CN207244838U - Bean column node connects system and assembled wallboard - Google Patents
Bean column node connects system and assembled wallboard Download PDFInfo
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- CN207244838U CN207244838U CN201721200078.3U CN201721200078U CN207244838U CN 207244838 U CN207244838 U CN 207244838U CN 201721200078 U CN201721200078 U CN 201721200078U CN 207244838 U CN207244838 U CN 207244838U
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Abstract
The utility model provides a kind of bean column node connection system and assembled wallboard, is related to assembled arthitecutral structure technical field.Bean column node connection system includes the crossbeam and column being arranged in a mutually vertical manner, and crossbeam is arranged at the side of column, also, crossbeam is connected with column by reinforcing bar locking device；Reinforcing bar locking device includes first annular connection reinforcing bar, the second annular connection reinforcing bar and lock muscle；First annular connection reinforcing bar is arranged on crossbeam close to one end of column, second annular connection reinforcing bar is arranged on column, and, second annular connection reinforcing bar and first annular connection reinforcing bar are opposite arranged in a crossed manner, lock muscle is arranged on the infall that first annular connection reinforcing bar is connected reinforcing bar with the second annular, solves the big technical problem of Joint's connection fabrication complexity, installation inconvenience, the security risk of prefabricated concrete structure existing in the prior art, reinforcing bar locking device it is reasonable in design, connecting structure is simple, easy for installation, security reliability is high.
Description
Technical field
The utility model is related to assembled arthitecutral structure technical field, more particularly, to a kind of bean column node connect system and
Assembled wallboard.
Background technology
At present, in most engineering construction, cast-in-place concrete structure is still occupied an leading position, but its construction period
Long, efficiency is low, and construction quality is difficult to ensure that, cost is difficult to control, and in contrast, the advantage of precast concrete is just shown
Reveal and, during construction industry is to building industry Modernization Transition, the frequency that pre-cast building uses is more and more frequent, prefabricated
Building can save largely manually, and short construction period, and engineering strength is high, and construction waste material is few, and energy conservation and environmental protection, disclosure satisfy that
Standardized designs, batch production making, prefabricated construction, the building industrialization standard requirement of information system management, can form industry
The building system of change, thus develop very swift and violent.
Precast concrete refers to pouring location not at the construction field (site), first in factory or other places by concreting
Into single component, construction site is then transported to, multiple components are subjected to splicing assembling to form fabricated construction.In assembled
In structure, the connection mode between component determines the stability of structure entirety, and the connection of node mainly includes beam column and wallboard
Connection, the beam-to-column joint of frame structure is also referred to as bean column node or frame joint, refers mainly to what Vierendeel girder intersected with frame column
Joint cores and the beam-ends and styletable close to core space.
Due to the diversity of bean column node type of attachment, precast concrete does not have more mature connection side at present
Formula, the research on the connection of precast concrete bean column node is also in the exploratory stage both at home and abroad.According to prefabricated concrete structure
Form of construction work, the connection of its node can be divided into wet connection and involvement connects two kinds, the grout injection between two connecting elements
Or the connection mode of cast-in-place concrete is wet connection, wet connection generally use sleeve cementing operations, the construction of connection is complicated, and
Non-universal construction material has been used, and involvement connects, and is not required to cast-in-place concrete, its connection is the steel by being embedded in component
Plate or some steel parts, form by welding or being bolted, using welding or be bolted, poor seismic behavior, and installation accuracy
Height, virtually adds security risk.
Utility model content
The purpose of this utility model is to provide a kind of bean column node connection system and assembled wallboard, to solve existing skill
The technical problem that the Joint's connection fabrication of prefabricated concrete structure present in art is complicated, installation is inconvenient, security risk is big.
Bean column node connection system provided by the utility model includes the crossbeam and column being arranged in a mutually vertical manner, the crossbeam
The side of the column is arranged at, also, the crossbeam is connected with the column by reinforcing bar locking device；
The reinforcing bar locking device includes first annular connection reinforcing bar, the second annular connection reinforcing bar and lock muscle；
The first annular connection reinforcing bar is arranged on the crossbeam close to one end of the column, the second annular connection steel
Muscle is arranged on the column, also, the second annular connection reinforcing bar and the first annular connection reinforcing bar are opposite arranged in a crossed manner,
The lock muscle is arranged on the infall that the first annular connection reinforcing bar is connected reinforcing bar with the described second annular, also, the lock muscle
The first annular connection reinforcing bar can be connected reinforcing bar locking with the described second annular.
Further, the top of the crossbeam is equipped with negative reinforcement, the side that the negative reinforcement passes through mechanical anchor
Formula is connected with the top of the column.
Further, poured between the top and the crossbeam and the column of the crossbeam and the column mixed
Solidifying soil, the top for pouring face and being arranged on the negative reinforcement of the concrete.
Further, the vertical height of the upper surface of the crossbeam is identical with the vertical height of the upper surface of the column.
Further, the crossbeam includes at least one crossbeam unit, and a side of the crossbeam unit is equipped with extremely
Few first groove；
Walling is filled with first groove, the material of the walling includes air entrained concrete, foam concrete or guarantor
Adiabator.
Further, along the horizontal direction of the crossbeam unit, multiple crossbeam units by the first connection unit according to
It is secondary to be connected；
First connection unit include along the horizontal direction of the crossbeam unit set through the crossbeam unit
Reinforcing bar preformed hole and the reinforcing bar for being used to connect multiple crossbeam units being arranged in the reinforcing bar preformed hole.
Further, the column includes at least one column unit, and a side of the column unit is equipped with extremely
Few second groove；
Walling is filled with second groove, the material of the walling includes air entrained concrete, foam concrete or guarantor
Adiabator.
Further, along the longitudinal direction of the column unit, multiple column units by the second connection unit according to
It is secondary to be connected；
Second connection unit includes the spiral shell being arranged at along the longitudinal direction of the column unit on the column unit
Bolt connecting hole and the bolt for being used to connect multiple column units being inserted in the bolt connecting hole.
Further, the crossbeam is provided with multiple, and multiple crossbeams are disposed around the surrounding of the column.
Assembled wallboard provided by the utility model, including the bean column node company as any one of above-mentioned technical proposal
Welding system.
Bean column node connection system provided by the utility model includes crossbeam and column, and crossbeam and column are mutually perpendicular to set
Put, and crossbeam is arranged at the side of column, and crossbeam is connected with column, and the node connection of crossbeam and column is locked by reinforcing bar to be filled
Put to realize.Specifically, reinforcing bar locking device includes first annular connection reinforcing bar, the second annular connection reinforcing bar and lock muscle, leads to
Being fastenedly connected for bean column node can be realized by crossing reinforcing bar locking device, and first annular connection reinforcing bar is arranged on crossbeam close to the one of column
End, the second annular connection reinforcing bar are arranged on column so that first annular connection reinforcing bar is arranged on beam-ends, and the reinforcing bar of annular is easy to
Realize the reliability of connection, the second annular connection reinforcing bar and first annular connection reinforcing bar are opposite arranged in a crossed manner, and infall is provided with
Muscle is locked, first annular connection reinforcing bar can be connected reinforcing bar locking by lock muscle with the second annular, so as to fulfill reinforcing bar locking dress is utilized
Put to complete being fastenedly connected for bean column node.
It is middle compared with the prior art to use sleeve since the node that crossbeam and column are carried out using reinforcing bar locking device is connected
Grouting, connecting structure is simple, easy for installation, effectively reduces cost, and easy to produce, convenient construction, shortens construction period,
Improve production efficiency, reinforcing bar locking device it is reasonable in design, reduce production difficulty so that the connection peace of bean column node
It is complete reliable.
Brief description of the drawings
, below will be right in order to illustrate more clearly of the utility model embodiment or technical solution of the prior art
Embodiment or attached drawing needed to be used in the description of the prior art are briefly described, it should be apparent that, describe below
In attached drawing be the utility model some embodiments, for those of ordinary skill in the art, do not paying creativeness
On the premise of work, other attached drawings can also be obtained according to these attached drawings.
Fig. 1 is the structural representation for the first embodiment that the bean column node that the utility model embodiment provides connects system
Figure；
Fig. 2 is the structural representation for second of embodiment that the bean column node that the utility model embodiment provides connects system
Figure；
Fig. 3 is the structure diagram for the crossbeam that the bean column node that the utility model embodiment provides connects system；
Fig. 4 is the structure diagram for the column that the bean column node that the utility model embodiment provides connects system.
Icon：100- crossbeams；200- columns；300- reinforcing bar locking devices；400- negative reinforcements；500- pours face；
110- crossbeam units；The first grooves of 111-；The first connection units of 120-；121- reinforcing bar preformed holes；122- reinforcing bars；210- column lists
Member；The second grooves of 211-；The second connection units of 220-；221- bolt connecting holes；222- bolts；The first annular connection steel of 310-
Muscle；The annular connection reinforcing bars of 320- second；330- locks muscle.
Embodiment
The technical solution of the utility model is clearly and completely described below in conjunction with attached drawing, it is clear that described
Embodiment is the utility model part of the embodiment, instead of all the embodiments.Based on the embodiment in the utility model, sheet
Field those of ordinary skill all other embodiments obtained without making creative work, belong to this practicality
Novel protected scope.
, it is necessary to explanation in the description of the utility model, such as occur term " " center ", " on ", " under ", " left side ",
" right side ", " vertical ", " level ", " interior ", " outer " etc., orientation or position relationship indicated by it be based on orientation shown in the drawings or
Position relationship, is for only for ease of description the utility model and simplifies description, rather than indicates or imply signified device or member
Part must have specific orientation, with specific azimuth configuration and operation, therefore it is not intended that limitation to the utility model.
In addition, such as there is term " first ", " second ", " the 3rd " are only used for description purpose, and it is not intended that instruction or implying opposite
Importance.
, it is necessary to which explanation, unless otherwise clearly defined and limited, term such as occurs in the description of the utility model
" installation ", " connected ", " connection " should be interpreted broadly, for example, it may be fixedly connected or be detachably connected, or one
Connect body；Can mechanically connect or be electrically connected；It can be directly connected, can also be indirect by intermediary
It is connected, can is the connection inside two elements.For the ordinary skill in the art, on being understood with concrete condition
State concrete meaning of the term in the utility model.
Embodiment 1 and embodiment 2 are described in detail below in conjunction with the accompanying drawings：
Fig. 1 is the structural representation for the first embodiment that the bean column node that the utility model embodiment provides connects system
Figure；Fig. 2 is the structure diagram for second of embodiment that the bean column node that the utility model embodiment provides connects system；Figure
3 connect the structure diagram of the crossbeam of system for the bean column node that the utility model embodiment provides；Fig. 4 is real for the utility model
The structure diagram of the column of the bean column node connection system of example offer is provided.
Embodiment 1
Please with reference to Fig. 1-4, a kind of bean column node connection system is present embodiments provided, including be arranged in a mutually vertical manner
Crossbeam 100 and column 200, crossbeam 100 is arranged at the side of column 200, also, crossbeam 100 is locked with column 200 by reinforcing bar
Device 300 is connected, specifically：
Reinforcing bar locking device 300 includes first annular connection reinforcing bar the 310, second annular connection reinforcing bar 320 and lock muscle
330；
First annular connection reinforcing bar 310 is arranged on crossbeam 100 and is set close to one end of column 200, the second annular connection reinforcing bar 320
In on column 200, also, the second annular connection reinforcing bar 320 and first annular connection reinforcing bar 310 are relatively arranged in a crossed manner, lock muscle 330
The infall of reinforcing bar 320 is connected with the second annular arranged on first annular connection reinforcing bar 310, also, lock muscle 330 can be by the first ring
Shape connection reinforcing bar 310 is connected reinforcing bar 320 with the second annular and locks.
As shown in Figure 1, bean column node connection system includes crossbeam 100 and column 200, crossbeam 100 and column 200 mutually hang down
It is straight to set, and crossbeam 100 is arranged at the side of column 200, and crossbeam 100 is connected with column 200, crossbeam 100 and column 200
Node connection is realized by reinforcing bar locking device 300.Specifically, reinforcing bar locking device 300 includes first annular connection reinforcing bar
310th, the second annular connection reinforcing bar 320 and lock muscle 330, the fastening of bean column node can be realized by reinforcing bar locking device 300
Connection, first annular connection reinforcing bar 310 are arranged on crossbeam 100 and are arranged on close to one end of column 200, the second annular connection reinforcing bar 320
On column 200 so that first annular connection reinforcing bar 310 is arranged on beam-ends, and is easy to implement connection using annular connection reinforcing bar
Reliability, the second annular connection reinforcing bar 320 and first annular connection reinforcing bar 310 are relatively arranged in a crossed manner, and infall is provided with lock muscle
330, first annular connection reinforcing bar 310 can be connected reinforcing bar 320 with the second annular and locked by lock muscle 330, so as to fulfill steel is utilized
Muscle locking device 300 completes being fastenedly connected for bean column node.It is various to lock the structure type of muscle 330, specifically, lock muscle 330 can
Muscle 330 is locked using U-shaped, locking is convenient, or is connected intersecting for reinforcing bar 320 with the second annular to first annular connection reinforcing bar 310
Place is bound, to realize locking.
It is connected due to carrying out crossbeam 100 using reinforcing bar locking device 300 with the node of column 200, compared with the prior art
Middle to be in the milk using sleeve, connecting structure is simple, easy for installation, effectively reduces cost, and easy to produce, convenient construction, shortens
Construction period, improves production efficiency, reinforcing bar locking device 300 it is reasonable in design, reduce production difficulty so that beam
The connection of Column border node is safe and reliable.
It is connected between crossbeam 100 and column 200 by reinforcing bar locking device 300, first annular connection reinforcing bar 310 is used to support
The sagging moment that anti-crossbeam 100 is subject to, the hogging moment that crossbeam 100 is subject to are resisted by negative reinforcement 400, pass through sagging moment steel
The connection of muscle and negative reinforcement 400 and column 200, really realizes the reliability that crossbeam 100 is connected with 200 node of column, protects
Card connection meets structural requirement.Negative reinforcement 400 is arranged on the top of crossbeam 100, also, negative reinforcement 400 passes through machinery
The mode of anchoring is connected with the top of column 200, so that crossbeam 100 is formed effectively with column 200 by negative reinforcement 400
Connection, the local connection intensive close-packed unreasonable situation of reinforcing bar is improved using mechanical anchor, beam column is improved and intersects
The grip of concrete of node, so as to also save many raw material, has great economy and social value.
Crossbeam 100 and column 200 by after 400 anchor connection of reinforcing bar locking device 300 and negative reinforcement, it is necessary to pass through
Wet connection completes final node connection, so that connection structure is beautiful, dependable performance.Specifically, in crossbeam 100 and column 200
Top and crossbeam 100 and column 200 between poured concrete, the face 500 that pours of concrete is arranged on negative reinforcement
400 top, concreting to the top of negative reinforcement 400, to realize being fully sealed connection structure, ensures structure
Appearance and performance reach design requirement.
Crossbeam 100 is arranged at the side of column 200, the connection fingerboard end of usual bean column node and the connection of styletable, to make
Easy to connect, reduction material, the vertical height of the upper surface of crossbeam 100 is identical with the vertical height of the upper surface of column 200, i.e.,
The upper surface of crossbeam 100 and column 200 is in same horizontal line, and in connection, the second annular connection reinforcing bar 320 is arranged on column
End, is easy to implement the anchor connection of 100 negative reinforcement 400 of crossbeam and column 200, so as to reduce annular connection reinforcing bar and coagulation
Soil uses material.
In the alternative of the present embodiment, as shown in Fig. 2, crossbeam 100 is provided with multiple, multiple crossbeams 100 are disposed around vertical
The surrounding of column 200.Crossbeam 100 is connected using reinforcing bar locking device 300 with the node of column 200 to realize, with 200 phase of column
It is simple come connection structure using reinforcing bar locking device 300 in the case of crossbeam 100 even is a fairly large number of, it is easy to connect, compared to
Sleeve grouting advantage is more obvious.
In a kind of specific embodiment, as shown in figure 3, crossbeam 100 is Vierendeel girder, crossbeam 100 includes at least one horizontal stroke
Beam element 110, crossbeam 100 can be that the splicing of multiple crossbeam units 110 assembles, and be applied so as to fulfill modularized production, assembling
Work, saves substantial amounts of human resources, shortens construction period.Crossbeam unit 110 can reduce crossbeam 100 using tower structure
Dead weight, specifically, a side of crossbeam unit 110 is equipped with least one first groove 111, can be according to actual construction knot
Structure situation reasonably selects the quantity of the first groove 111, causes in the case of being met the requirements with the structure in guarantee crossbeam unit 110
The dead weight of crossbeam unit 110 is lighter.By opening up the first groove 111 in crossbeam unit 110, it can effectively mitigate crossbeam unit
110 dead weight, and the steel content of crossbeam unit 110 is reduced at the same time, so as to reduce building cost.
For ensure crossbeam unit 110 conduct oneself with dignity it is relatively low in the case of can realize the major function of crossbeam unit 110, the
Walling is filled with one groove 111.The material of walling can be reasonably selected according to the needs of actual construction structure, such as may be selected
Air entrained concrete, foam concrete or thermal insulation material, the material of air entrained concrete, foam concrete or thermal insulation material is lighter, energy
The dead weight of crossbeam unit 110 is enough reduced, can have crossbeam unit 110 by filling different wallings in the first groove 111
Standby different building function effect, so as to fulfill the function of crossbeam 100.
Crossbeam 100 can be that the splicing of multiple crossbeam units 110 assembles, specifically, along the transverse direction side of crossbeam unit 110
To multiple crossbeam units 110 are sequentially connected by the first connection unit 120.Multiple horizontal strokes are realized by the first connection unit 120
The lateral connection of beam element 110 so that crossbeam 100 can be extending transversely, to meet the construction demand of crossbeam 100.
Specifically, the first connection unit 120 includes reinforcing bar preformed hole 121 and reinforcing bar 122.Reinforcing bar preformed hole 121 is along horizontal stroke
The horizontal direction of beam element 110 is set through crossbeam unit 110, and reinforcing bar 122 can be arranged in two adjacent crossbeam units 110
Reinforcing bar preformed hole 121 in, reinforcing bar 122 can use deformed bar 122, with to crossbeam unit 110 carry out tensioning connection, ensure
Connection fastening, to ensure the reliability of connection, reinforcing bar preformed hole 121 can be multiple along the opposite both ends setting of crossbeam unit 110, and
It is also provided with one end of crossbeam unit 110 multiple, the quantity of reinforcing bar preformed hole 121 and position are needed according to actual building structure
Make choice, to ensure that the lateral connection of crossbeam unit 110 fastens.By reinforcing bar 122 is arranged in laterally set gradually it is more
In the reinforcing bar preformed hole 121 of a crossbeam unit 110, so as to complete the horizontally-spliced of crossbeam unit 110.
In another specific embodiment, as shown in figure 4, column 200 is frame column, column 200 includes at least one
Column unit 210, column 200 can be that the splicing of multiple column units 210 assembles, so as to fulfill modularized production, assembling
Construction, saves substantial amounts of human resources, shortens construction period.Column unit 210 can reduce column 200 using tower structure
Dead weight, specifically, a side of column unit 210 is equipped with least one second groove 211, can be according to actual construction
Structure situation reasonably selects the quantity of the second groove 211, makes in the case of being met the requirements with the structure in guarantee column unit 210
The dead weight for obtaining column unit 210 is lighter.By opening up the second groove 211 on column unit 210, it can effectively mitigate column list
The dead weight of member 210, and the steel content of column unit 210 is reduced at the same time, so as to reduce building cost.
For ensure column unit 210 conduct oneself with dignity it is relatively low in the case of can realize the major function of column unit 210, the
Walling is filled with two grooves 211.The material of walling can be reasonably selected according to the needs of actual construction structure, such as may be selected
Air entrained concrete, foam concrete or thermal insulation material, the material of air entrained concrete, foam concrete or thermal insulation material is lighter, energy
Enough reduce the dead weight of column unit 210.Can have column unit 210 by filling different wallings in the second groove 211
Standby different building function effect, so as to fulfill the function of column 200.
Column 200 can be that the splicing of multiple column units 210 assembles, specifically, along the longitudinal direction side of column unit 210
To multiple column units 210 are sequentially connected by the second connection unit 220.Realized by the second connection unit 220 multiple vertical
Pole unit 210 it is longitudinally connected so that column 200 can Longitudinal Extension, to meet the construction demand of column 200.
Specifically, the second connection unit 220 includes bolt connecting hole 221 and bolt 222.Bolt connecting hole 221 is along vertical
The longitudinal direction of pole unit 210 is arranged on column unit 210, and bolt 222 can be inserted in two adjacent column units 210
Bolt connecting hole 221 in, to oppose, pole unit 210 is bolted, and to ensure the reliability of connection, bolt 222 can adopt
With high-strength bolt 222, bolt connecting hole 221 can be multiple along the setting of the horizontal direction of column unit 210, and in column unit
210 opposite both ends be also provided with it is multiple, so as to the connection of the column unit 210 of longitudinal direction, and positioned at the vertical of building bottom
Pole unit 210, which is connected the quantity of bolt connecting hole 221 and position with the bolt of building foundation, to be needed according to actual building structure
Make choice, to ensure the longitudinally connected fastening of column unit 210.By bolt 222 is inserted in longitudinally set gradually it is more
In the bolt connecting hole 221 of a column unit 210, so as to complete the longitudinal spliced of column unit 210.
Embodiment 2
Present embodiments provide the bean column node connection system in a kind of assembled wallboard, including embodiment 1.Assembled wall
Plate can be the connection of multilayer crossbeam 100 and column 200, real by assembled wallboard to realize the variation of building body moulding
The function of now building.It is connected due to carrying out crossbeam 100 using reinforcing bar locking device 300 with the node of column 200, compared to existing
It is in the milk in technology using sleeve, connecting structure is simple, easy for installation, effectively reduces cost, and easy to produce, convenient construction,
Shorten construction period, improve production efficiency, reinforcing bar locking device 300 it is reasonable in design, reduce production difficulty, make
The connection for obtaining bean column node is safe and reliable.
Finally it should be noted that：Various embodiments above is only to illustrate the technical solution of the utility model, rather than it is limited
System；Although the utility model is described in detail with reference to foregoing embodiments, those of ordinary skill in the art should
Understand：It can still modify the technical solution described in foregoing embodiments, either to which part or whole
Technical characteristic carries out equivalent substitution；And these modifications or replacement, the essence of appropriate technical solution is departed from this practicality newly
The scope of each embodiment technical solution of type.
Claims (10)
1. a kind of bean column node connects system, it is characterised in that including the crossbeam (100) and column (200) being arranged in a mutually vertical manner,
The crossbeam (100) is arranged at the side of the column (200), also, the crossbeam (100) passes through with the column (200)
Reinforcing bar locking device (300) is connected；
The reinforcing bar locking device (300) include it is first annular connection reinforcing bar (310), second annular connection reinforcing bar (320) and
Lock muscle (330)；
The first annular connection reinforcing bar (310) is arranged on the crossbeam (100) close to one end of the column (200), and described the
Second ring connection reinforcing bar (320) is arranged on the column (200), also, the second annular connection reinforcing bar (320) and described the
One annular connection reinforcing bar (310) it is relatively arranged in a crossed manner, it is described lock muscle (330) be arranged on it is described it is first annular connection reinforcing bar (310) with
The infall of the second annular connection reinforcing bar (320), also, the lock muscle (330) can be by the first annular connection steel
Muscle (310) is connected reinforcing bar (320) locking with the described second annular.
2. bean column node according to claim 1 connects system, it is characterised in that the top of the crossbeam (100) is equipped with
Negative reinforcement (400), the negative reinforcement (400) are connected by way of mechanical anchor with the top of the column (200)
Connect.
3. bean column node according to claim 2 connects system, it is characterised in that the crossbeam (100) and the column
(200) concrete has been poured between top and the crossbeam (100) and the column (200), the concrete pours
Build the top that face (500) is arranged on the negative reinforcement (400).
4. bean column node according to claim 1 connects system, it is characterised in that the upper surface of the crossbeam (100)
Vertical height is identical with the vertical height of the upper surface of the column (200).
5. bean column node according to claim 1 connects system, it is characterised in that the crossbeam (100) includes at least one
A crossbeam unit (110), a side of the crossbeam unit (110) are equipped with least one first groove (111)；
Walling is filled with first groove (111), the material of the walling includes air entrained concrete, foam concrete or guarantor
Adiabator.
6. bean column node according to claim 5 connects system, it is characterised in that along the horizontal stroke of the crossbeam unit (110)
To direction, multiple crossbeam units (110) are sequentially connected by the first connection unit (120)；
First connection unit (120) includes running through the crossbeam along what the horizontal direction of the crossbeam unit (110) was set
The reinforcing bar preformed hole (121) of unit (110) and be arranged in the reinforcing bar preformed hole (121) be used for connect multiple horizontal strokes
The reinforcing bar (122) of beam element (110).
7. bean column node according to claim 1 connects system, it is characterised in that the column (200) includes at least one
A column unit (210), a side of the column unit (210) are equipped with least one second groove (211)；
Walling is filled with second groove (211), the material of the walling includes air entrained concrete, foam concrete or guarantor
Adiabator.
8. bean column node according to claim 7 connects system, it is characterised in that along the vertical of the column unit (210)
To direction, multiple column units (210) are sequentially connected by the second connection unit (220)；
Second connection unit (220) includes being arranged at the column unit along the longitudinal direction of the column unit (210)
(210) bolt connecting hole (221) on and be inserted in the bolt connecting hole (221) be used for connect multiple columns
The bolt (222) of unit (210).
9. the bean column node connection system according to any one of claim 1-8, it is characterised in that the crossbeam (100)
It is provided with multiple, multiple crossbeams (100) are disposed around the surrounding of the column (200).
10. a kind of assembled wallboard, it is characterised in that connected including bean column node as claimed in any one of claims 1-9 wherein
System.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721200078.3U CN207244838U (en) | 2017-09-19 | 2017-09-19 | Bean column node connects system and assembled wallboard |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721200078.3U CN207244838U (en) | 2017-09-19 | 2017-09-19 | Bean column node connects system and assembled wallboard |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN207244838U true CN207244838U (en) | 2018-04-17 |
Family
ID=61885402
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201721200078.3U Active CN207244838U (en) | 2017-09-19 | 2017-09-19 | Bean column node connects system and assembled wallboard |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN207244838U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111764509A (en) * | 2020-06-17 | 2020-10-13 | 江苏华源建筑设计研究院股份有限公司 | Reinforced concrete connecting joint with steel pipe core for prefabricated beam column and connecting method |
-
2017
- 2017-09-19 CN CN201721200078.3U patent/CN207244838U/en active Active
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111764509A (en) * | 2020-06-17 | 2020-10-13 | 江苏华源建筑设计研究院股份有限公司 | Reinforced concrete connecting joint with steel pipe core for prefabricated beam column and connecting method |
| CN111764509B (en) * | 2020-06-17 | 2022-07-08 | 江苏华源建筑设计研究院股份有限公司 | Reinforced concrete connecting joint with steel pipe core for prefabricated beam column and connecting method |
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