A kind of assembling frame post, comprises column and node, in column, is cavity, in column thin-walled, is provided with multiple vertical muscle along short transverse, and vertical muscle protrudes from the upper and lower two ends of column; Node configuration is at floor height integral multiple place, and node is worn muscle hole establishing multiple prestressing force with beam junction, and column is established bracket below the position of beam is set.
Preferably, in the certain length of two ends up and down of column, have the position of vertical muscle to be provided with not the groove of thin-walled thoroughly or penetrate the groove of thin-walled on thin-walled, groove is for being connected with other assembling frame post or basis.
Preferably, groove is dovetail groove, dovetail groove or T connected in star or rectangular recess.
Preferably, bracket cross section is rectangle, trapezoidal, taper type, and inside is provided with many reinforcing bars.
Preferably, node comprises more than 2 shaped steel, and shaped steel one end is arranged in column, and the other end protrudes from the surface of column or/and side.
Preferably, node comprises 2 shaped steel, and a shaped steel protrudes from the surface of column; Another shaped steel protrudes from the side of column, and two shaped steel are all connected with column through bolt and nut is secondary, and bolt in bolt and nut pair extends in the thin-walled of column.
Preferably, node comprises 4 shaped steel, and shaped steel protrudes from respectively front and rear surfaces and the left and right side of column, and two shaped steel on opposite face and the link of column connect as one through the high-strength bolt that runs through column, and fix by attaching nut.
Preferably, prestressed reinforcement perforation is bar hole.
Preferably, cavity cross section is circle, rectangle or polygon.
The beneficial effects of the utility model:
The utility model node location is completely cast-in-place, bar splicing or be welded as a whole between frame column, and quality easily ensures; Construction method is simple, and short construction period.
Brief description of the drawings
Fig. 1 is that column is connected the main schematic diagram of looking with bracket.
Fig. 2 is two assembling frame post connection diagrams.
Fig. 3 is embodiment 1 and other assembling frame post syndeton schematic diagram.
Fig. 4 is embodiment 1 and foundation connection structure schematic diagram.
Fig. 5 is assembling frame post and basic connection construction process schematic diagram.
Fig. 6 is embodiment 1 post two ends connecting portion schematic diagram.
Fig. 7 is embodiment 2 post two ends connecting portion schematic diagrames.
Fig. 8 is embodiment 3 post two ends connecting portion schematic diagrames.
Fig. 8 is embodiment 3 post two ends connecting portion schematic diagrames.
Fig. 9 is embodiment 3 capital ends or bottom cross-sectional schematic.
Figure 10 is embodiment 4 post two ends connecting portion schematic diagrames.
Figure 11 is embodiment 4 capital ends or bottom cross-sectional schematic.
Figure 12 is embodiment 5 post two ends connecting portion schematic diagrames.
Figure 13 is embodiment 5 capital ends or bottom cross-sectional schematic.
Figure 14 is that embodiment 6 columns are connected the main schematic diagram of looking with node.
Figure 15 is that embodiment 6 columns are connected schematic top plan view with node.
Figure 17 is column and beam and node connection diagram.
In figure 1, vertical muscle, 2, prestressed reinforcement perforation, 3, bracket, 4, column, 5, connector, 6, cavity, 7, groove, 8, stirrup, 9, basis, 10, adjusting rod, 11, shaped steel, 12, high-strength bolt, 13, beam, 14, bolt and nut pair, 15, upper strata assembling frame post, 16, assembling frame post, 17, run through muscle.
Detailed description of the invention
Illustrate selected embodiment of the present utility model referring now to Figure of description, those skilled in the art are only exemplary according to subordinate's explanation of embodiment of the present utility model of the present disclosure, are not in order to limit scheme of the present utility model.
Embodiment 1
With reference to accompanying drawing 1,2,3,4,5, a kind of assembling frame post, comprises column 4 and node, and column 4 is rectangular structure, and inside is cavity 6; In column 4 thin-walleds, be provided with multiple vertical muscle 1 along short transverse, vertical muscle 1 protrudes from column, and Shang Xia 4 two ends; Node configuration is at floor height integral multiple place, and node is worn muscle hole 2 establishing multiple prestressing force with beam junction, and column 4 is established bracket 3 below the position of beam is set.
With reference to accompanying drawing 6, in the certain length of two ends up and down of column 4, on thin-walled, there is the position of vertical muscle 1 to be provided with the groove 7 that penetrates thin-walled, groove 7 is for being connected with other assembling frame post or basis.
Bracket 3 cross sections are rectangle, trapezoidal, taper type, and inside is provided with many reinforcing bars.
With reference to accompanying drawing 6, cavity 6 cross sections are rectangle.Groove 7 is rectangular recess, dovetail groove, dovetail groove or T connected in star.
With reference to accompanying drawing 2,3,4,5, in above-mentioned each embodiment, the construction method of assembling frame post, comprises the following steps:
1) unwrapping wire location on basis;
2) assembling frame post 16 is transported to scene and is lifted;
3) between basis 9 and assembling frame post 16, adjusting rod 10 is installed, is made assembling frame post location and installation on basis 9 good;
4) to assembling frame post 16 cavitys and basis 9 interior concrete perfusions;
5) two layers of beam of lifting, wear and in muscle hole, wear post-tensioned prestressing muscle at beam and the corresponding prestressing force of assembling frame post 16, and temporary fixed;
6) two layers of laminated floor slab of lifting;
7) in one deck assembling frame post, two layers of beam and assembling frame post node concrete perfusion, and to two layers of laminated floor slab fluid concrete;
8) two layers of beam of stretch-draw and assembling frame post node presstressed reinforcing steel;
9) lifting tri-layer beams, laminated floor slab, repeat 5 to 8 each steps;
10) lifting upper strata assembling frame post 15, the outstanding vertical muscle of upper strata assembling frame post 15 inserts in the groove of above-mentioned assembling frame post 16, and overlap joint or welding or mechanical connection be integrated, and in position, enters upper strata installation.
Embodiment 2
With reference to accompanying drawing 7, in the certain length of two ends up and down of column 4, on thin-walled, there is the position of vertical muscle 1 to be provided with the groove 7 that does not penetrate thin-walled, other are with embodiment 1.
Embodiment 3
With reference to accompanying drawing 8,9, cavity 6 cross sections are circular, and other are with embodiment 1.
Embodiment 4
With reference to accompanying drawing 10,11, column 4 and cavity 6 cross sections are circle, and other are with embodiment 1.
Embodiment 5
With reference to accompanying drawing 12,13, column 4 cross sections are rectangle, and cavity 6 cross sections are polygonized structure, and other are with embodiment 1.
Embodiment 6
With reference to accompanying drawing 14,15, node comprises 4 shaped steel 11, shaped steel 11 protrudes from respectively front and rear surfaces and the left and right side of column 4, and two shaped steel 11 on opposite face connect as one through the high-strength bolt 12 that runs through column with the link of column 4, and fix by attaching nut.
Embodiment 7
With reference to accompanying drawing 16, node comprises that 11, one shaped steel 11 of 2 shaped steel protrude from the rear surface of column 4; Another shaped steel 11 protrudes from the side of column 4.And two shaped steel 11 are all connected with column through bolt and nut secondary 14, and bolt in bolt and nut pair 14 extends in the thin-walled of column 4, and other are with embodiment 5.
With reference to Figure 17, when in the utility model, assembling frame post is connected with beam 13, beam 13 is connected with node through connector 5, is then and is integrated by filling concrete through running through after muscle 17 connects.
In above-mentioned each embodiment, prestressed reinforcement perforation 2 is bar hole.Column 4 has the reinforced concrete structure of stirrup 8 in being.
The utility model does not have disclosed technical characterictic, is the known technology of the art.
General principle of the present utility model and advantage have more than been described.The utility model is not restricted to the described embodiments, and in the prerequisite that does not depart from the utility model scope, those skilled in the art can do many changes and improvements as required.The utility model protection domain should be defined by appending claims and equivalent thereof.
Claims (9)
1. an assembling frame post, is characterized in that: comprising column and node, is cavity in column, in column thin-walled, is provided with multiple vertical muscle along short transverse, and vertical muscle protrudes from the upper and lower two ends of column; Node configuration is at floor height integral multiple place, and node is worn muscle hole establishing multiple prestressing force with beam junction, and column is established bracket below the position of beam is set.
2. assembling frame post according to claim 1, it is characterized in that: in the certain length of two ends up and down of column; on thin-walled, have the position of vertical muscle to be provided with the groove that does not penetrate thin-walled or the groove that penetrates thin-walled, groove is for being connected with other assembling frame post or basis.
3. assembling frame post according to claim 2, is characterized in that: groove is dovetail groove, dovetail groove or T connected in star or rectangular recess.
4. assembling frame post according to claim 1, is characterized in that: bracket cross section is rectangle, trapezoidal, taper type, and inside is provided with many reinforcing bars.
5. assembling frame post according to claim 1, is characterized in that: node comprises more than 2 shaped steel, shaped steel one end is arranged in column, and the other end protrudes from the surface of column or/and side.
6. assembling frame post according to claim 5, is characterized in that: node comprises 2 shaped steel, and a shaped steel protrudes from the surface of column; Another shaped steel protrudes from the side of column, and two shaped steel are all connected with column through bolt and nut is secondary, and bolt in bolt and nut pair extends in the thin-walled of column.
7. assembling frame post according to claim 5, it is characterized in that: node comprises 4 shaped steel, shaped steel protrudes from respectively front and rear surfaces and the left and right side of column, two shaped steel on opposite face and the link of column connect as one through the high-strength bolt that runs through column, and fix by attaching nut.
8. according to assembling frame post described in claim 1 to 7 any one, it is characterized in that: prestressed reinforcement perforation is bar hole.
9. according to assembling frame post described in claim 1 to 7 any one, it is characterized in that: cavity cross section is circle, rectangle or polygon.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201320814556.5U CN203716408U (en) | 2013-12-12 | 2013-12-12 | Assembly type frame column |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201320814556.5U CN203716408U (en) | 2013-12-12 | 2013-12-12 | Assembly type frame column |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN203716408U true CN203716408U (en) | 2014-07-16 |
Family
ID=51155575
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201320814556.5U Withdrawn - After Issue CN203716408U (en) | 2013-12-12 | 2013-12-12 | Assembly type frame column |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN203716408U (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103741881A (en) * | 2013-12-12 | 2014-04-23 | 王睿敏 | Fabricated frame column and construction method |
| CN105862900A (en) * | 2016-05-25 | 2016-08-17 | 山东大学 | Assembled type garage structure system based on precast piles and method |
| CN110751870A (en) * | 2019-11-01 | 2020-02-04 | 郭晶玉 | Teaching experimental device for assembled building frame column |
-
2013
- 2013-12-12 CN CN201320814556.5U patent/CN203716408U/en not_active Withdrawn - After Issue
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103741881A (en) * | 2013-12-12 | 2014-04-23 | 王睿敏 | Fabricated frame column and construction method |
| CN103741881B (en) * | 2013-12-12 | 2016-01-13 | 王睿敏 | Assembling frame post and construction method |
| CN105862900A (en) * | 2016-05-25 | 2016-08-17 | 山东大学 | Assembled type garage structure system based on precast piles and method |
| CN110751870A (en) * | 2019-11-01 | 2020-02-04 | 郭晶玉 | Teaching experimental device for assembled building frame column |
| CN110751870B (en) * | 2019-11-01 | 2021-08-24 | 郭晶玉 | Teaching experimental device for assembled building frame column |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN103741881B (en) | Assembling frame post and construction method | |
| CN103741792B (en) | Overall assembling frame system and construction method | |
| CN104775545B (en) | Assembly concrete Frame-Shear Wall splits the method for attachment of component | |
| CN108331158A (en) | A kind of joint connection in site method of precast reinforced concrete beam column | |
| CN105064511A (en) | Connecting structure of prestress hollow floor slab and H-shaped steel beam and construction method thereof | |
| CN103850363B (en) | Prefabricated through hole assembly type reinforced concrete shear wall and construction method of prefabricated through hole assembly type reinforced concrete shear wall | |
| CN104060761B (en) | U-shaped steel concrete combination beam and construction method thereof | |
| CN103104039A (en) | Assembled framework beam-column joint adopting cover plate connection and construction method thereof | |
| CN204252345U (en) | The connecting structure of a kind of precast concrete plank and girder steel | |
| CN105040829A (en) | Prefabricated concrete main beam and secondary beam connecting structure and construction method thereof | |
| CN105735541A (en) | Steel structure girderless floor slab column structure | |
| CN104563305A (en) | Connecting joint of concrete overlapped beam and steel pipe concrete column and construction method | |
| CN105421210A (en) | Rapid assembling type steel box-precast concrete plank bridge structure and construction method thereof | |
| CN103726613B (en) | A kind of novel fabricated concrete column | |
| CN203716408U (en) | Assembly type frame column | |
| CN203546994U (en) | Prefabricated superimposed floor slab and floor-slab layer | |
| CN102605717A (en) | Pier-top longitudinal support scaffolding method | |
| CN103194982B (en) | Construction method for short cantilever support at bridge side span cast-in-situ segment | |
| CN105863048B (en) | A kind of connecting structure of prefabricated frame support structure bean column node | |
| CN111305066A (en) | Hybrid combination beam steel-concrete combination section and mounting method thereof | |
| CN213926774U (en) | Prefabricated steel-encased concrete column and concrete beam joint | |
| CN203716289U (en) | Overall fabricated type frame system | |
| CN203583674U (en) | Assembly type concrete anti-seismic beam column framework | |
| CN113718753A (en) | Anchorage underground diaphragm wall foundation assembled type mid-partition wall and construction method | |
| CN103758033A (en) | Integrated assembly type hollow slab bridge and construction method thereof |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| ASS | Succession or assignment of patent right |
Owner name: SHANDONG LIJIU BUILDING TECHNOLOGY CO., LTD. Free format text: FORMER OWNER: WANG RUIMIN Effective date: 20150114 |
|
| C41 | Transfer of patent application or patent right or utility model | ||
| COR | Change of bibliographic data |
Free format text: CORRECT: ADDRESS; FROM: 250001 JINAN, SHANDONG PROVINCE TO: 250101 JINAN, SHANDONG PROVINCE |
|
| TR01 | Transfer of patent right |
Effective date of registration: 20150114 Address after: High tech Zone of Ji'nan City Industrial Road, No. 59 in Shandong province 250101 Expo International Building 1 unit 1301 room 6 Patentee after: Shandong Lijiu Building Technology Co., Ltd. Address before: 250001 Jianshe Road century home 15-2-1103, Shizhong District, Shandong, Ji'nan Patentee before: Wang Ruimin |
|
| ASS | Succession or assignment of patent right |
Owner name: WANG RUIMIN Free format text: FORMER OWNER: SHANDONG LIJIU BUILDING TECHNOLOGY CO., LTD. Effective date: 20150608 |
|
| C41 | Transfer of patent application or patent right or utility model | ||
| COR | Change of bibliographic data |
Free format text: CORRECT: ADDRESS; FROM: 250101 JINAN, SHANDONG PROVINCE TO: 250001 JINAN, SHANDONG PROVINCE |
|
| TR01 | Transfer of patent right |
Effective date of registration: 20150608 Address after: 250001 Jianshe Road Century Park, Ji'nan City, Shandong province 15-2-1103 Patentee after: Wang Ruimin Address before: High tech Zone of Ji'nan City Industrial Road, No. 59 in Shandong province 250101 Expo International Building 1 unit 1301 room 6 Patentee before: Shandong Lijiu Building Technology Co., Ltd. |
|
| AV01 | Patent right actively abandoned |
Granted publication date: 20140716 Effective date of abandoning: 20160113 |
|
| C25 | Abandonment of patent right or utility model to avoid double patenting |