CN206016058U - A kind of shaped steel or normal concrete beams exist the discrepancy in elevation larger when continuous beam - Google Patents
A kind of shaped steel or normal concrete beams exist the discrepancy in elevation larger when continuous beam Download PDFInfo
- Publication number
- CN206016058U CN206016058U CN201621049515.1U CN201621049515U CN206016058U CN 206016058 U CN206016058 U CN 206016058U CN 201621049515 U CN201621049515 U CN 201621049515U CN 206016058 U CN206016058 U CN 206016058U
- Authority
- CN
- China
- Prior art keywords
- concrete
- beams
- axil
- muscle
- stirrup
- 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.)
- Active
Links
- 239000004567 concrete Substances 0.000 title claims abstract description 74
- 229910000831 Steel Inorganic materials 0.000 title claims abstract description 55
- 239000010959 steel Substances 0.000 title claims abstract description 55
- 210000003205 muscle Anatomy 0.000 claims abstract description 35
- UUTKICFRNVKFRG-WDSKDSINSA-N (4R)-3-[oxo-[(2S)-5-oxo-2-pyrrolidinyl]methyl]-4-thiazolidinecarboxylic acid Chemical compound OC(=O)[C@@H]1CSCN1C(=O)[C@H]1NC(=O)CC1 UUTKICFRNVKFRG-WDSKDSINSA-N 0.000 claims abstract description 33
- 230000006978 adaptation Effects 0.000 claims description 4
- 239000000203 mixture Substances 0.000 claims 1
- 230000000694 effects Effects 0.000 abstract description 6
- 238000005452 bending Methods 0.000 abstract description 3
- 241000196324 Embryophyta Species 0.000 description 2
- 230000015271 coagulation Effects 0.000 description 2
- 238000005345 coagulation Methods 0.000 description 2
- 238000005516 engineering process Methods 0.000 description 2
- 239000011150 reinforced concrete Substances 0.000 description 2
- 235000010627 Phaseolus vulgaris Nutrition 0.000 description 1
- 244000046052 Phaseolus vulgaris Species 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000013663 muscle adaptation Effects 0.000 description 1
Abstract
The utility model discloses a kind of shaped steel or normal concrete beams exist the discrepancy in elevation larger when continuous beam, including beams of concrete and beam column, the beams of concrete and the beam-to-column joint, axil is provided between the beams of concrete and the beam column, one group of vertical muscle is embedded with the axil, and the midaxilla is additionally provided with one group of stirrup being adapted to the vertical muscle, is provided with beam muscle in the beam column, one group of stirrup through hole is offered on the beam muscle, is provided with stiffening plate between the beams of concrete and the beam column.The shaped steel or normal concrete beams exist the discrepancy in elevation larger when continuous beam by increase axil way, midaxilla indulges the intensity that the cooperation of muscle and stirrup considerably increases structure in groups, axil is welded with beams of concrete or plant anchor, form beam column rigid joint, realize the effect of transfer column bending square, it is ensured that there is reliable intensity and preferable load bearing effect after the beams of concrete connection with difference in height.
Description
Technical field
This utility model is related to continuous beam field, specially a kind of shaped steel or normal concrete beams exist the discrepancy in elevation larger when
Continuous beam.
Background technology
When shaped steel or normal concrete beams have the larger discrepancy in elevation, at bean column node, larger moment of flexure can be produced to capital, led
Node is caused to be easily damaged, the technological means for being adopted when shaped steel is processed or normal concrete beams connect at present can not be passed well
Nodal moment is passed, the problem of building bearing capacity difference is caused.
Utility model content
The purpose of this utility model is to provide a kind of shaped steel or normal concrete beams exist the discrepancy in elevation larger when continuous beam,
To solve the problems, such as to propose in above-mentioned background technology.
For achieving the above object, this utility model provides following technical scheme：A kind of shaped steel or normal concrete beams are present
The continuous beam when discrepancy in elevation is larger, including beams of concrete and beam column, the beams of concrete and the beam-to-column joint, the concrete
Axil is provided between beam and the beam column, one group of vertical muscle in the axil, is embedded with, the midaxilla is additionally provided with one group and is indulged with described
The stirrup of muscle adaptation, is provided with beam muscle, offers one group of stirrup through hole, the beams of concrete on the beam muscle in the beam column
Stiffening plate is provided with and the beam column between.
Preferably, the beams of concrete has two kinds of girder with rolled steel section en cased in concrete and normal concrete beams, the girder with rolled steel section en cased in concrete
Interior energetically rib and shape steel web are set, offer one group of beam muscle through hole on the shape steel web.
Preferably, when the girder with rolled steel section en cased in concrete is coordinated with girder with rolled steel section en cased in concrete and beam column, in the shaped steel in low side
Dabbing is provided with one side position of beams of concrete upper position and the beam column, and position is in the steel reinforced concrete in low side
Axil is provided between beam and the beam column, and the top in the axil is provided with vertical stirrup at the top of a group, the middle part in the axil
It is provided with vertical stirrup in the middle part of in the of a group, the bottom in the axil is provided with one group of horizontal hoop, the top vertical stirrup, described
Middle part vertical stirrup, the horizontal hoop are adapted to the vertical muscle.
Preferably, when the girder with rolled steel section en cased in concrete is coordinated with normal concrete beams and beam column, in the common of low side
Axil is provided between beams of concrete and the girder with rolled steel section en cased in concrete.
Preferably, the beam muscle is adapted to the beam muscle through hole being arranged on the shape steel web, and the stirrup is passed through
Perforation is adapted to the stirrup.
Compared with prior art, the beneficial effects of the utility model are：The shaped steel or normal concrete beams exist the discrepancy in elevation compared with
By increasing the way of axil, midaxilla indulges the intensity that the cooperation of muscle and stirrup considerably increases structure to continuous beam when big in groups,
Axil is welded with beams of concrete or plant anchor, is formed beam column rigid joint, is realized the effect of transfer column bending square, it is ensured that with height
There is reliable intensity and preferable load bearing effect after the beams of concrete connection of degree difference.
Description of the drawings
Fig. 1 is the structural representation that this utility model girder with rolled steel section en cased in concrete, girder with rolled steel section en cased in concrete and beam column coordinate.
Fig. 2 is the structural representation that this utility model girder with rolled steel section en cased in concrete, normal concrete beams and beam column coordinate.
Sectional views of the Fig. 3 for the vertical muscle and stirrup cooperation of this utility model midaxilla.
In figure：1st, girder with rolled steel section en cased in concrete, 2, beam column, 3, normal concrete beams, 4, axil, 5, vertical muscle, 6, top vertical stirrup,
7th, middle part vertical stirrup, 8, horizontal hoop, 9, dabbing, 10, strength rib, 11, shape steel web, 12, beam muscle, 13, beam muscle through hole,
14th, stirrup through hole, 15, stiffening plate.
Specific embodiment
Below in conjunction with the accompanying drawing in this utility model embodiment, the technical scheme in this utility model embodiment is carried out
Clearly and completely describe, it is clear that described embodiment is only a part of embodiment of this utility model, rather than whole
Embodiment.Embodiment in based on this utility model, those of ordinary skill in the art are not under the premise of creative work is made
The every other embodiment for being obtained, belongs to the scope of this utility model protection.
Fig. 1-3 are referred to, this utility model provides a kind of technical scheme：There is the discrepancy in elevation in a kind of shaped steel or normal concrete beams
Continuous beam when larger, including beams of concrete and beam column 2, the beams of concrete is connected with the beam column 2, the beams of concrete
Be provided with axil 4 and the beam column 2 between, in the axil 4, be embedded with one group of vertical muscle 5, be additionally provided with the axil 4 one group with described
The stirrup of the adaptation of vertical muscle 5, is provided with beam muscle 12 in the beam column 2, offers one group of stirrup through hole 14, institute on the beam muscle 12
State and between beams of concrete and the beam column 2, be provided with stiffening plate 15, the beams of concrete has girder with rolled steel section en cased in concrete 1 and common coagulation
3 two kinds of native beam, arranges energetically rib 10 and shape steel web 11 in the girder with rolled steel section en cased in concrete 1, opens up on the shape steel web 11
There is one group of beam muscle through hole 13, when the girder with rolled steel section en cased in concrete 1 is coordinated with girder with rolled steel section en cased in concrete 1 and beam column 2, be in low side
2 one side position of 1 upper position of girder with rolled steel section en cased in concrete and the beam column on be provided with dabbing 9, position is in low side
Axil 4 is provided between girder with rolled steel section en cased in concrete 1 and the beam column 2, and the top in the axil 4 is provided with vertical stirrup 6 at the top of a group,
Middle part in the axil 4 is provided with vertical stirrup 7 in the middle part of in the of a group, and the bottom in the axil 4 is provided with one group of horizontal hoop 8, institute
State top vertical stirrup 6, the middle part vertical stirrup 7, the horizontal hoop 8 to be adapted to the vertical muscle 5, the shaped steel coagulation
When native beam 1 is coordinated with normal concrete beams 3 and beam column 2, in the normal concrete beams 3 in low side and the steel reinforced concrete
Axil 4 is provided between beam 1, and the beam muscle 12 is adapted to the beam muscle through hole 13 being arranged on the shape steel web 11, institute
State stirrup through hole 14 to be adapted to the stirrup.
Operation principle：Using the shaped steel or normal concrete beams exist the discrepancy in elevation larger when continuous beam when, by increase
The way of axil 4, in axil 4, the cooperation of vertical muscle 5 and stirrup considerably increases the intensity of structure in groups, and axil 4 is welded with beams of concrete
Or plant anchor, beam column rigid joint is formed, the effect of transfer column bending square is realized, it is ensured that the beams of concrete with difference in height connects
There is after connecing reliable intensity and preferable load bearing effect.
While there has been shown and described that embodiment of the present utility model, for the ordinary skill in the art,
Be appreciated that these embodiments can be carried out multiple changes in the case of without departing from principle of the present utility model and spirit, repair
Change, replace and modification, scope of the present utility model is defined by the appended claims and the equivalents thereof.
Claims (5)
1. a kind of shaped steel or normal concrete beams exist the discrepancy in elevation larger when continuous beam, including beams of concrete and beam column（2）, its
It is characterised by：The beams of concrete and the beam column（2）Connection, the beams of concrete and the beam column（2）Between be provided with axil
（4）, the axil（4）One group vertical muscle is inside embedded with（5）, the axil（4）In be additionally provided with one group with the vertical muscle（5）The hoop of adaptation
Muscle, the beam column（2）Beam muscle is inside provided with（12）, the beam muscle（12）On offer one group of stirrup through hole（14）, described mixed
Solidifying Tu Liang and the beam column（2）Between be provided with stiffening plate（15）.
2. a kind of shaped steel according to claim 1 or normal concrete beams exist the discrepancy in elevation larger when continuous beam, its feature
It is：The beams of concrete has girder with rolled steel section en cased in concrete（1）And normal concrete beams（3）Two kinds, the girder with rolled steel section en cased in concrete（1）Interior
Energetically rib is set（10）And shape steel web（11）, the shape steel web（11）On offer one group of beam muscle through hole（13）.
3. a kind of shaped steel according to claim 2 or normal concrete beams exist the discrepancy in elevation larger when continuous beam, its feature
It is：The girder with rolled steel section en cased in concrete（1）With girder with rolled steel section en cased in concrete（1）And beam column（2）During cooperation, mix in the shaped steel in low side
Solidifying Tu Liang（1）Upper position and the beam column（2）Dabbing is provided with one side position（9）, position is in the type in low side
Steel concrete beam（1）With the beam column（2）Between be provided with axil（4）, the axil（4）Interior top is provided with the top of one group vertically
Stirrup（6）, the axil（4）Interior middle part is provided with vertical stirrup in the middle part of in the of a group（7）, the axil（4）Interior bottom is provided with one
Group horizontal hoop（8）, the top vertical stirrup（6）, the middle part vertical stirrup（7）, the horizontal hoop（8）With described
Vertical muscle（5）Adaptation.
4. a kind of shaped steel according to claim 3 or normal concrete beams exist the discrepancy in elevation larger when continuous beam, its feature
It is：The girder with rolled steel section en cased in concrete（1）With normal concrete beams（3）And beam column（2）During cooperation, in the common mixed of low side
Solidifying Tu Liang（3）With the girder with rolled steel section en cased in concrete（1）Between be provided with axil（4）.
5. a kind of shaped steel according to claim 4 or normal concrete beams exist the discrepancy in elevation larger when continuous beam, its feature
It is：The beam muscle（12）Be arranged on the shape steel web（11）On the beam muscle through hole（13）Adaptation, the stirrup
Through hole（14）It is adapted to the stirrup.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201621049515.1U CN206016058U (en) | 2016-09-12 | 2016-09-12 | A kind of shaped steel or normal concrete beams exist the discrepancy in elevation larger when continuous beam |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201621049515.1U CN206016058U (en) | 2016-09-12 | 2016-09-12 | A kind of shaped steel or normal concrete beams exist the discrepancy in elevation larger when continuous beam |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN206016058U true CN206016058U (en) | 2017-03-15 |
Family
ID=58259653
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201621049515.1U Active CN206016058U (en) | 2016-09-12 | 2016-09-12 | A kind of shaped steel or normal concrete beams exist the discrepancy in elevation larger when continuous beam |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN206016058U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113513030A (en) * | 2021-07-19 | 2021-10-19 | 上海建工一建集团有限公司 | Double-pile one-column joint construction method for solving height difference of reverse-construction floor |
-
2016
- 2016-09-12 CN CN201621049515.1U patent/CN206016058U/en active Active
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113513030A (en) * | 2021-07-19 | 2021-10-19 | 上海建工一建集团有限公司 | Double-pile one-column joint construction method for solving height difference of reverse-construction floor |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN202055373U (en) | Combined structure of double-steel-plate sandwich concrete wall and square steel tube concrete | |
| CN203200914U (en) | Steel structure socle outward exposed connecting structure | |
| CN105821750B (en) | A kind of precast prestressed T plate and its application method | |
| CN206736731U (en) | Bridge construction bracket | |
| CN204899204U (en) | Mouthful structure concrete structure's of department a template system fetches earth among reverse construction method | |
| CN203201018U (en) | Composite beam of hollow ring-shaped profile steel and reinforced concrete | |
| CN206016058U (en) | A kind of shaped steel or normal concrete beams exist the discrepancy in elevation larger when continuous beam | |
| CN102409848A (en) | Construction molding methods for light-weight ribbed floorslab and light-weight ribbed floor | |
| CN204081070U (en) | A kind of large span steel frame beam cantilevered structure | |
| CN105369745A (en) | Bridge support exchanging and lifting reaction frame | |
| CN107587606A (en) | High performance concrete chain type combining structure | |
| CN204311776U (en) | A kind of integrated lightweight steel construction room of antidetonation | |
| CN204435927U (en) | A kind of Strengthening by Steel-Packing post pre-applied force device | |
| CN204000885U (en) | Metro Deep Excavation concrete support hangs mould mould | |
| CN207987777U (en) | A kind of high pier girder steel pushing tow support device | |
| CN105858501A (en) | Self-attaching tower crane provided with foundation underpinning device and construction method thereof | |
| CN103015628A (en) | Built-in honeycomb steel plate steel-encased high-intensity concrete combined beam | |
| CN202249004U (en) | Improved steel structure plant structure | |
| CN202787563U (en) | Combined steel plate shear wall | |
| CN105133788A (en) | CFST-RC horizontal batten plate-lattice column structure and construction method thereof | |
| CN204850148U (en) | Shear force wall with continuous zigzag lacing wire structure | |
| CN204609002U (en) | Profile steel concrete column and prestressed girder frame joint | |
| CN208815672U (en) | The connecting joint structure of circular steel tube concrete column and reinforced beam | |
| CN202990196U (en) | Partially prestressed prefabricated thin plate | |
| CN106812249A (en) | A kind of steelframe for building and shear wall |
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: 510290 No. 483, Nanzhou Road, Haizhu District, Guangzhou City, Guangdong Province Patentee after: Guangdong Urban and Rural Planning and Design Institute Technology Group Co.,Ltd. Country or region after: China Address before: 510290 No. 483, Nanzhou Road, Haizhu District, Guangzhou City, Guangdong Province Patentee before: Guangdong urban and rural planning and Design Institute Co.,Ltd. Country or region before: China Address after: 510290 No. 483, Nanzhou Road, Haizhu District, Guangzhou City, Guangdong Province Patentee after: Guangdong urban and rural planning and Design Institute Co.,Ltd. Country or region after: China Address before: General Engineer's Office, 11th Floor, Nanzhou Building, No. 483 Nanzhou Road, Zhuhai City, Guangdong Province, 510290 Patentee before: GUANGDONG URBAN & RURAL PLANNING AND DESIGN INSTITUTE Country or region before: China |