CN208668683U - Combined shear wall with built-in prestressed steel tube concrete frame with built-in steel plate - Google Patents
Combined shear wall with built-in prestressed steel tube concrete frame with built-in steel plate Download PDFInfo
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- 229910000831 Steel Inorganic materials 0.000 title claims abstract description 240
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- 210000002435 tendon Anatomy 0.000 claims abstract description 10
- 238000000034 method Methods 0.000 claims abstract description 9
- 229910001294 Reinforcing steel Inorganic materials 0.000 claims description 63
- 238000009826 distribution Methods 0.000 claims description 28
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- 229910052742 iron Inorganic materials 0.000 description 3
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- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 2
- 238000004873 anchoring Methods 0.000 description 1
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Abstract
内置预应力筋钢管混凝土边框内藏钢板组合剪力墙属于钢－混凝土组合剪力墙领域，由钢管混凝土边框柱、预应力筋、钢板和钢筋混凝土剪力墙组成。在剪力墙两端设置钢管混凝土边框柱；并在其内部设置预应力筋；在两钢管混凝土边框柱中间用钢板连接；绑扎剪力墙钢筋；将拉结筋穿过钢板，将两侧的钢筋相互连接；浇筑混凝土；采用后张法施加预应力即构成内置预应力筋钢管混凝土边框内藏钢板组合剪力墙。与普通钢管混凝土边框剪力墙及钢板剪力墙相比，承载能力提高，承载力和刚度衰减慢，后期抗震性能稳定，预应力筋的存在也使剪力墙具有可恢复性，减小整体结构的位移，抗震性能更为优越；无粘结预应力筋施工方便，可用于高层或大型复杂多层建筑中。
The built-in prestressed reinforced concrete-filled steel tube frame composite shear wall with built-in steel plate belongs to the field of steel-concrete composite shear walls, and is composed of concrete-filled steel tube frame columns, prestressed tendons, steel plates and reinforced concrete shear walls. Set up CFST frame columns at both ends of the shear wall; set up prestressed tendons inside; connect the two CFST frame columns with steel plates; bind the shear wall steel bars; pass the tie bars through the steel plates, and connect the The steel bars are connected to each other; concrete is poured; the post-tensioning method is used to apply prestress to form a composite shear wall with built-in prestressed reinforced concrete-filled steel tube frame and built-in steel plate. Compared with ordinary CFST frame shear wall and steel plate shear wall, the bearing capacity is improved, the bearing capacity and stiffness decay slowly, the seismic performance is stable in the later stage, and the existence of prestressed reinforcement also makes the shear wall recoverable and reduces the overall The displacement of the structure and the seismic performance are more superior; the unbonded prestressed tendons are easy to construct and can be used in high-rise or large complex multi-storey buildings.
Description
Technical field
The utility model is a kind of built-in steel plate combined shear wall of built-in presstressed reinforcing steel steel pipe concrete frame, belongs to building
Construction applications are a kind of Novel steel-combined concrete shears for improving and can partially restoring to deform after structural seismic performance and shake
Wall.
Background technique
China's high level and super high-rise building have developed rapidly, the super high-rise building in 8 degree of 300 meters of areas or more, 400 meters of 7 degree of areas with
On super high-rise building had become more common using the engineering of steel-concrete compound shear wall Core Walls Structure.Steel-concrete compound shear wall
It include that the steel such as fashioned iron, steel pipe, steel plate, diagonal brace and concrete are subjected to a variety of of various combination in the different parts of shear wall
The steel constructions such as steel plate can be built in shear wall by form.Increase steel pipe concrete frame column etc. in shear wall two sides, in this way
The anti-seismic performance of shear wall can be effectively improved, the disadvantages of corner concrete is easy to crack, frangible, still, general steel are improved
Pipe concrete frame compound shear wall concrete cracking is more early, and residual deformation is larger after concrete disintegrating is impaired is difficult to restore, and holds
Carrying power reduces, and the impaired reparation of shake back wall is more difficult, and the restorability for increasing shear wall can effectively improve shear wall and use the longevity
It is repaired after life and shake.
Increasing presstressed reinforcing steel in wall can make structure have certain restorability, and general Self-resetting shear wall is in wall
Presstressed reinforcing steel is added in body and connect wall with basis, is arranged by both ends foot at the bottom of the shear wall, medium position vertical
Energy-consuming parts other connection types such as set normally connecting for middle part and improve, and can reduce the remaining of wall in this way and become
Shape, but lateral resisting is insufficient.Currently, requirement of the national regulation to building is increasingly stringenter, now just towards self-healing requirement
Development, and skyscraper is also more and more, it is higher and higher to the performance requirement of shear wall, therefore be badly in need of researching and developing a kind of novel tool
There are certain recoverable function and the steel-concrete compound shear wall with preferable anti-seismic performance.
Summary of the invention
The utility model is for bearing capacity, the ductility, energy dissipation ability for solving irrecoverable in earthquake and shear wall
Insufficient problem.Steel pipe concrete frame combined concrete shear wall and presstressed reinforcing steel are combined, and arrange steel plate in wall,
Provide that a kind of structural seismic performance is preferable, with certain restorability can Novel steel-combined concrete shear wall, mainly
Shear wall structure or tube structure for skyscraper or large complicated tier building.
The technical solution adopted in the utility model is as follows:
The built-in built-in steel plate shear force wall of presstressed reinforcing steel steel pipe concrete frame, it is characterised in that: including concrete filled steel tube side
Frame column (1), presstressed reinforcing steel (2), steel plate (3) and reinforced concrete shear wall；Wall section be it is I-shaped, cut in armored concrete
Steel pipe concrete frame column (1) is arranged in power wall both ends；Presstressed reinforcing steel (2) is built in the built-in steel plate combination of steel pipe concrete frame
In the frame columns of shear wall；Wall direction steel plate (3) are arranged parallel to inside shear wall；In steel pipe concrete frame column (1)
It is welded between steel plate (3)；The two sides of steel plate (3) are arranged symmetrically to be made of horizontal distribution reinforcing bar (6) and vertical distribution bar (7)
Steel mesh, and the steel mesh of two sides socketed with socketing reinforcing bar (8) and reserving circular hole across steel plate (3)；Wall it is upper and lower
Top grid beam (9) and following grid beam or foundation beam (10) is arranged in position；By steel pipe concrete frame column (1), top grid beam (9),
Following grid beam or foundation beam (10) and the forming of reinforced concrete shear wall body disturbing concrete；It, will be pre- using post stretching after molding
Stress rib is stretched to design prestress value, and fixed with anchorage (4), that is, it is built-in to constitute built-in presstressed reinforcing steel steel pipe concrete frame
Steel plate combined shear wall.
Further, welding, steel mesh are all made of between steel plate (3), horizontal reinforcement (6) and steel pipe concrete frame column (1)
Gap between steel plate (3) will guarantee that pouring for concrete is unaffected.
Further, size of the steel pipe concrete frame column (1) in thickness of wall body direction is greater than thickness of wall body, and section form is
Round, rectangle or polygon, frame columns inside is using single-chamber body steel core concrete column or uses Multicarity concrete filled steel tube steel
Pipe concrete frame columns (1) upper end lower end is respectively protruding into top grid beam (9) and following grid beam or foundation beam (10).
Further, the presstressed reinforcing steel (2) is the prestress wire or prestressing force screw-thread steel of soap-free emulsion polymeization or part adhesive
Muscle directlys adopt finished product un-bonded prestressed steel strand, or completely cuts off concrete and steel in common steel strand wires housing bellows etc.
The method of the bonding of twisted wire is arranged in steel pipe concrete frame column (1) inside, and 1 or more is evenly arranged in frame columns in advance
Stress rib, the control stress for prestressing value of prestress wire are no less than 0.4 times of presstressed reinforcing steel ultimate strength standard value；It answers in advance
The tension stress controlling value of power spiral is not preferably less than 0.5 times of prestressing force spiral yield strength standard value.
Further, the anchorage (4) is divided into fixing end anchorage and stretching end anchorage, is separately fixed at steel pipe concrete frame
The both ends of column, are pressed on backing plate.
Further, the backing plate (5) is at steel pipe concrete frame column both ends, and pad is in anchorage in the following, its length and width dimensions is big
In the size of steel pipe, and the hole that reserved presstressed reinforcing steel passes through on backing plate.
Further, steel plate (3) thickness should ensure that and concrete pouring quality will not be made to reduce, and in arrangement tension rib
Position reserving hole；Steel tie (8) in the assembled wall passes through steel plate (3) reserved hole for the level of wallboard two sides
The reinforced mesh drawknot of distribution bar (6) and vertical distribution bar (7) composition gets up.
Further, the horizontal distribution reinforcing bar (6) of the assembled wall is connect with steel pipe concrete frame column (1)；Vertical point
Cloth reinforcing bar (7) upper end lower end is respectively protruding into the rigid connection carried out in top grid beam (9) and following grid beam or foundation beam (10)；It is perpendicular
It protrudes into top grid beam (9) and is rigidly connected to distribution bar (7) upper end, vertical distribution bar (7) lower end is respectively protruding into down
It is rigidly connected in frame beam or foundation beam (10).
Further, the top grid beam (9) and following grid beam or foundation beam (10) are reinforced beam, or mixed for fashioned iron
Solidifying Tu Liang, section is rectangle, concrete cast in situs.
The method of the preparation built-in built-in steel plate shear force wall of presstressed reinforcing steel steel pipe concrete frame, it is characterised in that:
Production order is as follows:
1) steel pipe concrete frame column (1), steel plate (3), backing plate (5) are made, is reserved on backing plate (5) across presstressed reinforcing steel
Circular hole, on steel plate (3) reserve across tension rib circular hole, backing plate (5) is welded on the upper of steel pipe concrete frame column (1)
Lower both ends, and steel plate and the steel pipe concrete frame column of two sides are welded；
2) presstressed reinforcing steel (2) are passed through into bellows, by the inside of steel pipe concrete frame column, the hole reserved from backing plate
It is pierced by, and is fixed in lower end with anchorage (4)；
3) reinforcing bar of the following grid beam of binding concrete or foundation beam (10), and steel plate-steel pipe with presstressed reinforcing steel is mixed
Solidifying soil frame, the vertical distribution bar of shear wall are inserted into the steel reinforcement cage of following grid beam or foundation beam (10), be poured following grid beam or
The concrete of foundation beam (10) guarantees that the anchorage of presstressed reinforcing steel bottom is close to lower part backing plate when pouring, after concrete curing consolidates,
Realize the bottom of following grid beam or foundation beam (10) and steel plate-steel pipe concrete frame, the vertical distribution bar of shear wall rigid
Property connection, presstressed reinforcing steel lower part is in fixing end；
4) production technique reinforcing bar (6), and horizontal reinforcement and steel core concrete column are welded；Pass through steel with steel tie (8)
The reserved circular hole of plate sockets the horizontal reinforcement (6) of steel plate two sides and longitudinal reinforcement (7) formation；
5) top grid beam (9) are made, makes itself and steel pipe concrete frame column (1), steel plate (3) and the vertical distribution bar of wallboard
(6) it is rigidly connected；
6) thickness of concrete cover, fixed steel pipe concrete frame are reserved by spacer in shear wall wallboard two sides
The position of bellows in column, and be allowed to keep vertical, the template of the concrete of branch casting later；
7) pour steel pipe concrete frame column (1), shear wall wallboard, top grid beam (9) concrete, poured in engineering
Any concrete cannot be had by placing in the bellows of presstressed reinforcing steel, be demoulded after molding.
8) after forming, check whether presstressed reinforcing steel keeps soap-free emulsion polymeization, part adhesive is cleared up if it exists, it is ensured that soap-free emulsion polymeization
Afterwards, using post stretching by tension of prestressed tendon to designing prestress value, and it is fixed with anchorage (4), form built-in prestressing force concrete steel
The built-in steel plate combined shear wall of pipe concrete frame.
The utility model is that presstressed reinforcing steel and the built-in steel plate combined shear wall of steel pipe concrete frame are composed pre- answer
The advantageous combination of power and steel-concrete combined structure is arranged in the biggish lower region of shear wall stress using by presstressed reinforcing steel
Steel pipe concrete frame column in construction, while giving full play to built-in steel plate concrete assembled wall board shock resistance,
Take full advantage of presstressed reinforcing steel energy dissipation and recoverable effect, avoid concrete wall cracking after, wall carrying
Power reduces rapidly.After adding presstressed reinforcing steel in the steel core concrete column of the novel compositions shear wall, have with lower stress and function
Energy feature: since prestress wire or high tensile reinforcement soap-free emulsion polymeization section are longer, even if the big steel pipe for shaking lower shear wall bottom is mixed
Solidifying soil frame close to the un-bonded prestressed steel strand or high tensile reinforcement when surrender, being arranged in steel pipe concrete frame also still in
Elasticity easily restores better function after shake.Under tensile load, pulling force is born by presstressed reinforcing steel first, until steel pipe zero stress state
Just start steel pipe and presstressed reinforcing steel and bear pulling force jointly, concrete filled steel tube stretcher strain reduction, steel pipe surrender delay, rod piece tension
Ability significantly improves, and after tension load removes, stretcher strain can partly or entirely restore, so that entire combined member be made to have
Functional restorability.
The steel core concrete column at wall both ends can effectively improve the anti-seismic performance of wall, in reinforced concrete shear wall
Middle increase steel plate, and closely connect steel plate with two sides reinforced concrete wall by tension rib, concrete panel can be effective
Constraint steel plate flat out-of-plane buckling, earthquake load input when, give full play to the deformation energy dissipation capacity of steel, effectively improve whole
The vertical bearing capacity of body component, steel plate and reinforced concrete wall are combined into an entirety, work together, and have complementary advantages.
The built-in built-in steel plate combined shear wall of presstressed reinforcing steel steel pipe concrete frame of the utility model is under geological process
With certain restorability.In seismic energy input, reinforced concrete wall panel starts to play and make as one of anti-vibration defense lines
The appearance in concrete wall crack is delayed with, steel pipe concrete frame and built-in steel plate, the prestressing force of application can be certain
The recoverable force for making wall in degree effectively reduces integrally-built displacement, improves concrete panel vertical bearing capacity and extensive
Multiple power.With the increase of input energy, concrete wall cracking, the close surrender of steel pipe concrete frame, steel pipe concrete frame
The displacement of wall still can be constrained also still in elasticity in the unbonded prestressing tendon of interior setting.Unbonded prestressing tendon and steel
Have between the built-in steel plate combined shear wall of pipe concrete frame it is good work together performance, unbonded prestressing tendon wall by
Elasticity is kept during power, the prestressing force of application can constrain the deformation of wall, and make wall that there is restorability, concrete wall
Relative shear sliding is substantially reduced, cracking dispersion, and bearing capacity, ductility and energy dissipation capacity are more mixed than normal concrete shear wall and fashioned iron
Solidifying soil shear wall is significantly improved, and later period anti-seismic performance is relatively stable, and prestressing without bondn post-tensioning is easy for construction, can be used for high level
Or in large complicated tier building.
Core lateral resisting component of the shear wall as building structure, improves the shock resistance of shear wall, also just improves
The shock resistance and restoring force of structure entirety, when building meet with violent earthquake when, can reduce its earthquake, after shake can part it is extensive
It is multiple.
Detailed description of the invention
Fig. 1 is the built-in steel plate combined shear wall elevational schematic view of built-in presstressed reinforcing steel steel pipe concrete frame
Fig. 2 is compound shear wall wall horizontal profile schematic diagram
Fig. 3 is vertical cross section schematic diagram at compound shear wall frame columns
Fig. 4 is compound shear wall wall vertical cross section schematic diagram
Attached drawing code name explanation: 1- steel pipe concrete frame column, 2- presstressed reinforcing steel, 3- steel plate, 4- anchorage, 5- backing plate, 6- water
Flat distribution bar, the vertical distribution bar of 7-, 8- steel tie, the top 9- grid beam, the following grid beam of 10- or foundation beam.
Specific embodiment
The utility model is described further combined with specific embodiments below:
The structural schematic diagram of built-in built-in one structural unit of steel plate combined shear wall of presstressed reinforcing steel steel pipe concrete frame
As shown in Figure 1, Figure 2, shown in Fig. 3 and Fig. 4.
The built-in built-in steel plate shear force wall of presstressed reinforcing steel steel pipe concrete frame, by steel pipe concrete frame column 1, presstressed reinforcing steel
2, steel plate 3 and reinforced concrete shear wall composition.Main feature are as follows: wall section be it is I-shaped, presstressed reinforcing steel is built in steel pipe
In the frame columns of the built-in steel plate combined shear wall of concrete frame.
" the built-in steel plate combined shear of steel pipe concrete frame " refers to by steel pipe concrete frame column 1, steel plate 3, water
The flat reinforcing bar 6 steel-concrete compound shear wall combined with longitudinal reinforcement 7.
" the built-in presstressed reinforcing steel steel pipe concrete frame " refers to that prestress wire 2 is placed on steel pipe concrete frame
In column 1, combined steel pipe concrete column is formed.
Size of the steel pipe concrete frame column 1 in thickness of wall body direction is greater than thickness of wall body, and section form can be
It is mixed Multicarity steel pipe can to can also be used using single-chamber body steel core concrete column inside frame columns for round, rectangle and polygon etc.
Solidifying soil can also add construction measure appropriate in portion in the cavity, such as weld stud, addition are vertically put more energy on steel pipe inner wall
Rib etc., upper end lower end are respectively protruding into top grid beam 9 and following grid beam or foundation beam 10, and steel strength takes Q345.
The presstressed reinforcing steel 2 is the prestress wire or prestressing force spiral of soap-free emulsion polymeization or part adhesive, can be direct
Using finished product un-bonded prestressed steel strand, the viscous of concrete and steel strand wires can also be completely cut off in common steel strand wires housing bellows etc.
The method of knot is arranged in inside steel pipe concrete frame column 1, and 1 or more presstressed reinforcing steels, Ying Caiyong can be arranged in frame columns
It is arranged symmetrically, partition, block board thickness and steel pipe consistency of thickness, two presstressed reinforcing steels should be added in centre when more presstressed reinforcing steels by arranging
The clear spacing of reserving hole channel is not preferably less than 50mm, and is not preferably less than 1.25 times of coarse aggregate size, in the steel core concrete column of two sides
Presstressed reinforcing steel arrangement should use identical set, and the control stress for prestressing value of prestress wire is no less than 0.4 times of prestressing force
Tendon exhaustion limits strength standard value, should not exceed 0.75 times of presstressed reinforcing steel ultimate strength standard value；The tensioning of prestressing force spiral
Stress Control value is not preferably less than 0.5 times of prestressing force spiral yield strength standard value, should not exceed 0.85 times of prestressing force screw thread
Reinforcement yielding strength standard value.
The anchorage 4 divides for fixing end anchorage and stretching end anchorage, is separately fixed at the both ends of steel pipe concrete frame column,
It is pressed on backing plate, fixing end uses Extrusion anchor ground tackle, uses steel anchoring cone for steel strand tension end, deformed bar is adopted
Use nut anchor.
The backing plate 5 is at steel pipe concrete frame column both ends, and pad is in anchorage in the following, its length and width dimensions is all larger than the ruler of steel pipe
Very little, thickness is not preferably less than 20mm, and steel strength takes Q345, and the hole that presstressed reinforcing steel passes through, bore hole size ratio are reserved on backing plate
The big 4mm or more of the diameter of presstressed reinforcing steel.
The steel plate 3 is welded with both sides steel pipe concrete frame column 1, is placed on the center of reinforced concrete wall, thickness
Should ensure that will not be such that concrete pouring quality reduces, and preferably with steel pipe consistency of thickness, arrangement tension rib position reserving hole.
The horizontal distribution reinforcing bar 6 of the assembled wall is connect with steel pipe concrete frame column 1；Vertical 7 upper end of distribution bar
Lower end is respectively protruding into top grid beam 9 and following grid beam or foundation beam 10 and is reliably rigidly connected, respectively to distributing reinforcement arrangement of reinforcement
Rate should be greater than 0.25%, and bar diameter is not preferably less than 16mm, select HRB400 grades of hot-rolled reinforced bars.
Steel tie 8 in the assembled wall passes through the reserved hole of steel plate 3 for the horizontal distribution reinforcing bar 6 of wallboard two sides
Get up with the reinforced mesh drawknot of vertical distribution bar 7 composition.
The top grid beam 9 and following grid beam or foundation beam 10 are reinforced beam, or are girder with rolled steel section en cased in concrete, section
For rectangle, concrete cast in situs.
Specifically, strength grade of concrete is not lower than C 40.
The built-in built-in steel plate combined shear wall of presstressed reinforcing steel steel pipe concrete frame, production order are as follows:
1) steel pipe concrete frame column (1), steel plate (3), backing plate (5) are made, is reserved on backing plate (5) across presstressed reinforcing steel
Circular hole, on steel plate (3) reserve across tension rib circular hole, backing plate (5) is welded on the upper of steel pipe concrete frame column (1)
Lower both ends, and steel plate and the steel pipe concrete frame column of two sides are welded；
2) presstressed reinforcing steel (2) are passed through into bellows, by the inside of steel pipe concrete frame column, the hole reserved from backing plate
It is pierced by, and is fixed in lower end with anchorage (4)；
3) reinforcing bar of the following grid beam of binding concrete or foundation beam (10), and steel plate-steel pipe with presstressed reinforcing steel is mixed
Solidifying soil frame, the vertical distribution bar of shear wall are inserted into the steel reinforcement cage of following grid beam or foundation beam (10), be poured following grid beam or
The concrete of foundation beam (10) guarantees that the anchorage of presstressed reinforcing steel bottom is close to lower part backing plate when pouring, after concrete curing consolidates,
Realize the bottom of following grid beam or foundation beam (10) and steel plate-steel pipe concrete frame, the vertical distribution bar of shear wall reliable
Rigid connection, presstressed reinforcing steel lower part is in fixing end；
4) production technique reinforcing bar (6), and horizontal reinforcement and steel core concrete column are welded；Pass through steel with steel tie (8)
The reserved circular hole of plate sockets the horizontal reinforcement (6) of steel plate two sides and longitudinal reinforcement (7) formation；
5) top grid beam (9) are made, makes itself and steel pipe concrete frame column (1), steel plate (3) and the vertical distribution bar of wallboard
(6) it is reliably rigidly connected；
6) thickness of concrete cover, fixed steel pipe concrete frame are reserved by spacer in shear wall wallboard two sides
The position of bellows in column, and be allowed to keep vertical, the template of the concrete of branch casting later；
7) pour steel pipe concrete frame column (1), shear wall wallboard, top grid beam (9) concrete, poured in engineering
Any concrete cannot be had by placing in the bellows of presstressed reinforcing steel, be demoulded after molding.
8) after forming, check whether presstressed reinforcing steel keeps soap-free emulsion polymeization, part adhesive should be cleared up suitably if it exists, it is ensured that
After soap-free emulsion polymeization, in construction enough construction spaces can be provided for tensioning equipment, use post stretching in the reserved construction hole of stretching end
By tension of prestressed tendon to designing prestress value, and it is fixed with anchorage (4), it is formed in built-in presstressed reinforcing steel steel pipe concrete frame
Hide steel plate combined shear wall.
It is an exemplary embodiments of the utility model above, the implementation of the utility model is without being limited thereto.
Claims (9)
- The built-in steel plate combined shear wall of presstressed reinforcing steel steel pipe concrete frame built in 1., it is characterised in that: including concrete filled steel tube Frame columns (1), presstressed reinforcing steel (2), steel plate (3) and reinforced concrete shear wall；Wall section be it is I-shaped, in armored concrete Steel pipe concrete frame column (1) is arranged in shear wall both ends；Presstressed reinforcing steel (2) is built in the built-in steel plate group of steel pipe concrete frame In the frame columns of combination shearing wall；Wall direction steel plate (3) are arranged parallel to inside shear wall；In steel pipe concrete frame column (1) it is welded between steel plate (3)；The two sides of steel plate (3) are arranged symmetrically by horizontal distribution reinforcing bar (6) and vertical distribution bar (7) The steel mesh of composition, and pass through steel plate (3) reserved circular hole with steel tie (8) and the steel mesh drawknot of two sides gets up；Wall Top grid beam (9) and following grid beam or foundation beam (10) is arranged in upper and lower position；By steel pipe concrete frame column (1), top grid beam (9), following grid beam or the forming of foundation beam (10) and reinforced concrete shear wall body disturbing concrete；After molding, using post stretching By tension of prestressed tendon to designing prestress value, and it is fixed with anchorage (4), that is, constitute built-in presstressed reinforcing steel steel pipe concrete frame Built-in steel plate combined shear wall.
- 2. the built-in steel plate combined shear wall of built-in presstressed reinforcing steel steel pipe concrete frame according to claim 1, feature It is: is all made of welding, steel mesh and steel plate between steel plate (3), horizontal distribution reinforcing bar (6) and steel pipe concrete frame column (1) (3) gap between will guarantee that pouring for concrete is unaffected.
- 3. the built-in steel plate combined shear wall of built-in presstressed reinforcing steel steel pipe concrete frame according to claim 1, feature Be: steel pipe concrete frame column (1) is greater than thickness of wall body in the size in thickness of wall body direction, and section form is round, rectangle Or polygon, frame columns inside is using single-chamber body steel core concrete column or uses Multicarity concrete filled steel tube concrete filled steel tube side Frame column (1) upper end lower end is respectively protruding into top grid beam (9) and following grid beam or foundation beam (10).
- 4. the built-in steel plate combined shear wall of built-in presstressed reinforcing steel steel pipe concrete frame according to claim 1, feature Be: the presstressed reinforcing steel (2) is the prestress wire or prestressing force spiral of soap-free emulsion polymeization or part adhesive, is directlyed adopt Finished product un-bonded prestressed steel strand, or completely cut off the side of the bonding of concrete and steel strand wires in common steel strand wires housing bellows Method is arranged in steel pipe concrete frame column (1) inside, 1 or more presstressed reinforcing steels, prestress steel is evenly arranged in frame columns The control stress for prestressing value of twisted wire is no less than 0.4 times of presstressed reinforcing steel ultimate strength standard value；Of prestressing force spiral Tensile stress controlling value is not preferably less than 0.5 times of prestressing force spiral yield strength standard value.
- 5. the built-in steel plate combined shear wall of built-in presstressed reinforcing steel steel pipe concrete frame according to claim 1, feature Be: the anchorage (4) is divided into fixing end anchorage and stretching end anchorage, is separately fixed at the both ends of steel pipe concrete frame column, It is pressed on backing plate.
- 6. the built-in steel plate combined shear wall of built-in presstressed reinforcing steel steel pipe concrete frame according to claim 5, feature Be: the backing plate (5) is at steel pipe concrete frame column both ends, and pad is in anchorage in the following, its length and width dimensions is all larger than the ruler of steel pipe It is very little, and the hole that reserved presstressed reinforcing steel passes through on backing plate.
- 7. the built-in steel plate combined shear wall of built-in presstressed reinforcing steel steel pipe concrete frame according to claim 1, feature Be: steel plate (3) thickness should ensure that and concrete pouring quality will not be made to reduce, and in the position preformed hole of arrangement tension rib Hole；Steel tie (8) passes through steel plate (3) reserved hole for the horizontal distribution reinforcing bar (6) of wallboard two sides and vertical distribution bar (7) the reinforced mesh drawknot formed gets up.
- 8. the built-in steel plate combined shear wall of built-in presstressed reinforcing steel steel pipe concrete frame according to claim 1, feature Be: horizontal distribution reinforcing bar (6) is connect with steel pipe concrete frame column (1)；Vertical distribution bar (7) upper end lower end is respectively protruding into The rigid connection carried out in top grid beam (9) and following grid beam or foundation beam (10)；Top is protruded into vertical distribution bar (7) upper end Grid beam is rigidly connected in (9), and vertical distribution bar (7) lower end is respectively protruding into following grid beam or foundation beam (10) and carries out just Property connection.
- 9. the built-in steel plate combined shear wall of built-in presstressed reinforcing steel steel pipe concrete frame according to claim 1, feature Be: the top grid beam (9) and following grid beam or foundation beam (10) are reinforced beam, or are girder with rolled steel section en cased in concrete, are cut Face is rectangle.
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Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
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| CN108678225A (en) * | 2018-06-29 | 2018-10-19 | 北京工业大学 | The built-in steel plate combined shear wall of built-in presstressed reinforcing steel steel pipe concrete frame and the practice |
| CN109869020A (en) * | 2019-04-02 | 2019-06-11 | 中交铁道设计研究总院有限公司 | Cast-in-place prestressed clear-water concrete elevated station ripple pane external wall structure and elevated station |
| CN110820996A (en) * | 2019-10-29 | 2020-02-21 | 北京工业大学 | Deformation controllable combined shear wall and manufacturing method thereof |
| CN114592746A (en) * | 2022-03-19 | 2022-06-07 | 北京工业大学 | An assembled L-shaped composite wallboard through-length force-transmitting steel plate self-tapping screw block connection structure and method |
| CN114856024A (en) * | 2022-04-28 | 2022-08-05 | 成都理工大学 | New self-resetting concrete shear wall and its construction method and application |
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2018
- 2018-06-29 CN CN201821023769.5U patent/CN208668683U/en not_active Expired - Fee Related
Cited By (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108678225A (en) * | 2018-06-29 | 2018-10-19 | 北京工业大学 | The built-in steel plate combined shear wall of built-in presstressed reinforcing steel steel pipe concrete frame and the practice |
| CN109869020A (en) * | 2019-04-02 | 2019-06-11 | 中交铁道设计研究总院有限公司 | Cast-in-place prestressed clear-water concrete elevated station ripple pane external wall structure and elevated station |
| CN109869020B (en) * | 2019-04-02 | 2023-10-31 | 中交铁道设计研究总院有限公司 | Corrugated pane outer wall structure of cast-in-situ prestressed bare concrete overhead station and overhead station |
| CN110820996A (en) * | 2019-10-29 | 2020-02-21 | 北京工业大学 | Deformation controllable combined shear wall and manufacturing method thereof |
| CN114592746A (en) * | 2022-03-19 | 2022-06-07 | 北京工业大学 | An assembled L-shaped composite wallboard through-length force-transmitting steel plate self-tapping screw block connection structure and method |
| CN114592746B (en) * | 2022-03-19 | 2024-03-22 | 北京工业大学 | Assembled L-shaped composite wallboard through-length force transmission steel plate self-tapping screw block connection structure and manufacturing method |
| CN114856024A (en) * | 2022-04-28 | 2022-08-05 | 成都理工大学 | New self-resetting concrete shear wall and its construction method and application |
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