CN107237426A - A kind of multiple constraint armored concrete pillar wall construction, structural system and its engineering method - Google Patents
A kind of multiple constraint armored concrete pillar wall construction, structural system and its engineering method Download PDFInfo
- Publication number
- CN107237426A CN107237426A CN201710452936.1A CN201710452936A CN107237426A CN 107237426 A CN107237426 A CN 107237426A CN 201710452936 A CN201710452936 A CN 201710452936A CN 107237426 A CN107237426 A CN 107237426A
- Authority
- CN
- China
- Prior art keywords
- wall
- steel
- concrete
- steel framework
- framework cylinder
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Granted
Links
Classifications
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B2/00—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
- E04B2/56—Load-bearing walls of framework or pillarwork; Walls incorporating load-bearing elongated members
- E04B2/64—Load-bearing walls of framework or pillarwork; Walls incorporating load-bearing elongated members with elongated members of concrete
- E04B2/68—Load-bearing walls of framework or pillarwork; Walls incorporating load-bearing elongated members with elongated members of concrete made by filling-up wall cavities
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Buildings Adapted To Withstand Abnormal External Influences (AREA)
Abstract
A kind of multiple constraint armored concrete pillar wall construction, structural system and its engineering method, the pillar wall construction includes monolithic wall or is formed by connecting by two panels above monolithic wall, wall steel framework tin and the connector of the two row above of a row or interval setting set in wall steel framework cylinder along its short transverse that monolithic wall is enclosed by steel plate, the two ends of connector are connected to the front and rear sides of wall steel framework cylinder, the inside of wall steel framework cylinder is separated into the sleeper space being connected, insertion sleeper steel reinforcement cage is correspondingly provided with each sleeper space, formed by integrally casting has walls concrete in sleeper space, horizontal lateral partitions are fixedly connected with the inside of the node district of the wall steel framework cylinder.Light weight of the present invention, intensity is big, and energy dissipation capacity is strong, and most work can be completed by method for prefabricating, shortens the duration and improves construction quality, is easy to high-altitude application, with preferable anti-seismic performance.
Description
Technical field
The present invention relates to a kind of multiple constraint armored concrete pillar wall construction, structural system and its construction method.
Background technology
With the development of Building technology, the increase of structure height, it is vertical that the bottom shear wall of high-rise building to be born
Load is increasing, in order to ensure the ductility of shear wall, it is necessary to strictly control the axial compression ratio of shear wall, at this moment must increase wall
Thickness, but wall is blocked up can increase dead load, decreases effective usable floor area and complexity of constructing, therefore armored concrete
The building of shear wall structure is in the total height of structure and spatially by a definite limitation, although steel construction shear wall can solve this and ask
Topic, but steel using amount is too high can increase cost, and there is also some shortcomings for itself.
Therefore the double-layer plate compound shear wall for combining the concrete filled of two kinds of common stress of material arises at the historic moment.It is double-deck
Steel plate combined shear wall is a kind of new anti-side being used in high-rise building steel structure proposed on the basis of steel plate shear force wall
Power component.It is linked together steel plate with concrete filled by connector using double-layer plate as original paper is accepted substantially, week
Side is connected with steel frame.Connector can effectively suppress the outside flexing of steel plate, and concrete filled plate then can effectively prevent steel plate
Inside flexing.So in compound shear wall, steel plate can be prevented effectively from the generation of flexing unstability, the high-strength material performance of steel
Also fully played.
But the phenomenon of local buckling can still occur under reciprocal earthquake for double-layer plate compound shear wall in actual applications；
Concrete filled only enters row constraint by out of plane constraint steel plate simultaneously, and the advantage such as vertical bearing capacity, ductility and energy dissipation capacity is not
Substantially.
The content of the invention
It is an object of the invention to provide a kind of multiple constraint armored concrete pillar wall construction, structural system and its engineering method,
The technical problem of phenomenon of local buckling can still be occurred under reciprocal earthquake by solving existing double-layer plate compound shear wall；
Concrete filled is solved simultaneously only enters row constraint by out of plane constraint steel plate, the advantage such as vertical bearing capacity, ductility and energy dissipation capacity
And unconspicuous technical problem.
To achieve the above object, the present invention is adopted the following technical scheme that：
A kind of multiple constraint armored concrete pillar wall construction, including wall, the wall are more than monolithic wall or two panels single
Yi word pattern wall, L-type wall, T-shaped wall or cross wall that piece wall is formed by connecting, the monolithic wall are shaped as yi word pattern wall or arc
Wall, the monolithic wall is the wall steel framework cylinder enclosed by steel plate and set in wall steel framework cylinder along its short transverse one
Row or the connector for being arranged at intervals the two row above, the two ends of the connector be connected to by the front and rear sides of wall steel framework cylinder,
The inside of wall steel framework cylinder is separated into the sleeper space being connected, each sleeper space and is correspondingly provided with insertion sleeper reinforcing bar
There is formed by integrally casting in cage, the sleeper space is fixedly connected with water on the inside of walls concrete, the node district of the wall steel framework cylinder
Flat lateral partitions.
The wall steel framework cylinder includes side plate and two panels left side plate before and after two panels, and the lateral partitions are narrow boards, one
It is fitted and connected on the inside of side and left side plate, its two ends is connected to before and after two panels between side plate.
The lateral partitions are the whole plate adaptable with the size of wall steel framework cylinder, its four side and side seal in wall steel framework cylinder
Close the size being provided with connection, plate more than sleeper steel reinforcement cage and the hole passed through.
The hole is shaped as polygon or circle, the shape of cross section of the insertion sleeper steel reinforcement cage for polygon or
Person is circular.
The connector is single bolt, reinforcing bar, shaped steel, steel plate strip band, welding steel member or above-mentioned connector
Combining form, the connector using split bolt, bolt, welding or bolting and welding by the way of and two panels before and after side plate connect
Connect.
Non-penetrating sleeper steel reinforcement cage, the chi of the non-penetrating sleeper steel reinforcement cage are provided between the lateral partitions in adjacent node area
The very little size more than hole.
Vertical wall seam is provided with before and after described on side plate, the wall is stitched along the width horizontal alignment interval of monolithic wall extremely
Set less and be packed with damping material in a row, the wall seam or be horizontally spaced about row power consumption structure along the length direction that wall is stitched
Part.
The oblique reinforcing strip set up along full wafer wall diagonal is had additional in the wall, the oblique reinforcing strip is provided with one
Road intersects provided with twice, and the oblique reinforcing strip is fixed on the floor of putting more energy on front and rear side plate interior sides wall for protrusion, or
It is embedded between wall steel framework cylinder and insertion sleeper steel reinforcement cage in concrete, is fixedly connected with the madial wall of wall steel framework tin
The close band of reinforcing bar.
A kind of multiple constraint armored concrete pillar wall construction, an at least side end for the monolithic wall is provided with newel post, or
Person's two panels above monolithic wall forms newel post by junction and connected.
The newel post is steel core concrete column, including the cylinder extension of wall steel framework encloses the newel post's steel pipe to be formed and in newel post's steel
The newel post's concrete poured in pipe；
Or the newel post is steel pipe reinforced column, including newel post's steel pipe, newel post's concrete and set in newel post's steel pipe
The newel post's steel reinforcement cage put, the shape of cross section of newel post's steel reinforcement cage shape is polygon or circle；
Or the newel post is steel column, including left side plate and the reinforcing bar that is welded on left side plate；
Or the newel post be combined steel and concrete column, including left side plate, reinforcing bar and the outside of left side plate, parcel reinforcing bar
Newel post's armored concrete.
A kind of structural system of multiple constraint armored concrete pillar wall construction, including at least a piece of described multiple constraint
Armored concrete pillar wall construction, wall or/and post, coupling beam and/or beam, floor and basis.
The beam is girder steel, reinforced beam or steel-concrete combination beam, and the coupling beam is girder steel, reinforcing bar
Beams of concrete or steel-concrete combination beam；The post is steel column, reinforced column, steel core concrete column, reinforcing bar are mixed
Solidifying earth pillar or steel pipe reinforced column.
The floor is that prefabricated reinforced concrete floor, precast prestressed floor, steel bar truss floor, profiled sheet are cast-in-place
Reinforced concrete floor or cast-in-place concrete floor, the concrete of floor filling can be normal concrete, regeneration concrete
Or high fly-ash concrete.
It is described basis be reinforced concrete foundation, reinforced concrete foundation be isolated footing, raft foundation, beam foundation,
Box foundation, pile foundation or pile-raft foundation；Increase has isolation cushion between the basis and post and/or wall.
The structural system also includes at least one Lateral Resistance component, and the Lateral Resistance component is common support, consumption
It can support or the wallboard that consumes energy.
A kind of construction method of structural system, construction procedure is as follows：
Step one, in each block of steel plate and lateral partitions of factory wall cutting steel framework cylinder, each block of steel plate simultaneously encloses connection and forms wall
Body steel framework cylinder, connector and lateral partitions are fixed in wall steel framework cylinder；
Step 2, in processing insertion sleeper steel reinforcement cage；
Step 3, job site is transported to by wall steel framework cylinder and insertion sleeper steel reinforcement cage；
Step 4, construction basis；
Step 5, is lifted and connecting wall steel framework cylinder, lifting insertion sleeper steel reinforcement cage enters in wall steel framework cylinder, if lateral partitions
On there is hole and then need to pass through hole while lifting enters wall steel framework cylinder；
Step 6, pours walls concrete；
Step 7, construct other walls or/and Lateral Resistance component or/and post；
Step 8, construction beam and/or coupling beam；
Step 9, lifts floor, if concreting concrete；
Step 10, repeat step five to step 9 are until construction to top layer is finished.
A kind of construction method of multiple constraint armored concrete pillar wall construction, construction procedure is as follows：
Step one, in each block of steel plate and lateral partitions of factory wall cutting steel framework cylinder, each block of steel plate simultaneously encloses connection and forms wall
Body steel framework cylinder, connector and lateral partitions are fixed in wall steel framework cylinder；
Step 2, in factory process insertion sleeper steel reinforcement cage and non-penetrating sleeper steel reinforcement cage；
Step 3, non-penetrating sleeper reinforcing bar cage hoisting is entered in wall steel framework cylinder, and be fixed on wall steel by temporary connection
In frame cylinder；
Step 4, lateral partitions are fixed in wall steel framework cylinder；
Step 5, job site is transported to by wall steel framework cylinder and insertion sleeper steel reinforcement cage；
Step 6, construction basis；
Step 7, is lifted and connecting wall steel framework cylinder, and lifting insertion sleeper steel reinforcement cage enters in wall steel framework cylinder；
Step 8, pours walls concrete.
Step 9, construct other walls or/and Lateral Resistance component or/and post；
Step 10, construction beam and/or coupling beam；
Step 11, lifts floor, if concreting concrete；
Step 12, repeat step seven to step 11 are until construction to top layer is finished.
Newel post's steel pipe of newel post is welded in the end of wall steel framework cylinder in step one, while in newel post's steel in step 8
Newel post's concrete is poured in pipe；
Or newel post's steel pipe of newel post is welded in the end of the wall steel framework cylinder in step one, then in step 2 in step 2
Newel post's steel reinforcement cage is processed, and job site is transported to together in step 5 and is lifted in newel post's steel pipe, is then poured in step 8
Build newel post's concrete；
Or the end welding reinforcing bar of the wall steel framework cylinder in step one；
Or the end welding reinforcing bar of the wall steel framework cylinder in step one, mould is then installed around reinforcing bar in step 8
Plate, assembling reinforcement and casting concrete formation newel post armored concrete.
Compared with prior art the invention has the characteristics that and beneficial effect：
The multiple constraint armored concrete pillar wall of the present invention has the advantages that bearing capacity is big, ductility is good and energy dissipation capacity is strong.It is many
Beam armored concrete pillar wall construction is weighed about, concrete filled not only enters row constraint by out of plane constraint steel plate, if also add
Dry core stirrup, this structure type has the advantage that：
First, house collapse resistant capacity is increased substantially, and core stirrup is constrained concrete formation, enhances wall anti-in itself
Curved, ductility and energy dissipation capacity, reduce the phenomenon of local buckling, are ensureing applying with identical shearing strength and anti-bending bearing capacity
Under the conditions of work, wall steel effective rate of utilization of the present invention is higher, while more common reinforced concrete building anti-seismic performance is significantly
Degree is improved so that house is difficult to collapse in earthquake.
2nd, multiple constraint is that out of plane constraint steel plate enters row constraint from outside to concrete, at the same stirrup from inside to coagulation
Soil enters row constraint, and now stirrup forms some armored concrete sleeper with concrete, and it is steel to make the vertical applied force of wall actual
Reinforced concrete sleeper stress, greatly improves the vertical bearing capacity of wall.
3rd, fire protecting performance is good, and armored concrete sleeper now actually can be regarded as steel pipe reinforced column, its fire-resistance
Performance is much better than common double-layer plate combined shear wall construction, is that personnel escape provide good condition in a fire, especially
There is special advantage to earthquake fire, it is possible to reduce be effectively reduced shake, the injury of personnel under fire coupling and wealth
Production loss.
4th, multiple constraint armored concrete pillar wall construction can also directly be prefabricated in the factory in edge node district connects bright
Post, further increase wall and the globality in column connected node area, are easily installed the transmission with load, make work progress simpler
Just, while substantially increasing shearing strength and anti-bending bearing capacity of the shear wall in node district.
5th, in the structural system comprising multiple constraint armored concrete pillar wall construction, light weight, intensity is big, and consume energy energy
Power is strong, with preferable anti-seismic performance；The most work of structural system can be completed by method for prefabricating, and the shortening duration carries
High construction quality, substantially reduces the difficulty of high-altitude construction, is easy to high-altitude application, while beam is used for first of anti-vibration defense lines,
Multiple constraint armored concrete pillar wall is as second anti-vibration defense lines, with preferable anti-seismic performance.
Brief description of the drawings
The present invention will be further described in detail below in conjunction with the accompanying drawings.
Fig. 1 is the structural representation of the embodiment of the present invention one.
Fig. 2 is A-A cross-sectional views in Fig. 1.
Fig. 3 is B-B cross-sectional views in Fig. 1.
Fig. 4 is C-C cross-sectional views in Fig. 2.
Fig. 5 is the structural representation of the embodiment of the present invention two.
Fig. 6 is A-A cross-sectional views in Fig. 5.
Fig. 7 is B-B cross-sectional views in Fig. 5.
Fig. 8 is C-C cross-sectional views in Fig. 6.
Fig. 9 is the structural representation of the embodiment of the present invention three.
Figure 10 is A-A cross-sectional views in Fig. 9.
Figure 11 is B-B cross-sectional views in Fig. 9.
Figure 12 is C-C cross-sectional views in Figure 10.
Figure 13 be in the embodiment of the present invention four before and after open the outboard structure schematic diagram that wall seam inserts damping material on side plate.
Figure 14 be in the embodiment of the present invention five before and after wall opened on side plate and stitch and is connected with the outboard structure of dissipative member illustrate
Figure.
Figure 15 be in the embodiment of the present invention six before and after the inside structure schematic diagram of floor of putting more energy into is fixed with side plate.
Figure 16 is the embedded reinforcing bar of concrete between wall steel framework cylinder and insertion sleeper steel reinforcement cage in the embodiment of the present invention seven
The inside structure schematic diagram of close band.
Figure 17 is the cross-sectional structure schematic diagram of the embodiment of the present invention eight.
Figure 18 is the cross-sectional structure schematic diagram of the embodiment of the present invention nine.
Figure 19 is the cross-sectional structure schematic diagram of the embodiment of the present invention ten.
Figure 20 is the cross-sectional structure schematic diagram of the embodiment of the present invention 11.
Figure 21 is the cross-sectional structure schematic diagram of the embodiment of the present invention 12.
Figure 22 is the cross-sectional structure schematic diagram of the embodiment of the present invention 13.
Reference：Side plate, 1.2- left side plates, 2- connectors, 3- insertions before and after 1- walls steel framework cylinder, 1.1-
Sleeper steel reinforcement cage, 4- walls concretes, 5- lateral partitions, 5.1- narrow boards, 5.2- whole plates, 6- holes, 7- are non-penetrating dark
Post steel reinforcement cage, 8- newel posts, 8.1- newel posts steel pipe, 8.2- newel posts concrete, 8.3- newel posts steel reinforcement cage, 8.4- reinforcing bars,
Put more energy into floor, 13- reinforcing bars of 8.5- newel posts armored concrete, 9- walls seam, 10- Energy dissipating materials, 11- dissipative members, 12- is close
Band.
Embodiment
Embodiment one is referring to shown in Fig. 1-Fig. 4, a kind of multiple constraint armored concrete pillar wall construction, including wall, institute
Wall is stated for a piece of yi word pattern wall, the yi word pattern wall is the wall steel framework cylinder 1 that is enclosed by steel plate and in wall steel framework cylinder
Interior to set two connectors 2 arranged along its short transverse, the two ends of the connector 2 are connected to two before and after wall steel framework cylinder
Side, the inside of wall steel framework cylinder is separated into three sleeper spaces being connected, each sleeper space and be correspondingly provided with and wall
Formed by integrally casting has walls concrete 4 in the contour insertion sleeper steel reinforcement cage 3 of body, the sleeper space.
Horizontal lateral partitions 5, Mei Gejie are fixedly connected with the inside of the node district of the cylinder of wall steel framework described in the present embodiment
Point area sets two panels lateral partitions, and the size of the setting spacing of two panels lateral partitions and the structural beams of the node district is adapted.Institute
Stating wall steel framework cylinder includes side plate 1.1 and two panels left side plate 1.2 before and after two panels, and the lateral partitions 5 are narrow boards 5.1, one
Side and the inner side of left side plate 1.2 are fitted and connected, its two ends is connected to before and after two panels between side plate 1.1.
The connector 2 is single bolt, can also be single reinforcing bar, shaped steel, steel plate strip in other embodiments
The combining form of band, welding steel member or above-mentioned connector, the connector is connected using welding with side plate before and after two panels 1.1
Connect, can also be connected in other embodiments for the mode of split bolt, bolt or bolting and welding.
Embodiment two is referring to shown in Fig. 5-Fig. 8, and unlike embodiment one, and the lateral partitions 5 are and wall steel framework
The adaptable whole plate 5.1 of the size of cylinder, its four side is connected with the inner side closing of wall steel framework cylinder 1, is provided with plate more than sleeper reinforcing bar
The size of cage and the hole 6 passed through.Hole 6 is shaped as rectangle in the present embodiment, can also be in other embodiments
Other polygons or circle, the shape of cross section of the insertion sleeper steel reinforcement cage 3 is rectangle, can also be in other embodiments
Other polygons or circle.
Embodiment three is referring to shown in Fig. 9-Figure 12, and unlike embodiment two, between the lateral partitions 5 in adjacent node area
Provided with non-penetrating sleeper steel reinforcement cage 7, non-penetrating sleeper steel reinforcement cage 7 is fixedly connected with the upside or downside of lateral partitions 5, described
The size of non-penetrating sleeper steel reinforcement cage 7 is more than the size at hole 6.
Example IV is shown in Figure 13, from unlike other embodiments, being provided with the front and rear side plate 1.1 vertical
Wall seam 9, width horizontal alignment of the wall seam 9 along monolithic wall is arranged at intervals in the row of six row two, the wall seam and is packed with resistance
Damping material 10.
Embodiment five is shown in Figure 14, and unlike example IV, the length direction water stitched in the wall seam along wall
It is flat to be arranged at intervals a row dissipative member 11.
Embodiment six is shown in Figure 15, from unlike other embodiments, two sleeper spaces are provided with the wall,
And the oblique reinforcing strip set up along full wafer wall diagonal is had additional, the oblique reinforcing strip is provided with twice, institute provided with intersection
State the floor 12 of putting more energy into that oblique reinforcing strip is fixed on for protrusion on the front and rear madial wall of side plate 1.1.
Embodiment seven is shown in Figure 16, and unlike embodiment six, and the oblique reinforcing strip is is embedded in wall steel
The close band of reinforcing bar being fixedly connected between frame cylinder 1 and insertion sleeper steel reinforcement cage 3 in concrete, with the madial wall of wall steel framework cylinder 1
13。
Embodiment eight is shown in Figure 17, and an at least side end for the yi word pattern wall is provided with newel post 8.The newel post 8 is
Steel core concrete column, including the cylinder extension of wall steel framework enclose the newel post's steel pipe 8.1 to be formed and the newel post poured in newel post's steel pipe
Concrete eight .2.
Embodiment nine is shown in Figure 18, and shown newel post is steel pipe reinforced column, is gone back from unlike embodiment eight
Be included in the newel post's steel reinforcement cage 8.3 set in newel post's steel pipe, the shape of cross section of newel post's steel reinforcement cage shape for polygon or
Person is circular.It is circular in the present embodiment.
Embodiment ten is shown in Figure 19, and the newel post is steel column, including left side plate and is welded on left side plate
Reinforcing bar 8.4.Reinforcing bar in the present embodiment constitutes I-shaped reinforcing bar for T-shaped and left side plate 1.2.
Embodiment 11 is shown in Figure 20, and the newel post is combined steel and concrete column, is also wrapped from unlike embodiment ten
Include newel post's armored concrete 8.5 in the outside of left side plate, parcel reinforcing bar.
Embodiment 12 is joined as shown in Figure 21, including two panels yi word pattern wall and yi word pattern wall junction form newel post 8.Two
Piece above yi word pattern wall connects l-shaped wall, and newel post is steel core concrete column.
Embodiment 13 is joined as shown in Figure 22, including two panels yi word pattern wall and yi word pattern wall junction form newel post 8.Two
Piece above yi word pattern wall connects into T-shaped wall, and newel post is steel core concrete column.
A kind of structural system of multiple constraint armored concrete pillar wall construction, including at least a piece of multiple constraint reinforcing bar are mixed
Solidifying earth pillar formula wall construction, wall or/and post, coupling beam and/or beam, floor and basis.
The beam is girder steel, reinforced beam or steel-concrete combination beam, and the coupling beam is girder steel, reinforcing bar
Beams of concrete or steel-concrete combination beam；The post is steel column, reinforced column, steel core concrete column, reinforcing bar are mixed
Solidifying earth pillar or steel pipe reinforced column.
The floor is that prefabricated reinforced concrete floor, precast prestressed floor, steel bar truss floor, profiled sheet are cast-in-place
Reinforced concrete floor or cast-in-place concrete floor, the concrete of floor filling can be normal concrete, regeneration concrete
Or high fly-ash concrete.
It is described basis be reinforced concrete foundation, reinforced concrete foundation be isolated footing, raft foundation, beam foundation,
Box foundation, pile foundation or pile-raft foundation；Increase has isolation cushion between the basis and post and/or wall.
The structural system also includes at least one Lateral Resistance component, and the Lateral Resistance component is common support, consumption
It can support or the wallboard that consumes energy.
The construction method of this structural system, construction procedure is as follows：
Step one, in each block of steel plate and lateral partitions of factory wall cutting steel framework cylinder, each block of steel plate simultaneously encloses connection and forms wall
Body steel framework cylinder 1, connector 2 and lateral partitions 5 are fixed in wall steel framework cylinder 1；
Step 2, in processing insertion sleeper steel reinforcement cage 3；
Step 3, job site is transported to by wall steel framework cylinder 1 and insertion sleeper steel reinforcement cage 3；
Step 4, construction basis；
Step 5, is lifted and connecting wall steel framework cylinder 1, and lifting insertion sleeper steel reinforcement cage 3 enters in wall steel framework cylinder 1, if laterally
There is hole 6 on dividing plate then needs to pass through hole while lifting enters wall steel framework cylinder 1；
Step 6, pours walls concrete 4；
Step 7, construct other walls or/and Lateral Resistance component or/and post；
Step 8, construction beam and/or coupling beam；
Step 9, lifts floor, if concreting concrete；
Step 10, repeat step five to step 9 are until construction to top layer is finished.
The construction method of another multiple constraint armored concrete pillar wall construction, construction procedure is as follows：
Step one, in each block of steel plate and lateral partitions of factory wall cutting steel framework cylinder, each block of steel plate simultaneously encloses connection and forms wall
Body steel framework cylinder 1, connector 2 and lateral partitions 5 are fixed in wall steel framework cylinder 1；
Step 2, in factory process insertion sleeper steel reinforcement cage 3 and non-penetrating sleeper steel reinforcement cage 7；
Step 3, non-penetrating sleeper steel reinforcement cage 3 is lifted in wall steel framework cylinder 1, and be fixed on wall by temporary connection
In steel framework cylinder 1；
Step 4, lateral partitions 5 are fixed in wall steel framework cylinder 1；
Step 5, job site is transported to by wall steel framework cylinder 1 and insertion sleeper steel reinforcement cage 3；
Step 6, construction basis；
Step 7, is lifted and connecting wall steel framework cylinder 1, and lifting insertion sleeper steel reinforcement cage 3 enters in wall steel framework cylinder 1；
Step 8, pours walls concrete 4.
Step 9, construct other walls or/and Lateral Resistance component or/and post；
Step 10, construction beam and/or coupling beam；
Step 11, lifts floor, if concreting concrete；
Step 12, repeat step seven to step 11 are until construction to top layer is finished.
The difference of two kinds of construction methods is whether with non-penetrating sleeper steel reinforcement cage.
If if monolithic wall also has newel post, needing the end of the wall steel framework cylinder 1 in step one to weld newel post 8
Newel post's steel pipe 8.1, while pouring newel post concrete eight .2 in newel post's steel pipe 8.1 in step 8.
Or newel post's steel pipe 8.1 of newel post 8 is welded in the end of the wall steel framework cylinder 1 in step one, then in step 2
Newel post's steel reinforcement cage 8.3 is processed in middle step 2, and job site is transported to together in step 5 and is lifted in newel post's steel pipe 8.1,
Newel post concrete eight .2 is then poured in step 8.
Or the end welding reinforcing bar 8.4 of the wall steel framework cylinder 1 in step one.
Or the end welding reinforcing bar 8.4 of the wall steel framework cylinder 1 in step one, then in reinforcing bar 8.4 in step 8
Surrounding supporting module, assembling reinforcement and casting concrete formation newel post armored concrete 8.5.
If being also provided with vertical wall seam 9 on the front and rear side plate 1.1 of monolithic wall, need to cut the wall in step one
Seam 9, while the filling damping material 10 in wall seam, or it is horizontally spaced about dissipative member 11 along the length direction that wall is stitched.
If having additional the oblique reinforcing strip set up along full wafer wall diagonal in wall, needing will be described in step one
Oblique reinforcing strip is fixed on the front and rear madial wall of side plate 1.1, or the close band 13 of reinforcing bar is fixed on into front and rear side plate by connector
On 1.1 madial walls, the distance of reserved steel bar protective layer wraps up the close band 13 of reinforcing bar when then walls concrete is poured.
Structural Energy Dissipation cushion technique is to set power consumption at some positions of works（Damping）Device（Or element）, pass through power consumption
（Damping）Device（Or element）Produce friction, bending（Or shearing, torsion）Bullet is moulded（Or viscoelastic）Property hysteresis deformation power consumption dissipate
Or the energy in the absorption defeated people's structure of earthquake, to reduce agent structure earthquake response, so that avoid structure from producing destruction or collapse,
Reach the purpose of damping control shake.
The damping material mentioned in the present invention falls into 5 types：First, rubber and plastics damping sheet:As sandwich layer material.Using
It is more to have butyl, acrylate, polysulfide, butyronitrile and silicon rubber, polyurethane, polyvinyl chloride and epoxy resin etc..2nd, rubber and
Foamed plastics：As damping sound-absorbing material.3rd, damp composite material：For vibration and noise control.It is by preceding two classes material
As damping laminboard layer, then with metal or nonmetal structure combination of materials into the section bar such as various structural panel sandwich and beam, through machinery
It is processed into various structural members.4th, high damping alloy：Damping capacity is basicly stable in very wide temperature and frequency range.Should
With it is more be copper-zinc-aluminium system, iron-chromium-molybdenum system and manganese-copper series alloy.5th, damping paint：Damping paint is by macromolecule resin
The appropriate filler of addition and auxiliary material are formulated, and are that one kind can be coated on various metal plate-like structure surfaces, have
The sapecial coating of vibration damping, thermal insulation and certain sealing property, including damping-constraining coating and aqueous damping coating.
First and second class can be directly packed among wall seam, and third and fourth class can be fabricated to dissipative member/element heights
It is connected among wall seam, the 5th class can be brushed in surface of wall.
Claims (19)
1. a kind of multiple constraint armored concrete pillar wall construction, including wall, it is characterised in that：The wall be monolithic wall or
Yi word pattern wall, L-type wall, T-shaped wall or cross wall that person's two panels above monolithic wall is formed by connecting, the monolithic wall are shaped as one
Font wall or curved wall, the wall steel framework cylinder that the monolithic wall is enclosed by steel plate（1）With it is high along it in wall steel framework cylinder
Spend the connector for the two row above of a row or interval setting that direction is set（2）, the connector（2）Two ends be connected to wall
The front and rear sides of body steel framework cylinder, the inside of wall steel framework cylinder is separated into the sleeper space being connected, each sleeper space
It is correspondingly provided with insertion sleeper steel reinforcement cage（3）, formed by integrally casting has walls concrete in the sleeper space（4）, the wall steel framework
Horizontal lateral partitions are fixedly connected with the inside of the node district of cylinder（5）.
2. multiple constraint armored concrete pillar wall construction according to claim 1, it is characterised in that：The wall steel framework
Cylinder includes side plate before and after two panels（1.1）With two panels left side plate（1.2）, the lateral partitions（5）For narrow boards（5.1）, its side
Side and left side plate（1.2）Inner side be fitted and connected, its two ends is connected to side plate before and after two panels（1.1）Between.
3. multiple constraint armored concrete pillar wall construction according to claim 1, it is characterised in that：The lateral partitions
（5）For the whole plate adaptable with the size of wall steel framework cylinder（5.2）, its four side and wall steel framework cylinder（1）Inner side closing connection, plate
On be provided with the size more than sleeper steel reinforcement cage and the hole passed through（6）.
4. multiple constraint armored concrete pillar wall construction according to claim 3, it is characterised in that：The hole（6）
Be shaped as polygon or circle, the insertion sleeper steel reinforcement cage（3）Shape of cross section be polygon or circle.
5. multiple constraint armored concrete pillar wall construction according to claim 2, it is characterised in that：The connector
（2）For the combining form of single bolt, reinforcing bar, shaped steel, steel plate strip band, welding steel member or above-mentioned connector, the company
Fitting using split bolt, bolt, welding or bolting and welding by the way of and two panels before and after side plate（1.1）Connection.
6. multiple constraint armored concrete pillar wall construction according to claim 2, it is characterised in that：Adjacent node area
Lateral partitions（5）Between be provided with non-penetrating sleeper steel reinforcement cage（7）, the non-penetrating sleeper steel reinforcement cage（7）Size be more than hole
（6）Size.
7. multiple constraint armored concrete pillar wall construction according to claim 2, it is characterised in that：Side plate before and after described
（1.1）On be provided with vertical wall seam（9）, the wall seam（9）Along the width horizontal alignment interval of monolithic wall at least provided with one
Damping material is packed with row, the wall seam（10）Or it is horizontally spaced about a row dissipative member along the length direction that wall is stitched
（11）.
8. multiple constraint armored concrete pillar wall construction according to claim 2, it is characterised in that：Increase in the wall
Provided with the oblique reinforcing strip set up along full wafer wall diagonal, the oblique reinforcing strip is provided with one or intersects provided with twice,
The oblique reinforcing strip is that protrusion is fixed on front and rear side plate（1.1）Floor of putting more energy on madial wall（12）, or it is embedded in wall
Steel framework cylinder（1）With insertion sleeper steel reinforcement cage（3）Between in concrete, with wall steel framework cylinder（1）Madial wall on be fixedly connected
The close band of reinforcing bar（13）.
9. the multiple constraint armored concrete pillar wall construction according to claim 1-8 any one, it is characterised in that：Institute
At least side end for stating monolithic wall is provided with newel post（8）, or two panels above monolithic wall forms newel post by junction（8）Even
Connect.
10. multiple constraint armored concrete pillar wall construction according to claim 9, it is characterised in that：The newel post（8）
The newel post's steel pipe to be formed is enclosed for steel core concrete column, including the cylinder extension of wall steel framework（8.1）With pour in newel post's steel pipe
Newel post's concrete（8.2）；
Or the newel post is steel pipe reinforced column, including newel post's steel pipe（8.1）, newel post's concrete（8.2）And at end
The newel post's steel reinforcement cage set in post steel pipe（8.3）, the shape of cross section of newel post's steel reinforcement cage shape is polygon or circle；
Or the newel post is steel column, including left side plate and the reinforcing bar that is welded on left side plate（8.4）；
Or the newel post is combined steel and concrete column, including left side plate, reinforcing bar（8.4）And in the outside of left side plate, bag
Wrap up in newel post's armored concrete of reinforcing bar（8.5）.
11. a kind of structural system of multiple constraint armored concrete pillar wall construction, it is characterised in that：Including at least a piece of right
It is required that multiple constraint armored concrete pillar wall construction, wall or/and post, coupling beam and/or beam, floor described in 1-10 any one
And basis.
12. structural system according to claim 11, it is characterised in that：The beam be girder steel, reinforced beam or
Steel-concrete combination beam, the coupling beam is girder steel, reinforced beam or steel-concrete combination beam；The post
For steel column, reinforced column, steel core concrete column, combined steel and concrete column or steel pipe reinforced column.
13. structural system according to claim 11, it is characterised in that：The floor be prefabricated reinforced concrete floor,
Precast prestressed floor, steel bar truss floor, profiled sheet in-situ reinforced concrete slab or cast-in-place concrete floor, floor
The concrete of filling can be normal concrete, regeneration concrete or high fly-ash concrete.
14. structural system according to claim 11, it is characterised in that：The basis is reinforced concrete foundation, reinforcing bar
Concrete foundation is isolated footing, raft foundation, beam foundation, box foundation, pile foundation or pile-raft foundation；The basis and post
And/or increase has isolation cushion between wall.
15. the structural system according to claim 11-14 any one, it is characterised in that：The structural system also includes
At least one Lateral Resistance component, the Lateral Resistance component is common support, energy dissipation brace or power consumption wallboard.
16. a kind of construction method of structural system according to claim 11-15 any one, it is characterised in that construction
Step is as follows：
Step one, in each block of steel plate and lateral partitions of factory wall cutting steel framework cylinder, each block of steel plate simultaneously encloses connection and forms wall
Body steel framework cylinder（1）, by connector（2）And lateral partitions（5）It is fixed on wall steel framework cylinder（1）It is interior；
Step 2, in processing insertion sleeper steel reinforcement cage（3）；
Step 3, by wall steel framework cylinder（1）With insertion sleeper steel reinforcement cage（3）It is transported to job site；
Step 4, construction basis；
Step 5, is lifted and connecting wall steel framework cylinder（1）, lift insertion sleeper steel reinforcement cage（3）Into wall steel framework cylinder（1）It is interior,
If there is hole in lateral partitions（6）Then need to enter wall steel framework cylinder in lifting（1）While pass through hole；
Step 6, pours walls concrete（4）；
Step 7, construct other walls or/and Lateral Resistance component or/and post；
Step 8, construction beam and/or coupling beam；
Step 9, lifts floor, if concreting concrete；
Step 10, repeat step five to step 9 are until construction to top layer is finished.
17. a kind of construction method of multiple constraint armored concrete pillar wall construction according to claim 11-15, it is special
Levy and be, construction procedure is as follows：
Step one, in each block of steel plate and lateral partitions of factory wall cutting steel framework cylinder, each block of steel plate simultaneously encloses connection and forms wall
Body steel framework cylinder（1）, by connector（2）And lateral partitions（5）It is fixed on wall steel framework cylinder（1）It is interior；
Step 2, in factory process insertion sleeper steel reinforcement cage（3）With non-penetrating sleeper steel reinforcement cage（7）；
Step 3, by non-penetrating sleeper steel reinforcement cage（3）Lift into wall steel framework cylinder（1）In, and be fixed on by temporary connection
Wall steel framework cylinder（1）It is interior；
Step 4, by lateral partitions（5）It is fixed on wall steel framework cylinder（1）It is interior；
Step 5, by wall steel framework cylinder（1）With insertion sleeper steel reinforcement cage（3）It is transported to job site；
Step 6, construction basis；
Step 7, is lifted and connecting wall steel framework cylinder（1）, lift insertion sleeper steel reinforcement cage（3）Into wall steel framework cylinder（1）It is interior；
Step 8, pours walls concrete（4）.
18. step 9, construct other walls or/and Lateral Resistance component or/and post；
Step 10, construction beam and/or coupling beam；
Step 11, lifts floor, if concreting concrete；
Step 12, repeat step seven to step 11 are until construction to top layer is finished.
19. the construction method of the multiple constraint armored concrete pillar wall construction according to claim 16 or 17, its feature
It is：Wall steel framework cylinder in step one（1）End welding newel post（8）Newel post's steel pipe（8.1）, while in step 8
In newel post's steel pipe（8.1）In pour newel post's concrete（8.2）；
Or the wall steel framework cylinder in step one（1）End welding newel post（8）Newel post's steel pipe（8.1）, then in step
Newel post's steel reinforcement cage is processed in two in step 2（8.3）, and be transported to job site together in step 5 and lift into newel post's steel pipe
（8.1）In, newel post's concrete is then poured in step 8（8.2）；
Or the wall steel framework cylinder in step one（1）End welding reinforcing bar（8.4）；
Or the wall steel framework cylinder in step one（1）End welding reinforcing bar（8.4）, then in reinforcing bar in step 8（8.4）
Surrounding's supporting module, assembling reinforcement and casting concrete formation newel post armored concrete（8.5）.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710452936.1A CN107237426B (en) | 2017-06-15 | 2017-06-15 | Multiple constraint reinforced concrete column type wall structure, structure system and construction method thereof |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710452936.1A CN107237426B (en) | 2017-06-15 | 2017-06-15 | Multiple constraint reinforced concrete column type wall structure, structure system and construction method thereof |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN107237426A true CN107237426A (en) | 2017-10-10 |
| CN107237426B CN107237426B (en) | 2023-05-16 |
Family
ID=59986447
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201710452936.1A Active CN107237426B (en) | 2017-06-15 | 2017-06-15 | Multiple constraint reinforced concrete column type wall structure, structure system and construction method thereof |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN107237426B (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111119376A (en) * | 2019-12-31 | 2020-05-08 | 北京峰筑工程技术研究院有限公司 | Reinforced multi-cavity concrete filled steel tube shear wall, system and construction method |
Citations (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US5218809A (en) * | 1990-04-14 | 1993-06-15 | Baumann Hanns U | Earthquake resistant structure utilizing a confinement reinforcing framework |
| CN103711233A (en) * | 2013-12-30 | 2014-04-09 | 北京工业大学 | Reinforced concrete-filled steel tube frame steel plate composite shear wall with built-in concealed bracings and manufacturing method |
| CN103883032A (en) * | 2014-03-23 | 2014-06-25 | 北京工业大学 | I-shaped steel plate shear wall with built-in round steel reinforcement cages and externally-attached steel plate supports and manufacturing method |
| CN104674986A (en) * | 2015-02-05 | 2015-06-03 | 姚攀峰 | Multi-cavity concrete-filled steel tubular wall with internal pre-machined semi-continuous reinforcement cage and construction method |
| CN105133793A (en) * | 2015-09-07 | 2015-12-09 | 姚攀峰 | Space constraint multi-cavity pipe-in-pipe steel bar concrete huge column and construction method |
| CN204898944U (en) * | 2015-08-21 | 2015-12-23 | 田淑明 | Steel plate concrete that cracks combination power consumption shear force wall |
| CN207032582U (en) * | 2017-06-15 | 2018-02-23 | 姚攀峰 | A kind of multiple constraint armored concrete pillar wall construction and its structural system |
-
2017
- 2017-06-15 CN CN201710452936.1A patent/CN107237426B/en active Active
Patent Citations (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US5218809A (en) * | 1990-04-14 | 1993-06-15 | Baumann Hanns U | Earthquake resistant structure utilizing a confinement reinforcing framework |
| CN103711233A (en) * | 2013-12-30 | 2014-04-09 | 北京工业大学 | Reinforced concrete-filled steel tube frame steel plate composite shear wall with built-in concealed bracings and manufacturing method |
| CN103883032A (en) * | 2014-03-23 | 2014-06-25 | 北京工业大学 | I-shaped steel plate shear wall with built-in round steel reinforcement cages and externally-attached steel plate supports and manufacturing method |
| CN104674986A (en) * | 2015-02-05 | 2015-06-03 | 姚攀峰 | Multi-cavity concrete-filled steel tubular wall with internal pre-machined semi-continuous reinforcement cage and construction method |
| CN204898944U (en) * | 2015-08-21 | 2015-12-23 | 田淑明 | Steel plate concrete that cracks combination power consumption shear force wall |
| CN105133793A (en) * | 2015-09-07 | 2015-12-09 | 姚攀峰 | Space constraint multi-cavity pipe-in-pipe steel bar concrete huge column and construction method |
| CN207032582U (en) * | 2017-06-15 | 2018-02-23 | 姚攀峰 | A kind of multiple constraint armored concrete pillar wall construction and its structural system |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111119376A (en) * | 2019-12-31 | 2020-05-08 | 北京峰筑工程技术研究院有限公司 | Reinforced multi-cavity concrete filled steel tube shear wall, system and construction method |
Also Published As
| Publication number | Publication date |
|---|---|
| CN107237426B (en) | 2023-05-16 |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| Kiakojouri et al. | Strengthening and retrofitting techniques to mitigate progressive collapse: A critical review and future research agenda | |
| CN107060067B (en) | Superimposed precast reinforced concrete structure system and construction method thereof | |
| CN105926764B (en) | A kind of industrialization preprocessing regenerative structural system and its construction method | |
| CN106869367A (en) | A kind of concrete filled steel tube organ timbering shear wall with type steel support and preparation method thereof | |
| CN206090996U (en) | Connected node of whole thick precast floor plank unit of assembled and floor unit thereof | |
| CN106639045A (en) | Prefabricated assembly type steel plate-concrete composite shear wall structure system and construction method thereof | |
| CN109680841A (en) | Hybrid prefabricated multi-cavity reinforced concrete wall, underground space structure system and construction method | |
| CN104499567B (en) | Frame structure, frame structure assembly and prefabricating and constructing methods of frame structure assembly | |
| CN205669255U (en) | A kind of industrialization preprocessing regenerative structural system | |
| CN107447901A (en) | Anti-seismic prefabricated floor and floor antidetonation splicing construction | |
| CN206428853U (en) | Energy-dissipation and shock-absorption oblique prestressed shear wall structure system suitable for prefabricated assembly | |
| CN213709853U (en) | Prefabricated member, structural column, shear wall and semi-fabricated building structure | |
| CN106223461A (en) | A kind of hybrid industrialized building structural system and construction method thereof | |
| CN103485443A (en) | Window-shaped-steel-plate concrete shear wall and manufacturing method thereof | |
| CN105696730A (en) | Concrete-filled steel tube frame column-steel plate shear wall system and construction method | |
| CN105369892B (en) | A kind of steel tube concrete superposed frame structure system | |
| CN206625404U (en) | A kind of concrete filled steel tube organ timbering shear wall with type steel support | |
| CN105756189A (en) | Assembly type frame-core tube structural system adopting all-steel-encased stress component | |
| CN215211690U (en) | Buckling-restrained steel plate shear wall | |
| CN201411797Y (en) | Miniature energy-dissipation filling device for multi-ribbed composite wall body | |
| CN207032582U (en) | A kind of multiple constraint armored concrete pillar wall construction and its structural system | |
| CN206157892U (en) | Hybrid industrialised building structure system | |
| CN113006346A (en) | Novel integral shear wall structure of prefabricated assembly | |
| CN107237426A (en) | A kind of multiple constraint armored concrete pillar wall construction, structural system and its engineering method | |
| CN116752631A (en) | Prefabricated honeycomb type steel reinforced concrete beam column joint and construction method |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| PB01 | Publication | ||
| PB01 | Publication | ||
| SE01 | Entry into force of request for substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| GR01 | Patent grant | ||
| GR01 | Patent grant |