CN207419695U - One kind assembles the prefabricated whole beam column construction of concrete frame structure for " dry type " - Google Patents
One kind assembles the prefabricated whole beam column construction of concrete frame structure for " dry type " Download PDFInfo
- Publication number
- CN207419695U CN207419695U CN201721430807.4U CN201721430807U CN207419695U CN 207419695 U CN207419695 U CN 207419695U CN 201721430807 U CN201721430807 U CN 201721430807U CN 207419695 U CN207419695 U CN 207419695U
- Authority
- CN
- China
- Prior art keywords
- steel plate
- fitting
- prefabricated
- perforated steel
- plate built
- 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
- 238000010276 construction Methods 0.000 title claims abstract description 17
- 239000004567 concrete Substances 0.000 title claims abstract description 16
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 54
- 239000010959 steel Substances 0.000 claims abstract description 54
- 235000010627 Phaseolus vulgaris Nutrition 0.000 claims abstract description 24
- 244000046052 Phaseolus vulgaris Species 0.000 claims abstract description 24
- 229910001294 Reinforcing steel Inorganic materials 0.000 claims abstract description 7
- 238000005266 casting Methods 0.000 claims abstract description 7
- 238000012423 maintenance Methods 0.000 claims abstract description 4
- 238000007493 shaping process Methods 0.000 claims abstract description 4
- 230000002787 reinforcement Effects 0.000 claims description 6
- 238000013461 design Methods 0.000 claims description 4
- 238000003466 welding Methods 0.000 claims description 4
- 239000011148 porous material Substances 0.000 claims description 2
- 238000000034 method Methods 0.000 description 7
- 238000005516 engineering process Methods 0.000 description 4
- 238000009417 prefabrication Methods 0.000 description 3
- 238000012986 modification Methods 0.000 description 2
- 230000004048 modification Effects 0.000 description 2
- 239000011178 precast concrete Substances 0.000 description 2
- 238000012360 testing method Methods 0.000 description 2
- 238000005452 bending Methods 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 230000005484 gravity Effects 0.000 description 1
- 238000002360 preparation method Methods 0.000 description 1
- 230000003014 reinforcing effect Effects 0.000 description 1
- 238000010008 shearing Methods 0.000 description 1
Landscapes
- Joining Of Building Structures In Genera (AREA)
- Rod-Shaped Construction Members (AREA)
Abstract
The utility model provides a kind of prefabricated whole beam column construction for " dry type " assembling concrete frame structure, belongs to structural engineering field, including prefabricated whole bean column node, precast beam and prefabricated post.Prefabricated entirety bean column node is decussate texture, and one-piece casting maintains into, and decussate texture central part is core space, and lateral part is beam end components, longitudinal component is styletable component.Beam end components, styletable component are being respectively provided with perforated steel plate built-in fitting away from core space one end；Precast beam and prefabricated post pour maintenance shaping, and precast beam, the end of prefabricated post are respectively provided with perforated steel plate built-in fitting；It is connected between perforated steel plate built-in fitting by friction bolt, perforated steel plate built-in fitting is connected with the reinforcing steel bar in prefabricated whole bean column node or precast beam, prefabricated post.Prefabricated whole bean column node provided by the utility model and its linked system have better mechanical property, and execute-in-place is quick, facilitates construction.
Description
Technical field
The utility model belongs to structural engineering field, is related to a kind of prefabricated whole bean column node and its linked system, the section
Point assembles concrete frame structure for " dry type ".
Background technology
Currently, prefabricated concrete structure is broadly divided into assembled integral and prefabricated assembled two class.Assembled integral
Refer to by precast concrete or component is by reinforcing bar, connector or application prestressing force is connected and poured in place concrete
And form whole structure.Its main feature is that it is needed when assembling prefabricated components using the cast-in-place method in part, to strengthen crucial structure
Part or the globality at position, such as beam-ends or styletable.This method is also referred to as " half dry type " assembling, which can ensure to close
The mechanical characteristic of key component is equal to site concrete, has preferable anti-seismic performance.Shortcoming is there are wet construction, and construction process is opposite
Complexity, duration are longer.And prefabricated assembled refer to by built-in connection or apply in advance should by precast concrete or component
The structure that the modes such as power are assembled, and poured in place concrete is not required, therefore also referred to as " dry type " mounting technology.
For opposite " half dry type " technology, this method site operation is easier, and the duration is also short.But due to only relying on connector or pre-
Stress technique connects, and the anti-seismic performance of key member is poor.For example, when using traditional " dry type " mounting technology, it is prefabricated
Beams of concrete directly by connector or applies installed under prestressing in the both sides of prefabricated post.At this point, gravity laod or geological process
The maximal bending moment of generation is located at connecting portion, and the connecting portion lacks the continuous steel bar stress through node, can not fully support
Anti- unfavorable Moment, easily occurs brittle break, very unfavorable for structure safety.In this context, being badly in need of one kind can
To avoid such failure mode, there are excellent mechanical performances and facilitate " dry type " prefabrication and assembly construction joint form of construction, and pin
Rational connection mode is proposed to its feature.
Utility model content
The utility model is intended to provide a kind of prefabricated whole bean column node and its linked system, the node are used for " dry type "
Assemble concrete frame structure.Feature is that globality and mechanical property are good, and convenient for construction.
In order to achieve the above object, the technical solution of the utility model is：
One kind assembles the prefabricated whole beam column construction of concrete frame structure for " dry type ", including prefabricated whole beam column
Node, precast beam and prefabricated post.
The prefabricated whole bean column node is decussate texture, and one-piece casting maintains into, including core space, beam end components
With styletable component；Wherein, decussate texture central part is core space, and decussate texture lateral part is beam end components, longitudinal direction
Part is styletable component.Beam end components are setting the first perforated steel plate built-in fitting away from core space one end；Styletable component is separate
Core space one end sets the second perforated steel plate built-in fitting；First perforated steel plate built-in fitting and the second perforated steel plate built-in fitting are using weldering
The mode connect is connected with the reinforcing steel bar in prefabricated whole bean column node.
The precast beam and prefabricated post pours maintenance and is molded, end set the first perforated steel plate built-in fitting of precast beam,
The first perforated steel plate built-in fitting is connected by friction bolt with the first perforated steel plate built-in fitting of beam end components end；Prefabricated post
End set the second perforated steel plate built-in fitting, which passes through friction bolt and styletable ends
Second perforated steel plate built-in fitting connects.Precast beam, the first perforated steel plate built-in fitting of prefabricated column end and the second perforated steel plate are pre-
Embedded part is connected by the way of welding with the reinforcing steel bar in precast beam, prefabricated post.
The first perforated steel plate built-in fitting and the size and pore quantity of the second perforated steel plate built-in fitting are different.It is described
Core space, beam end components, styletable component, the size of precast beam and prefabricated post and arrangement of reinforcement situation calculated and determine according to design,
The size and arrangement of reinforcement situation of middle precast beam are consistent with beam end components, and size and arrangement of reinforcement situation and the styletable component of prefabricated post are protected
It holds consistent.
The beneficial effects of the utility model：
(1) there is better mechanical property.It is described in the utility model whole compared to the prefabricated assembled bean column node of tradition
Beam-ends, styletable and the shaping of joint cores formed by integrally casting of body formula bean column node, the continuously distributed steel bar stress of inside configuration,
The anti-seismic performance of node region is more preferable.The linked system by traditional connecting portion, from test piece end to test specimen, shift by middle part,
Weak link is avoided to be in worst moment of flexure and shearing action region, so as to improve the mechanical property of frame structure.
(2) execute-in-place is quick, facilitates construction.Prefabricated components are connected with built-in fitting using friction bolt, are eliminated at the scene
The wet constructions such as casting concrete, shorten the construction period, and improve efficiency.
Description of the drawings
Fig. 1 is the front view of prefabricated whole bean column node.
Fig. 2 is the side view of prefabricated whole bean column node.
Fig. 3 is the top view of prefabricated whole bean column node.
Fig. 4 is the front view of prefabricated whole bean column node linked system.
Fig. 5 is the side view of prefabricated whole bean column node linked system.
Fig. 6 is the top view of prefabricated whole bean column node linked system.
In figure：1 prefabricated whole bean column node；2 core spaces；3 beam end components；4 styletable components；5 precast beams；6 prefabricated posts；7
First perforated steel plate built-in fitting；8 second perforated steel plate built-in fittings；9 friction bolts.
Specific embodiment
The utility model specific implementation method is：
One kind assembles the prefabricated whole beam column construction of concrete frame structure for " dry type ", including prefabricated whole beam column
Node 1, precast beam 5 and prefabricated post 6.
The prefabricated whole bean column node 1 is decussate texture, and one-piece casting maintains into, including core space 2, beam end
Part 3 and styletable component 4；Wherein, decussate texture central part is core space 2, and decussate texture lateral part is beam end components
3rd, longitudinal component is styletable component 4.Beam end components 3 are setting the first perforated steel plate built-in fitting 7 away from 2 one end of core space；Styletable
Component 4 is setting the second perforated steel plate built-in fitting 8 away from 2 one end of core space.
The precast beam 5 and prefabricated post 6 pours maintenance shaping, and the first perforated steel plate of end set of precast beam 5 is pre-buried
Part 7, the first perforated steel plate built-in fitting 7 are connected by friction bolt 9 and the first perforated steel plate built-in fitting 7 of 3 end of beam end components
It connects；The second perforated steel plate of end set built-in fitting 8 of prefabricated post 6, the second perforated steel plate built-in fitting 8 by friction bolt 9 with
Second perforated steel plate built-in fitting 8 of 4 end of styletable component connects.
It is above-mentioned as follows for the prefabricated whole beam column construction preparation process of " dry type " assembling concrete frame structure：
(1) requirement is calculated according to design, prefabricated whole bean column node 1 is poured in factory for prefabrication.It, will in casting process
First perforated steel plate built-in fitting 7 and the second perforated steel plate built-in fitting 8 are embedded in beam end components 3 and column away from core space 2 respectively
End pieces 4.First perforated steel plate built-in fitting 7 and the second perforated steel plate built-in fitting 8 by the way of welding with prefabricated whole beam column
Reinforcing steel bar connection in node 1.
(2) requirement is calculated according to design, pours precast beam 5 and prefabricated post 6 in factory for prefabrication, while by other first
7 and second perforated steel plate built-in fitting 8 of perforated steel plate built-in fitting is embedded in the both ends of precast beam 5 and prefabricated post 6 respectively.Precast beam 5,
The the first perforated steel plate built-in fitting 7 and the second perforated steel plate built-in fitting 8 of 6 end of prefabricated post using welding by the way of with precast beam 5,
Reinforcing steel bar connection in prefabricated post 6.
(3) prefabricated whole bean column node 1, precast beam 5 and prefabricated post 6 are transported to construction site, first by prefabricated whole beam column
Node 1 is connected with mounted lower floor's prefabricated post 6, is concretely comprised the following steps：By the second band of 6 end of styletable component 4 and prefabricated post
The hole position alignment of hole steel plate built-in fitting 8, then penetrate the friction bolt 9 of high intensity in each hole position and screw.Repeat above step
Suddenly, until by upper strata prefabricated post 6, left and right sides precast beam 5 and prefabricated whole bean column node 1.
The above is only the preferred embodiment of the utility model, comes for those skilled in the art
It says, on the premise of the utility model principle is not departed from, can also make several improvements and modifications, these improvements and modifications should also regard
For the scope of protection of the utility model.
Claims (2)
1. one kind is for the prefabricated whole beam column construction of " dry type " assembling concrete frame structure, which is characterized in that described
Structure includes prefabricated whole bean column node (1), precast beam (5) and prefabricated post (6)；
The prefabricated whole bean column node (1) is decussate texture, and one-piece casting maintains into, including core space (2), beam end
Part (3) and styletable component (4)；Wherein, decussate texture central part is core space (2), and decussate texture lateral part is beam
End pieces (3), longitudinal component are styletable component (4)；Beam end components (3) are setting the first steel with holes away from core space (2) one end
Plate built-in fitting (7)；Styletable component (4) is setting the second perforated steel plate built-in fitting (8) away from core space (2) one end；First is with holes
Steel plate built-in fitting (7) and the second perforated steel plate built-in fitting (8) are connected with the reinforcing steel bar in prefabricated whole bean column node (1)；
The precast beam (5) and prefabricated post (6) pours maintenance shaping, and the first perforated steel plate of end set of precast beam (5) is pre-
Embedded part (7), the first perforated steel plate built-in fitting (7) are pre- by friction bolt 9 and first perforated steel plate of beam end components (3) end
Embedded part (7) connects；End set the second perforated steel plate built-in fitting (8) of prefabricated post (6), the second perforated steel plate built-in fitting (8)
It is connected by friction bolt 9 with the second perforated steel plate built-in fitting (8) of styletable component (4) end；Precast beam (5), prefabricated post (6)
The the first perforated steel plate built-in fitting (7) and the second perforated steel plate built-in fitting (8) of end and the increasing in precast beam (5), prefabricated post (6)
Strong bar connecting；
The first perforated steel plate built-in fitting (7) is different with the size and pore quantity of the second perforated steel plate built-in fitting (8)；Institute
The size of core space (2), beam end components (3), styletable component (4), precast beam (5) and prefabricated post (6) and arrangement of reinforcement situation root stated
It calculates and determines according to design, wherein the size of precast beam (5) and arrangement of reinforcement situation are consistent with beam end components (3), prefabricated post (6)
Size and arrangement of reinforcement situation are consistent with styletable component (4).
2. a kind of prefabricated whole beam column knot for " dry type " assembling concrete frame structure according to claim 1
Structure, which is characterized in that the first perforated steel plate built-in fitting (7) and the second perforated steel plate built-in fitting (8) are using welding
Mode is connected with reinforcing steel bar.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721430807.4U CN207419695U (en) | 2017-11-01 | 2017-11-01 | One kind assembles the prefabricated whole beam column construction of concrete frame structure for " dry type " |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721430807.4U CN207419695U (en) | 2017-11-01 | 2017-11-01 | One kind assembles the prefabricated whole beam column construction of concrete frame structure for " dry type " |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN207419695U true CN207419695U (en) | 2018-05-29 |
Family
ID=62309474
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201721430807.4U Active CN207419695U (en) | 2017-11-01 | 2017-11-01 | One kind assembles the prefabricated whole beam column construction of concrete frame structure for " dry type " |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN207419695U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107724528A (en) * | 2017-11-01 | 2018-02-23 | 大连理工大学 | One kind is used for the prefabricated overall beam column construction of " dry type " assembling concrete frame structure |
| CN110374205A (en) * | 2019-08-09 | 2019-10-25 | 昌大建筑科技有限公司 | A kind of concrete assembles the construction method of dry construction linked system entirely |
-
2017
- 2017-11-01 CN CN201721430807.4U patent/CN207419695U/en active Active
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107724528A (en) * | 2017-11-01 | 2018-02-23 | 大连理工大学 | One kind is used for the prefabricated overall beam column construction of " dry type " assembling concrete frame structure |
| CN110374205A (en) * | 2019-08-09 | 2019-10-25 | 昌大建筑科技有限公司 | A kind of concrete assembles the construction method of dry construction linked system entirely |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN110616808B (en) | Assembled floor type steel-wood combined node and assembling method thereof | |
| CN106894523B (en) | Connecting joint of rectangular steel pipe concrete column and steel reinforced concrete beam | |
| CN107724528A (en) | One kind is used for the prefabricated overall beam column construction of " dry type " assembling concrete frame structure | |
| CN107905363B (en) | A kind of full assembled concrete nodal point connecting and connection method based on energy consumption with shearing resistance | |
| CN110145023B (en) | Prefabricated assembled concrete rectangular beam column connection node | |
| CN103255841A (en) | Assembly-type concrete column-steel beam overhanging end plate type node connecting device | |
| CN106284655B (en) | Precast concrete beam stud connects connecting node and connection method | |
| CN109372130A (en) | The novel full assembly concrete shaped section steel frame node of one kind and its construction method | |
| CN109372129A (en) | The novel full assembly concrete frame joint of one kind and its construction method | |
| CN109914216B (en) | Assembled large-span ultra-high-performance concrete box girder combined node and connecting method thereof | |
| CN109057004A (en) | A kind of assembled steel-Combined concrete frame and its connection installation method | |
| CN108179842A (en) | A kind of assembled steel tube confined concrete models and its production technology | |
| CN103437493B (en) | Connecting node of prefabricated reinforced concrete beam and construction method of connecting node | |
| CN207419695U (en) | One kind assembles the prefabricated whole beam column construction of concrete frame structure for " dry type " | |
| CN208918018U (en) | A kind of prefabricated assembled concrete shock-resistant node | |
| CN212224234U (en) | Precast concrete beam column connection structure | |
| CN203440993U (en) | Connection joint of prefabricated reinforced concrete beam | |
| CN109162353A (en) | Steel concrete assembled connected node | |
| CN211007040U (en) | Beam column node in assembled concrete frame structure | |
| CN219157934U (en) | Assembled concrete self-resetting beam column node box type connection structure | |
| CN209742074U (en) | assembled frame beam column connected node | |
| CN113789854B (en) | Fully-assembled beam-column joint based on groove-type UHPC splicing component and manufacturing method thereof | |
| CN111877831B (en) | Assembled prefabricated column splicing type rigid connecting node and construction method | |
| CN208472942U (en) | A kind of Self-resetting frame structure | |
| CN209040286U (en) | Steel concrete assembled connected node |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant |