CN203716289U - Overall fabricated type frame system - Google Patents
Overall fabricated type frame system Download PDFInfo
- Publication number
- CN203716289U CN203716289U CN201420001214.6U CN201420001214U CN203716289U CN 203716289 U CN203716289 U CN 203716289U CN 201420001214 U CN201420001214 U CN 201420001214U CN 203716289 U CN203716289 U CN 203716289U
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- CN
- China
- Prior art keywords
- column
- frame system
- assembling frame
- prestressed reinforcement
- whole assembling
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- 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 - Lifetime
Links
- 230000002787 reinforcement Effects 0.000 claims description 27
- 210000003205 muscle Anatomy 0.000 claims description 23
- 230000003014 reinforcing effect Effects 0.000 claims description 9
- 239000004567 concrete Substances 0.000 claims description 7
- 238000003466 welding Methods 0.000 claims description 3
- 238000010276 construction Methods 0.000 abstract description 9
- 230000000149 penetrating effect Effects 0.000 abstract 3
- 238000010586 diagram Methods 0.000 description 2
- 238000005516 engineering process Methods 0.000 description 2
- 238000009434 installation Methods 0.000 description 2
- 230000010412 perfusion Effects 0.000 description 2
- 229910000831 Steel Inorganic materials 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 238000011065 in-situ storage Methods 0.000 description 1
- 238000004519 manufacturing process Methods 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 239000011178 precast concrete Substances 0.000 description 1
- 239000010865 sewage Substances 0.000 description 1
- 239000010959 steel Substances 0.000 description 1
- 210000002435 tendon Anatomy 0.000 description 1
- 239000002699 waste material Substances 0.000 description 1
Landscapes
- Reinforcement Elements For Buildings (AREA)
Abstract
The utility model provides an overall fabricated type frame system. The construction site operation can be reduced, the construction period is short, the strength can be improved, and the frame system can be fabricated. The overall fabricated type frame system comprises a plurality of stand columns and a plurality of beams connected with the stand columns, the ends, facing the stand columns, of the beams are provided with connecting grooves, pre-stressed rebar penetrating holes and protruding blocks matched with the connecting grooves are arranged on the stand columns, and the pre-stressed rebar penetrating holes are formed above the protruding blocks. The stand columns and the ends of the beams are connected through the connecting grooves and the protruding blocks, pre-stressed rebar is arranged in the stand columns in the thickness direction, and the pre-stressed rebar penetrates through the pre-stressed rebar penetrating holes to be anchored in the beams.
Description
Technical field
The utility model relates to technical field of buildings, relates in particular to a kind of whole assembling frame system.
Background technology
Conventional steel tendon concrete frame structure, adopts cast-in-situ construction method more, and the method template consumption is large, long construction period, large by artificial amount, site operation noise is large, produce sewage and a large amount of building waste seriously polluted.Precast concrete adopts three-dimensional prefabricated post, and weight is large, and manufacture difficulty is large, transportation inconvenience, and between Liang Yuzhu, post and post, Liang Yuliang, reinforcing bar adopts sleeve to be connected more, and cost is high, and installation difficulty is large.
Utility model content
The prefabricated integral frame system 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 whole assembling frame system, comprises a plurality of columns and a plurality of beams that are connected with column; Beam is provided with link slot towards the end of column; The projection that column is provided with prestressed reinforcement perforation and coordinates with link slot, prestressed reinforcement perforation is positioned at projection top; Column is connected with projection by link slot with beam end, and in column, through-thickness is provided with prestressed reinforcement, and prestressed reinforcement is anchored in beam through prestressed reinforcement perforation.
In above-mentioned whole assembling frame system, the link slot both sides of beam end have two junction plates that are provided with a plurality of connecting holes, establish one or more muscle that hang between two junction plates, hang muscle and the welding of two junction plates.
In above-mentioned whole assembling frame system, column upper protruding block below is provided with the gripper shoe for being connected with junction plate, and gripper shoe is provided with a plurality of installing holes, and installing hole and connecting hole quantity, position and size shape are all corresponding.
In above-mentioned whole assembling frame system, beam comprises reinforcing bar and concrete in beam; Beam is provided with a plurality of prestressed reinforcement jacks towards the end of column upper surface; In beam, reinforcing bar comprises the vertical muscle of beam and stirrup, and stirrup protrudes from the surface that beam is combined with floor; The vertical muscle of junction plate and beam connects as one.
In above-mentioned whole assembling frame system, in column, be cavity, in column thin-walled, along short transverse, be provided with a plurality of vertical muscle, vertical muscle protrudes from the upper and lower two ends of column for being connected with other building structural elements.
In above-mentioned whole assembling frame system, cavity cross section is circle, rectangle or polygon.
In above-mentioned whole assembling frame system, link slot is dovetail groove, dovetail groove or T connected in star or rectangular recess.
In above-mentioned whole assembling frame system, prestressed reinforcement perforation, installing hole and connecting hole are bar hole.
The beneficial effects of the utility model:
The utility model node location is completely cast-in-place, between post and beam, is connected and has prestressed reinforcement to connect by link slot with projection, and quality easily guarantees; Construction method is simple, and short construction period.
Accompanying drawing explanation
Fig. 1 is for being structural representation of the present utility model.
Fig. 2 is the structural representation of the utility model column.
Fig. 3 is the schematic top plan view of column.
Fig. 4 is the structural representation of the utility model beam.
Fig. 5 is the schematic side view of the utility model beam.
Fig. 6 is the three-dimensional schematic top plan view of the utility model beam end.
Fig. 7 is middle column and beam connection diagram.
Fig. 8 is column and the beam connection diagram at two ends.
In figure 1, beam, 2, column, 201, vertical muscle, 202, cavity, 203, prestressed reinforcement perforation, 204, column tie-bar, 3, gripper shoe, 301, stirrup, 302, the vertical muscle of beam, 4, installing hole, 5, projection, 6, link slot, 7, junction plate, 701, connecting hole, 8, prestressed reinforcement, 9, hang muscle, 10, upper reinforcement connects.
The specific embodiment
Referring now to Figure of description, illustrate selected embodiment of the present utility model, 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.
With reference to accompanying drawing 1, a kind of whole assembling frame system, comprises a plurality of columns 2 and a plurality of beams 1 that are connected with column 2.
With reference to accompanying drawing 2,3, column 2 comprises reinforcing bar and concrete in post, and inside is cavity 202, in beam, reinforcing bar comprises vertical muscle and column tie-bar 204, vertical muscle 201 arranges in column thin-walled, and along short transverse setting, vertical muscle 201 protrude from column Shang Xia 2 two ends for being connected with other building structural elements.Column 2 is provided with prestressed reinforcement perforation 203 and projection 5, and prestressed reinforcement perforation 203 is positioned at projection 5 tops, and projection 5 belows are provided with gripper shoe 3, and gripper shoe 3 is provided with a plurality of installing holes 4.
With reference to accompanying drawing 4,5,6,7,8, beam comprises reinforcing bar and concrete in beam; Beam 1 is provided with a plurality of prestressed reinforcement jacks 301 towards the end of column 2 upper surface; In beam, reinforcing bar comprises the vertical muscle 302 of beam and stirrup 301, and stirrup 301 protrudes from the surface that beam is combined with floor, and can be connected 10 with upper reinforcement; Beam is provided with link slot 6 towards the end of column 2, and link slot 6 both sides have two junction plates 7 that are provided with a plurality of connecting holes 701, and junction plate 7 connects as one with the vertical muscle 302 of beam, establishes one or more muscle 9 that hang between two junction plates 7, hangs muscle 9 and two junction plate 7 welding.
With reference to accompanying drawing 7,8, column 2 is connected with projection 6 by link slot 6 with beam 1 end, and in column, 2 through-thickness are provided with prestressed reinforcement 8, and prestressed reinforcement 8 is anchored in beam 1 after passing prestressed reinforcement perforation 203.
In the present embodiment, installing hole 4 is all corresponding with connecting hole 701 quantity, position and size shape.
Cavity 202 cross sections are circle, rectangle or polygon.Link slot 6 is dovetail groove, dovetail groove or T connected in star or rectangular recess.Prestressed reinforcement perforation 9, installing hole 4 and connecting hole 701 are bar hole.
A construction method for whole assembling frame system, is characterized in that comprising the following steps:
1) unwrapping wire location on basis;
2) column and beam are transported to scene and are lifted;
3) column location and installation on basis is good;
4) to concrete perfusion in stand column cavity and basis;
5) hoisting beam, is joined with bolts column and beam end by link slot and projection;
6) at beam and the corresponding prestressing force of column, wear in muscle hole and wear prestressed reinforcement, and fixing;
7) lifting laminated floor slab or assembled integral floor;
8) to beam and column connecting portion, floor and beam connecting portion, floor overlapping layers concrete perfusion;
9) repeat 2 to 8 each steps, carry out lower one deck construction.
The utility model does not have disclosed technical characterictic, is the known technology of the art.
Basic 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 (8)
1. a whole assembling frame system, is characterized in that: comprise a plurality of columns and a plurality of beams that are connected with column; Beam is provided with link slot towards the end of column; The projection that column is provided with prestressed reinforcement perforation and coordinates with link slot, prestressed reinforcement perforation is positioned at projection top; Column is connected with projection by link slot with beam end, and in column, through-thickness is provided with prestressed reinforcement, and prestressed reinforcement is anchored in beam through prestressed reinforcement perforation.
2. whole assembling frame system according to claim 1, is characterized in that: the link slot both sides of beam end have two junction plates that are provided with a plurality of connecting holes, establishes one or more muscle that hang between two junction plates, hangs muscle and the welding of two junction plates.
3. whole assembling frame system according to claim 2, is characterized in that: column upper protruding block below is provided with the gripper shoe for being connected with junction plate, and gripper shoe is provided with a plurality of installing holes, and installing hole and connecting hole quantity, position and size shape are all corresponding.
4. whole assembling frame system according to claim 1, is characterized in that: beam comprises reinforcing bar and concrete in beam; Beam is provided with a plurality of prestressed reinforcement jacks towards the end of column upper surface; In beam, reinforcing bar comprises the vertical muscle of beam and stirrup, and stirrup protrudes from the surface that beam is combined with floor; The vertical muscle of junction plate and beam connects as one.
5. whole assembling frame system according to claim 1, is characterized in that: in column, be cavity, in column thin-walled, along short transverse, be provided with a plurality of vertical muscle, vertical muscle protrudes from the upper and lower two ends of column for being connected with other building structural elements.
6. whole assembling frame system according to claim 5, is characterized in that: cavity cross section is circular, rectangle or polygon.
7. according to whole assembling frame system described in claim 1 to 6 any one, it is characterized in that: link slot is dovetail groove, dovetail groove or T connected in star or rectangular recess.
8. whole assembling frame system according to claim 3, is characterized in that: prestressed reinforcement perforation, installing hole and connecting hole are bar hole.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420001214.6U CN203716289U (en) | 2014-01-02 | 2014-01-02 | Overall fabricated type frame system |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420001214.6U CN203716289U (en) | 2014-01-02 | 2014-01-02 | Overall fabricated type frame system |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN203716289U true CN203716289U (en) | 2014-07-16 |
Family
ID=51155457
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201420001214.6U Expired - Lifetime CN203716289U (en) | 2014-01-02 | 2014-01-02 | Overall fabricated type frame system |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN203716289U (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103741792A (en) * | 2014-01-02 | 2014-04-23 | 王睿敏 | Whole assembly frame system and construction method thereof |
| CN104481147A (en) * | 2014-10-30 | 2015-04-01 | 中交四航局第三工程有限公司 | Rapid construction method for offshore reinforced concrete frame structure |
| CN106088330A (en) * | 2014-12-23 | 2016-11-09 | 中国建筑第八工程局有限公司 | The assembling frame beam printed based on 3D and the attachment structure of frame column and construction method thereof |
-
2014
- 2014-01-02 CN CN201420001214.6U patent/CN203716289U/en not_active Expired - Lifetime
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103741792A (en) * | 2014-01-02 | 2014-04-23 | 王睿敏 | Whole assembly frame system and construction method thereof |
| CN103741792B (en) * | 2014-01-02 | 2015-10-28 | 王睿敏 | Overall assembling frame system and construction method |
| CN104481147A (en) * | 2014-10-30 | 2015-04-01 | 中交四航局第三工程有限公司 | Rapid construction method for offshore reinforced concrete frame structure |
| CN106088330A (en) * | 2014-12-23 | 2016-11-09 | 中国建筑第八工程局有限公司 | The assembling frame beam printed based on 3D and the attachment structure of frame column and construction method thereof |
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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: 20150323 |
|
| 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: 20150323 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 CONSTRUCTION TECHNOLOGY CO.,LTD. Address before: 250001 Jianshe Road Century Park, Ji'nan City, Shandong province 15-2-1103 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 CONSTRUCTION TECHNOLOGY CO.,LTD. |
|
| CX01 | Expiry of patent term | ||
| CX01 | Expiry of patent term |
Granted publication date: 20140716 |