CN209293239U - Reinforced concrete shear wall structure is filled out in a kind of municipal works ANALYSIS OF STEEL FRAMES WITH SEMI-RIGID CONNECTIONS - Google Patents
Reinforced concrete shear wall structure is filled out in a kind of municipal works ANALYSIS OF STEEL FRAMES WITH SEMI-RIGID CONNECTIONS Download PDFInfo
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- CN209293239U CN209293239U CN201821900329.3U CN201821900329U CN209293239U CN 209293239 U CN209293239 U CN 209293239U CN 201821900329 U CN201821900329 U CN 201821900329U CN 209293239 U CN209293239 U CN 209293239U
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Abstract
The utility model discloses fill out reinforced concrete shear wall structure in a kind of municipal works ANALYSIS OF STEEL FRAMES WITH SEMI-RIGID CONNECTIONS, it is related to technical field of building construction, including shear wall ontology, the shear wall ontology includes concrete walls and turning connection wall, the concrete walls include composite steel tube, lateral stressed reinforcing bar, Reinforcement, fireprotection layer and insulating layer, and the front end side of the concrete walls is flexibly connected with one end of turning connection wall.Reinforced concrete shear wall structure is filled out in the municipal works ANALYSIS OF STEEL FRAMES WITH SEMI-RIGID CONNECTIONS, one side turning connection wall can make shear wall ontology corner connection more conveniently and quickly, another aspect turning connection wall can guarantee shear wall ontology the phenomenon that the connection of corner is not in biggish gap and is not connected firmly, secondly fixture block can make to connect between turning connection wall and concrete walls stronger and conveniently, and furthermore lateral stressed reinforcing bar and Reinforcement can make shear wall ontology have better stressed effect.
Description
Technical field
The utility model relates to technical field of building construction, reinforcing bar is filled out in specially a kind of municipal works ANALYSIS OF STEEL FRAMES WITH SEMI-RIGID CONNECTIONS
Mixed mud shear wall structure.
Background technique
Recently as the quickening of urbanization process, executive information systems quantity is increasing.The multilayer that compares is built
Build, skyscraper not only carries bigger vertical load, while with the increase of height, by horizontal loading influenced also with
Increase, therefore executive information systems have higher requirement to the bearing capacity and deformability of vertical applied force component.It cuts
Power wall has very big vertical and horizontal loading bearing capacity because rigidity is big, it has also become mainly resists in executive information systems
Side force component.
A kind of Combined concrete disclosed in 207453188 U of Chinese utility model patent ublic specification of application CN
Shear wall, the combined concrete shear wall, although, the composite steel sleeve for being provided with non-metallic pipe and being set in outside non-metallic pipe
Pipe, non-metallic pipe inside are filled with marine sand concrete, carry out desalinating desalting processing, structure letter without the sea sand to pipe inner concrete
It is single, and saving manpower, cost are very low, have very high practical value, still, the combined concrete shear wall, stressed effect is not
Good, heat insulation effect is poor, and shear wall is bad in the splicing effect of corner, is easy to appear crack.
Currently, the existing concrete shear wall structure for construction, bearing is bad, and heat insulation effect is poor, and
Shear wall is bad in the splicing effect of corner, is easy to appear crack, inconvenient for use, is unfavorable for promoting the use of.
Utility model content
(1) the technical issues of solving
In view of the deficiencies of the prior art, the utility model provides that reinforcing bar is filled out in a kind of municipal works ANALYSIS OF STEEL FRAMES WITH SEMI-RIGID CONNECTIONS is mixed
Soil shear wall structure solves the existing concrete shear wall structure for construction, and bearing is bad, heat preservation effect
Fruit is poor, and shear wall is bad in the splicing effect of corner, is easy to appear crack, inconvenient for use, and be unfavorable for promoting the use of asks
Topic.
(2) technical solution
In order to achieve the above object, the utility model is achieved by the following technical programs: a kind of municipal works semi-rigid joint
Reinforced concrete shear wall structure, including shear wall ontology are filled out in steel frame, the shear wall ontology includes concrete walls and turns
Angle connection wall, the concrete walls include composite steel tube, lateral stressed reinforcing bar, Reinforcement, fireprotection layer and insulating layer, institute
The front end side for stating concrete walls is flexibly connected with one end of turning connection wall, and the both ends inner wall of the concrete walls and turning connect
The both ends inner wall for connecing wall is fixedly connected to fireprotection layer, and one end of the fireprotection layer is fixedly connected with one end of insulating layer, described
Composite steel tube is fixedly mounted on the inside of concrete walls, and the composite steel tube is no less than four, between multiple described composite steel tubes etc.
Away from the inside for being fixedly mounted on concrete walls, the lateral stressed reinforcing bar is located at the inside of concrete walls, the longitudinal stress steel
Muscle is located at the inside of concrete walls, the lateral stressed reinforcing bar and Reinforcement vertical distribution, the Reinforcement
There are two groups, Reinforcement described in two groups is located at the front and rear sides of lateral stressed reinforcing bar；
One end inner wall of the composite steel tube is fixedly connected with the first convex block, and the other end inner wall of the composite steel tube is fixed
It is connected with the second convex block, first convex block and the second convex block are less than four, and four first convex blocks and the second convex block divide
It is not fixedly mounted on equidistantly on the both ends inner wall of composite steel tube, is fixedly connected to first inside the both ends of the concrete walls
Bearing bar and the second bearing bar, first bearing bar and the second bearing bar have multiple, fixation inside the turning connection wall
Center steel pipe is installed, the leading exterior surface of the turning connection wall is fixedly connected with the first steel plate, the turning connection wall
The second steel plate is fixedly connected on the right side of one end, another section of middle part of the turning connection wall is fixedly connected with fixture block, the coagulation
The front end side of cob wall offers card slot.
Optionally, the inner hollow of the composite steel tube, the lateral stressed reinforcing bar run through the both ends of composite steel tube.
Optionally, the insulating layer has two layers, the rear and front end of composite steel tube one end with two layers of insulating layer respectively
It is fixedly connected.
Optionally, the Reinforcement is located at the side of composite steel tube, and first convex block and the second convex block interlock
It is distributed on the both ends inner wall of composite steel tube.
Optionally, first bearing bar and the second bearing bar cross arrangement are inside the both ends of concrete walls.
Optionally, it is fixedly connected on the upside of the right end of first steel plate with one end of turning connection wall.
Optionally, the card slot is adapted with fixture block, the inner hollow of the center steel pipe.
Optionally, the insulating layer is XPS insulating layer, and the fireprotection layer is fire prevention rockwool sandwich board.
Optionally, the length of first steel plate is greater than the length of the second steel plate, and first steel plate and concrete walls are wide
It spends identical.
Optionally, the front end of first steel plate and the second steel plate form fixing groove, the fixing groove and shear wall ontology
One end be adapted.
(3) beneficial effect
The utility model provides in a kind of municipal works ANALYSIS OF STEEL FRAMES WITH SEMI-RIGID CONNECTIONS and fills out reinforced concrete shear wall structure, has
Below the utility model has the advantages that
(1), reinforced concrete shear wall structure is filled out in the municipal works ANALYSIS OF STEEL FRAMES WITH SEMI-RIGID CONNECTIONS, one side turning connection wall can
So that shear wall ontology corner connection more conveniently and quickly, another aspect turning connection wall can guarantee shear wall sheet
For body the phenomenon that the connection of corner is not in biggish gap and is not connected firmly, secondly fixture block can make turning connection wall
Connected between concrete walls stronger and conveniently, furthermore lateral stressed reinforcing bar and Reinforcement can make shear wall sheet
Body has better stressed effect.
(2), fill out reinforced concrete shear wall structure in the municipal works ANALYSIS OF STEEL FRAMES WITH SEMI-RIGID CONNECTIONS, on the one hand the first bearing bar and
Second bearing bar cross arrangement can make the both ends of concrete walls be able to bear certain pressure, be not in damage and slight crack,
Another aspect composite steel tube bearing capacity is big, can greatly increase the bearing capacity of shear wall ontology, and secondly insulating layer can make to shear
Wall ontology has good heat insulation effect, and furthermore fireprotection layer can guarantee that shear wall ontology can effectively prevent the climing of the intensity of a fire
Prolong.
Detailed description of the invention
FIG. 1 is a schematic structural view of the utility model；
Fig. 2 is the cross-sectional view of the utility model concrete walls；
Fig. 3 is the utility model side view.
In figure: shear wall ontology 1, concrete walls 2, turning connection wall 3, composite steel tube 4, lateral stressed reinforcing bar 5, Zong Xiangshou
Power reinforcing bar 6, fireprotection layer 7, insulating layer 8, the first convex block 9, the second convex block 10, the first bearing bar 11, the second bearing bar 12, central steel
Pipe 13, the first steel plate 14, the second steel plate 15, fixture block 16, card slot 17.
Specific embodiment
The following will be combined with the drawings in the embodiments of the present invention, carries out the technical scheme in the embodiment of the utility model
Clearly and completely describe, it is clear that the described embodiments are only a part of the embodiments of the utility model, rather than whole
Embodiment.
In the description of the present invention, it should be understood that term " length ", " width ", "upper", "lower", " preceding ",
The orientation or positional relationship of the instructions such as " rear ", " right side ", "bottom", "inner", "outside" is to be based on the orientation or positional relationship shown in the drawings,
It is merely for convenience of describing the present invention and simplifying the description, rather than the device or element of indication or suggestion meaning must have
Specific orientation is constructed and operated in a specific orientation, therefore should not be understood as limiting the present invention.
In the present invention unless specifically defined or limited otherwise, term " setting ", " connected ", " connects " installation "
Connect ", the terms such as " fixation " shall be understood in a broad sense, for example, it may be being fixedly connected, may be a detachable connection；It can be machine
Tool connection；It can be directly connected, it can also be indirectly connected through an intermediary.For those of ordinary skill in the art and
Speech, can understand the concrete meaning of above-mentioned term in the present invention as the case may be.
In addition, term " first ", " second " are used for descriptive purposes only and cannot be understood as indicating or suggesting relative importance
Or implicitly indicate the quantity of indicated technical characteristic.Define " first " as a result, the feature of " second " can be expressed or
Implicitly include one or more of the features；The meaning of " plurality " is two or two in the description of the present invention,
More than, unless otherwise specifically defined.
Fig. 1-3 is please referred to, the utility model provides a kind of technical solution: filling out steel in a kind of municipal works ANALYSIS OF STEEL FRAMES WITH SEMI-RIGID CONNECTIONS
Muscle mixed mud shear wall structure, including shear wall ontology 1, shear wall ontology 1 include concrete walls 2 and turning connection wall 3, turning
Connection wall 3 can make shear wall ontology 1 corner connection more conveniently and quickly, turning connection wall 3 can guarantee to shear
For wall ontology 1 the phenomenon that the connection of corner is not in biggish gap and is not connected firmly, concrete walls 2 include clad steel
Pipe 4, lateral stressed reinforcing bar 5, Reinforcement 6, fireprotection layer 7 and insulating layer 8,4 bearing capacity of composite steel tube is big, can be significantly
Increase the bearing capacity of shear wall ontology 1, the front end side of concrete walls 2 is flexibly connected with one end of turning connection wall 3, concrete
The both ends inner wall of wall 2 and the both ends inner wall of turning connection wall 3 are fixedly connected to fireprotection layer 7, and fireprotection layer 7 can guarantee shear wall
Ontology 1 can effectively prevent the sprawling of the intensity of a fire, and one end of fireprotection layer 7 is fixedly connected with one end of insulating layer 8, and insulating layer 8 can
So that shear wall ontology 1 has good heat insulation effect, composite steel tube 4 is fixedly mounted on the inside of concrete walls 2, composite steel tube
4 are no less than four, and multiple composite steel tubes 4 are equidistantly fixedly mounted on the inside of concrete walls 2, and lateral stressed reinforcing bar 5 is located at mixed
The inside of solidifying cob wall 2, Reinforcement 6 are located at the inside of concrete walls 2, and lateral stressed reinforcing bar 5 hangs down with Reinforcement 6
Straight distribution, lateral stressed reinforcing bar 5 and Reinforcement 6 can make shear wall ontology 1 have better stressed effect, longitudinal
Steel bar stress 6 has two groups, and two groups of Reinforcements 6 are located at the front and rear sides of lateral stressed reinforcing bar 5；
One end inner wall of composite steel tube 4 is fixedly connected with the first convex block 9, and the other end inner wall of composite steel tube 4 is fixedly connected
There is the second convex block 10, the first convex block 9 and the second convex block 10 are less than four, and four the first convex blocks 9 and the second convex block 10 are respectively etc.
Spacing is fixedly mounted on the both ends inner wall of composite steel tube 4, and the first bearing bar is fixedly connected to inside the both ends of concrete walls 2
11 and second bearing bar 12, the first bearing bar 11 and the second bearing bar 12 have multiple, are fixedly mounted inside turning connection wall 3
There is center steel pipe 13, the leading exterior surface of turning connection wall 3 is fixedly connected with the first steel plate 14, and one end of turning connection wall 3 is right
Side is fixedly connected with the second steel plate 15, and the inner surface of composite steel tube 4 and center steel pipe 13 is fixedly connected with matcoveredn, protective layer
For anti-corrosion protective layer, after the inside placing concrete for preventing composite steel tube 4 and center steel pipe 3, the time, concrete corroded too long
Composite steel tube 4 and center steel pipe 13 damage composite steel tube 4 and center steel pipe 13, another section of middle part of turning connection wall 3
It is fixedly connected with fixture block 16, fixture block 16 can make to connect between turning connection wall 3 and concrete walls 2 stronger and conveniently, mix
The front end side of solidifying cob wall 2 offers card slot 17.
A kind of optional technical solution as the utility model: the inner hollow of composite steel tube 4, it is convenient in composite steel tube 4
Inside placing concrete, lateral stressed reinforcing bar 5 run through composite steel tube 4 both ends.
A kind of optional technical solution as the utility model: insulating layer 8 has two layers, and two layers of 8 heat insulation effect of insulating layer is more
Good, the rear and front end of composite steel tube 4 is fixedly connected with one end of two layers of insulating layer 8 respectively.
A kind of optional technical solution as the utility model: Reinforcement 6 is located at the side of composite steel tube 4, the
One convex block 9 and the second convex block 10 are interspersed on the both ends inner wall of composite steel tube 4, and concrete perfusion is solidifying in composite steel tube 4
After Gu, fix the inner wall of composite steel tube 4 with concrete better.
A kind of optional technical solution as the utility model: 12 cross arrangement of the first bearing bar 11 and the second bearing bar
Inside the both ends of concrete walls 2, the both ends of concrete walls 2 is made to be able to bear certain pressure, is not in damage and slight crack.
A kind of optional technical solution as the utility model: right end upside and the turning connection wall 3 of the first steel plate 14
One end is fixedly connected, convenient to be adapted to the first steel plate 14.
A kind of optional technical solution as the utility model: card slot 17 is adapted with fixture block 16, center steel pipe 13 it is interior
Portion is hollow, facilitates the inside concrete perfusion to center steel pipe 13.
A kind of optional technical solution as the utility model: insulating layer 8 is XPS insulating layer, and XPS insulation board is exactly extrusion molding
Formula polystyrene heat insulating board, it is to add other supplementary materials and polymer by raw material of polystyrene resin, by adding
Hot mixing injecting catalyst simultaneously, then extrusion molding extrusion molding and the rigid foam plate that manufactures, XPS have perfect closed pore
Honeycomb, this structure allow XPS plate to have extremely low water imbibition (hardly absorb water), low thermal conductivity coefficient, high pressure resistance, anti-aging
Property (normal use is almost without aging decomposition), fireprotection layer 7 be fire prevention rockwool sandwich board.
A kind of optional technical solution as the utility model: the length of the first steel plate 14 is greater than the length of the second steel plate 15
Degree, the first steel plate 14 and concrete walls 2 are of same size, facilitate one end of the first steel plate 14 and the second steel plate 15 and concrete walls 2
Connection.
A kind of optional technical solution as the utility model: the front end of the first steel plate 14 and the second steel plate 15 composition are solid
Determine slot, fixing groove is adapted with one end of shear wall ontology 1, and one end of concrete walls 2 is facilitated to access the inside of fixing groove.
In conclusion reinforced concrete shear wall structure is filled out in the municipal works ANALYSIS OF STEEL FRAMES WITH SEMI-RIGID CONNECTIONS, in use, user
Turning connection wall 3 is installed in 2 one end of concrete walls for being routed to corner, fixture block 16 is made to be caught in the inside of card slot 13, then will
One end of another concrete walls 2 is connect with the fixing groove that the first steel plate 14 and the second steel plate 15 form, can be so that two coagulations
Cob wall 2 is attached in corner, and convenient and fast connection, is not in biggish gap, and fireprotection layer 7 is fire prevention rock wool sandwiching
Plate, fire prevention rockwool sandwich board and its production technology, which realize, is in the factory combined into rock wool and steel plate by the equipment automated
One entirety, to change the mode that former rock wool plate needs scene compound, meeting, building heat preserving is heat-insulated, insulates against sound, and prevents
Under the premise of fire etc. requires, high-quality, efficient, reliable, safe target is more reached, fire prevention rockwool sandwich board is widely used in steel knot
Structure workshop, the roofing of simple prefabricated house, wall, the furred ceiling of air cleaning room and partition.
It should be noted that in the present invention unless specifically defined or limited otherwise, fisrt feature is in the second spy
It can be that the first and second features directly contact or the first and second features are connect indirectly by intermediary "above" or "below" sign
Touching.Moreover, fisrt feature can be above the second feature " above ", " above " and " above " fisrt feature right above second feature or
Oblique upper, or first feature horizontal height is merely representative of higher than second feature.Fisrt feature second feature " under ", " lower section "
" following " can be fisrt feature and be directly under or diagonally below the second feature, or is merely representative of first feature horizontal height and is less than
Second feature.
The preferable specific embodiment of the above, only the utility model, but the protection scope of the utility model is not
It is confined to this, anyone skilled in the art is within the technical scope disclosed by the utility model, practical according to this
Novel technical solution and its utility model design are subject to equivalent substitution or change, should all cover the protection model in the utility model
Within enclosing.
Claims (10)
1. reinforced concrete shear wall structure is filled out in a kind of municipal works ANALYSIS OF STEEL FRAMES WITH SEMI-RIGID CONNECTIONS, including shear wall ontology (1), it is described
Shear wall ontology (1) includes concrete walls (2) and turning connection wall (3), it is characterised in that: the concrete walls (2) include multiple
Close steel pipe (4), lateral stressed reinforcing bar (5), Reinforcement (6), fireprotection layer (7) and insulating layer (8), the concrete walls
(2) front end side is flexibly connected with one end of turning connection wall (3), and the both ends inner wall of the concrete walls (2) and turning connect
The both ends inner wall for connecing wall (3) is fixedly connected to fireprotection layer (7), and one end of the fireprotection layer (7) and the one end of insulating layer (8) are solid
Fixed connection, the composite steel tube (4) are fixedly mounted on the inside of concrete walls (2), and the composite steel tube (4) is no less than four,
Multiple composite steel tubes (4) are equidistantly fixedly mounted on the inside of concrete walls (2), and the lateral stressed reinforcing bar (5) is located at
The inside of concrete walls (2), the Reinforcement (6) are located at the inside of concrete walls (2), the lateral stressed reinforcing bar
(5) and Reinforcement (6) vertical distribution, the Reinforcement (6) have two groups, Reinforcement described in two groups
(6) front and rear sides of lateral stressed reinforcing bar (5) are located at；
One end inner wall of the composite steel tube (4) is fixedly connected with the first convex block (9), in the other end of the composite steel tube (4)
Wall is fixedly connected with the second convex block (10), and first convex block (9) and the second convex block (10) are less than four, four described first
Convex block (9) and the second convex block (10) are equidistantly fixedly mounted on respectively on the both ends inner wall of composite steel tube (4), the concrete walls
(2) be fixedly connected to the first bearing bar (11) and the second bearing bar (12) inside both ends, first bearing bar (11) and
Second bearing bar (12) has multiple, is fixedly installed with center steel pipe (13) inside the turning connection wall (3), the turning connects
The leading exterior surface for connecing wall (3) is fixedly connected with the first steel plate (14), is fixedly connected on the right side of one end of the turning connection wall (3)
Have the second steel plate (15), another section of middle part of the turning connection wall (3) is fixedly connected with fixture block (16), the concrete walls
(2) front end side offers card slot (17).
2. reinforced concrete shear wall structure is filled out in a kind of municipal works ANALYSIS OF STEEL FRAMES WITH SEMI-RIGID CONNECTIONS according to claim 1,
Be characterized in that: the inner hollow of the composite steel tube (4), the lateral stressed reinforcing bar (5) run through the both ends of composite steel tube (4).
3. reinforced concrete shear wall structure is filled out in a kind of municipal works ANALYSIS OF STEEL FRAMES WITH SEMI-RIGID CONNECTIONS according to claim 1,
Be characterized in that: the insulating layer (8) has two layers, the rear and front end of the composite steel tube (4) respectively with two layers of insulating layer (8) one
End is fixedly connected.
4. reinforced concrete shear wall structure is filled out in a kind of municipal works ANALYSIS OF STEEL FRAMES WITH SEMI-RIGID CONNECTIONS according to claim 1,
Be characterized in that: the Reinforcement (6) is located at the side of composite steel tube (4), first convex block (9) and the second convex block
(10) it is interspersed on the both ends inner wall of composite steel tube (4).
5. reinforced concrete shear wall structure is filled out in a kind of municipal works ANALYSIS OF STEEL FRAMES WITH SEMI-RIGID CONNECTIONS according to claim 1,
Be characterized in that: first bearing bar (11) and (12) cross arrangement of the second bearing bar are inside the both ends of concrete walls (2).
6. reinforced concrete shear wall structure is filled out in a kind of municipal works ANALYSIS OF STEEL FRAMES WITH SEMI-RIGID CONNECTIONS according to claim 1,
It is characterized in that: being fixedly connected on the upside of the right end of first steel plate (14) with one end of turning connection wall (3).
7. reinforced concrete shear wall structure is filled out in a kind of municipal works ANALYSIS OF STEEL FRAMES WITH SEMI-RIGID CONNECTIONS according to claim 1,
Be characterized in that: the card slot (17) is adapted with fixture block (16), the inner hollow of the center steel pipe (13).
8. reinforced concrete shear wall structure is filled out in a kind of municipal works ANALYSIS OF STEEL FRAMES WITH SEMI-RIGID CONNECTIONS according to claim 1,
Be characterized in that: the insulating layer (8) is XPS insulating layer, and the fireprotection layer (7) is fire prevention rockwool sandwich board.
9. reinforced concrete shear wall structure is filled out in a kind of municipal works ANALYSIS OF STEEL FRAMES WITH SEMI-RIGID CONNECTIONS according to claim 1,
Be characterized in that: the length of first steel plate (14) is greater than the length of the second steel plate (15), first steel plate (14) and coagulation
Cob wall (2) is of same size.
10. reinforced concrete shear wall structure is filled out in a kind of municipal works ANALYSIS OF STEEL FRAMES WITH SEMI-RIGID CONNECTIONS according to claim 1,
Be characterized in that: the front end and the second steel plate (15) of first steel plate (14) form fixing groove, the fixing groove and shear wall sheet
One end of body (1) is adapted.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201821900329.3U CN209293239U (en) | 2018-11-19 | 2018-11-19 | Reinforced concrete shear wall structure is filled out in a kind of municipal works ANALYSIS OF STEEL FRAMES WITH SEMI-RIGID CONNECTIONS |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201821900329.3U CN209293239U (en) | 2018-11-19 | 2018-11-19 | Reinforced concrete shear wall structure is filled out in a kind of municipal works ANALYSIS OF STEEL FRAMES WITH SEMI-RIGID CONNECTIONS |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN209293239U true CN209293239U (en) | 2019-08-23 |
Family
ID=67643848
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201821900329.3U Expired - Fee Related CN209293239U (en) | 2018-11-19 | 2018-11-19 | Reinforced concrete shear wall structure is filled out in a kind of municipal works ANALYSIS OF STEEL FRAMES WITH SEMI-RIGID CONNECTIONS |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN209293239U (en) |
-
2018
- 2018-11-19 CN CN201821900329.3U patent/CN209293239U/en not_active Expired - Fee Related
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