CN107882211A - Constraint compound wall structure for building - Google Patents
Constraint compound wall structure for building Download PDFInfo
- Publication number
- CN107882211A CN107882211A CN201711360721.3A CN201711360721A CN107882211A CN 107882211 A CN107882211 A CN 107882211A CN 201711360721 A CN201711360721 A CN 201711360721A CN 107882211 A CN107882211 A CN 107882211A
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- Prior art keywords
- pole unit
- pipe
- arc
- flat board
- pole
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- 150000001875 compounds Chemical class 0.000 title claims abstract description 36
- 239000000945 filler Substances 0.000 claims abstract description 37
- 239000000463 material Substances 0.000 claims abstract description 12
- 229910000831 Steel Inorganic materials 0.000 claims description 25
- 239000010959 steel Substances 0.000 claims description 25
- 239000011241 protective layer Substances 0.000 claims description 12
- 239000004567 concrete Substances 0.000 claims description 10
- 238000012946 outsourcing Methods 0.000 claims description 7
- 239000004570 mortar (masonry) Substances 0.000 claims description 6
- 239000010410 layer Substances 0.000 claims description 5
- 229910000851 Alloy steel Inorganic materials 0.000 claims description 2
- 239000000956 alloy Substances 0.000 claims description 2
- 238000004080 punching Methods 0.000 claims description 2
- 238000010276 construction Methods 0.000 abstract description 23
- 238000005265 energy consumption Methods 0.000 abstract description 4
- 239000011150 reinforced concrete Substances 0.000 description 6
- 230000008901 benefit Effects 0.000 description 5
- 239000003795 chemical substances by application Substances 0.000 description 5
- 230000000694 effects Effects 0.000 description 5
- 238000004519 manufacturing process Methods 0.000 description 5
- 230000002829 reductive effect Effects 0.000 description 4
- 239000000203 mixture Substances 0.000 description 3
- 230000009286 beneficial effect Effects 0.000 description 2
- 239000004568 cement Substances 0.000 description 2
- 239000011248 coating agent Substances 0.000 description 2
- 238000000576 coating method Methods 0.000 description 2
- 238000005260 corrosion Methods 0.000 description 2
- -1 curtain wall Substances 0.000 description 2
- 230000007547 defect Effects 0.000 description 2
- 238000005516 engineering process Methods 0.000 description 2
- 239000011468 face brick Substances 0.000 description 2
- 238000011065 in-situ storage Methods 0.000 description 2
- 239000012774 insulation material Substances 0.000 description 2
- 230000036961 partial effect Effects 0.000 description 2
- 230000000452 restraining effect Effects 0.000 description 2
- 239000004575 stone Substances 0.000 description 2
- 239000011469 building brick Substances 0.000 description 1
- 230000008602 contraction Effects 0.000 description 1
- 230000003247 decreasing effect Effects 0.000 description 1
- 230000006866 deterioration Effects 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 238000006073 displacement reaction Methods 0.000 description 1
- 238000003912 environmental pollution Methods 0.000 description 1
- 238000005192 partition Methods 0.000 description 1
- 230000002265 prevention Effects 0.000 description 1
- 230000002787 reinforcement Effects 0.000 description 1
- 230000009466 transformation Effects 0.000 description 1
- 239000002699 waste material Substances 0.000 description 1
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
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04H—BUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
- E04H9/00—Buildings, groups of buildings or shelters adapted to withstand or provide protection against abnormal external influences, e.g. war-like action, earthquake or extreme climate
- E04H9/02—Buildings, groups of buildings or shelters adapted to withstand or provide protection against abnormal external influences, e.g. war-like action, earthquake or extreme climate withstanding earthquake or sinking of ground
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Business, Economics & Management (AREA)
- Emergency Management (AREA)
- Environmental & Geological Engineering (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Rod-Shaped Construction Members (AREA)
- Building Environments (AREA)
Abstract
The invention discloses a kind of constraint compound wall structure for building, including some pole units, cross-sectional aspect ratio is more than 4.Pole unit comprises at least arc.Between arc and flat board connector, pipe, polygonal tube, arc in addition can flexible combination connect to form pole unit.Filler is filled with whole or local pole unit.The present invention is simple and practical, material usage is low, and class circular tube structure constrains height to filler, and the performance such as structure stress and antidetonation is good, resources and energy consumption is low, without template, each construction weight is light, transport, lifting and install convenient, constructing, convenient, speed is fast, labor strength is small, and efficiency of construction is high, low engineering cost.
Description
Technical field
The present invention relates to the constraint compound wall structure used in a kind of architectural engineering, belongs to building structure wall field.
Background technology
At present, in architectural engineering at home, the application of reinforced concrete shear wall is relatively broad, and it, which is mainly used in, cuts
Power wall construction, frame shear wall structure, Frame-Shear wall, tube-in-tube structure etc., in addition, cast-in-situ steel reinforced concrete shears
Wall, prefabricated assembling type reinforced concrete shear wall, steel plate shear force wall, square steel tube bank shear wall, steel plate combined shear wall etc. also have
Certain application.But from the point of view of actual use situation, there is the defects of certain in the wall construction of these above-mentioned forms：
1) this structure of reinforced concrete shear wall from great, anti-seismic performance is general, and speed of application is slower, sometimes component
Sectional dimension is larger to have certain influence to space and quality.
2) cast-in-situ steel reinforced concrete shear wall belongs to traditional mode of production, and resources and energy consumption is high, big for environment pollution,
Labour intensive, production efficiency are relatively low.
3) prefabricated assembling type reinforced concrete shear wall belongs to industrialized production, but cost is high, connecting structure compared with
For complexity, member dead weight is big, causes to transport, lifts, installs inconvenience.
4) steel plate shear force wall steel using amount is big, and cost is higher, and anti-corrosion, fire protecting performance are general, and comfort level is poor, is fitted with filling wall
Answering property is general, therefore its application is by larger limitation.
5) square steel tube bank this structure of shear wall in square steel tube to concrete constrain it is weaker, steel using amount is bigger than normal, cost compared with
It is high.
6) steel plate in this structure of steel plate combined shear wall is constrained concrete weaker, and steel using amount is big, and cost is high, construction
Complexity, difficulty of construction is big, long in time limit.
Therefore a kind of technical scheme that can solve above-mentioned wall construction defect is designed, it is that current urgent need solves
Problem.
The content of the invention
It is an object of the invention to provide a kind of constraint compound wall structure for building, its is simple and practical, material usage
Low, without template, constraint of the class circular tube structure to filler is high, and the performance such as structure stress and antidetonation is high.
To achieve these goals, present invention employs following technical scheme：
A kind of constraint compound wall structure for building, it is characterised in that：It includes being interconnected to form setting cross-sectional shape
Some pole units, the length-width ratio of cross section is more than 4；Pole unit comprises at least arc, is filled with least one pole unit
Filler；Pole unit is the first pole unit, either second and the 3rd pole unit combination or the 4th and the 5th pole unit group
Close, either first, second and the 6th pole unit combination or the first, the 4th and the 7th pole unit combination, or second,
The combination of 3rd and the 8th pole unit, the either combination of the first, second, the 6th and the 8th pole unit or the the 4th, the 5th and
The combination of eight pole units, the either combination of the first, the four, the 7th and the 8th pole unit or the second, the 4th and the 9th pole unit
Combination, or the combination of the first, second, the 4th and the tenth pole unit, wherein：First pole unit is that arc is connected with flat board
The closing class pipe that part is interconnected to form；Second pole unit is pipe；3rd pole unit is that arc connects with a pipe part
Connect the closing class pipe to be formed；4th pole unit is polygonal tube；5th pole unit is that arc connects with a polygonal tube part
Connect the closing class pipe to be formed；6th pole unit is that arc is connected the closing class to be formed with a pipe part, flat board connector
Pipe；7th pole unit is that arc is connected the closing class pipe to be formed with a polygonal tube part, flat board connector；8th post
Unit is that arc is connected the closing class pipe formed with another arc part；9th pole unit is arc and pipe one
Partly, the closing class pipe that the connection of a polygonal tube part is formed；Tenth pole unit is arc and flat board connector, pipe one
Partly, the closing class pipe that the connection of a polygonal tube part is formed；The cross section of polygonal tube is in similar round.
The constraint compound wall structure is any one or corresponding several combination in the first to the 11st structure, wherein：
First pole unit is first structure, described second and the 3rd pole unit be combined as the second structure, the described 4th and the 5th
Pole unit is combined as the 3rd structure, described first, second and the 6th pole unit be combined as the 4th structure, described first,
Four and the 7th pole unit is combined as the 5th structure, and second, third and the 8th pole unit are combined as the 6th structure, described
First, secondth, the 6th and the 8th pole unit is combined as the 7th structure, and the four, the 5th and the 8th pole unit is combined as
8th structure, the pole unit of described first, the four, the 7th and the 8th are combined as the 9th structure, the post of described second, the 4th and the 9th
Unit is combined as the tenth structure, and the pole unit of described first, second, the 4th and the tenth is combined as the 11st structure.
It is an advantage of the invention that：
The present invention is used as fabricated construction, and its is simple in construction, practical, and material usage is low, without template, resources and energy consumption
Low, economical environment-protective, constraint of the class circular tube structure to filler is high, and higher structure stress is realized with relatively low construction costs
Energy and anti-seismic performance, construction is convenient, speed is fast, and each construction weight is light, and transport, lifting and install convenient, labor strength is small,
Efficiency of construction is high, can be widely applied in the low layers such as various houses, office, hotel, business, high level and high-rise building.
Brief description of the drawings
Fig. 1 to Figure 18 is the cross-sectional schematic diagram of structure of the first to the 18th embodiment of present invention constraint compound wall structure.
Figure 19, Figure 20 are the example structure figures that present invention constraint compound wall structure applies protective layer.
Figure 21 to Figure 27, which is that the structure of the 19th to the 25th embodiment of present invention constraint compound wall structure is cross-sectional, to be shown
It is intended to.
Embodiment
As shown in Fig. 1 to Figure 20, present invention constraint compound wall structure for building includes being interconnected to form setting shape horizontal stroke
Some pole units in section, the length-width ratio of cross section are more than 4；Pole unit comprises at least arc 10, at least one pole unit
Filled with filler 50, it is generally the case that should all fill filler in all pole units, but in particular cases some pole unit or
Filler can be not filled with partial structurtes；Pole unit is the first pole unit, or second and the 3rd pole unit combination, Huo Zhe
The combination of four and the 5th pole unit, either first, second and the 6th pole unit combination or the first, the 4th and the 7th post list
The combination of member, either second, third and the combination of the 8th pole unit or the group of the first, second, the 6th and the 8th pole unit
Close, the either combination of the four, the 5th and the 8th pole unit or the combination of the first, the four, the 7th and the 8th pole unit, or
Secondth, the combination of the 4th and the 9th pole unit, or the combination of the first, second, the 4th and the tenth pole unit, wherein：First post
Unit is the closing class pipe that arc 10 is interconnected to form with flat board connector 20；Second pole unit is pipe 30；3rd
Pole unit is that arc 10 is connected the closing class pipe formed with the part of pipe 30；4th pole unit is that cross section is in similar round
Polygonal tube 40；5th pole unit is that arc 10 is connected what is formed with cross section in the part of polygonal tube 40 of similar round
Close class pipe；6th pole unit is that arc 10 is connected the closing class formed circle with the part of pipe 30, flat board connector 20
Pipe；7th pole unit be arc 10 and cross section in similar round polygonal tube 40 is a part of, flat board connector 20 is connected shape
Into closing class pipe；8th pole unit is that arc 10 is connected the closing class pipe formed with another part of arc 10；
9th pole unit is that arc 10 is connected the closing class pipe formed with the part of pipe 30, the part of polygonal tube 40；Tenth
Pole unit is that arc 10 is connected the closing class formed with flat board connector 20, the part of pipe 30, the part of polygonal tube 40
Pipe；The cross section of polygonal tube 40 is in similar round.
Fig. 1 to Fig. 6 is illustrated that present invention constraint compound wall structure for building is the situation that the first pole unit is formed.
Figure 12, Figure 13 show second and the 3rd pole unit combination situations.
Figure 14, Figure 15 show the combination situations of the 4th and the 5th pole unit.
Figure 17 shows the combination situations of the second, the 4th and the 9th pole unit.
Figure 19 shows the combination of the first, second, the 6th and the 8th pole unit, and first, second and the 6th pole unit
Combination situations.
For the combination situations of the first, the 4th and the 7th pole unit, and the first, the four, the 7th and the 8th pole unit
Combination situations, the pipe 30 in Figure 19 can be substituted to understand with polygonal tube 40.
Figure 19 shows the combination situations of second, third and the 8th pole unit.The combination of four, the 5th and the 8th pole unit
Situation, the pipe 30 in Figure 19 can be substituted to understand with polygonal tube 40.
Figure 27 shows the combination situations of the first, second, the 4th and the tenth pole unit.
In actual design, adjacent two closing class pipes can share a flat board connector 20 or arc 10.
As shown in Figure 1, Figure 2, the closing class pipe in two adjacent the first pole units has shared a flat board connector 20.Such as Figure 19, phase
The closing class pipe in closing class pipe and the 6th pole unit in the first adjacent pole unit has shared a flat board connector 20.
Such as Figure 18, the closing class pipe in closing class pipe and the 7th pole unit in the 6th adjacent pole unit has shared a flat board
Connector 20.
Such as Figure 21, a common arc 10 between adjacent first, the closing class pipe in the 5th pole unit.Such as figure
15th, Figure 16, show that arc 10 forms the situation of closing class pipe with another part of arc 10 in figure.
In actual design, for the first pole unit, it can be that an arc 10 and a flat board connector 20 are mutual
Connection is formed, as shown in Figure 1.Mutually it is connected with some flat board connectors 20 in addition, the first pole unit is alternatively an arc 10
Connect to be formed, such as first pole unit in the upper left corner in Fig. 5.In addition, the first pole unit can also be some arcs 10 and some flat boards
The closing class pipe that connector 20 is interconnected to form, as being located at the first middle pole unit, and first pole unit in Fig. 4
Inside it is filled with filler 50 (can also be not filled with filler 50 certainly).
In actual design, the class rectangle pipe that can be formed between two pole units by flat board connector 20 connects, class square
Filler 50 has been filled or unfilled with shape pipe.The way that filler is not filled with class rectangle pipe is advantageous to improve the power consumption of structure
Ability.As shown in Figure 7 to 9, connected between two the first pole units by class rectangle pipe, Guan Yousi flat board connection of class rectangle
Part 20 is formed, and filler (can also be not filled with filler 50 certainly) is filled with class rectangle pipe.As shown in Figure 10, two
Connected between one pole unit by class rectangle pipe, class rectangle pipe by two arcs 10 a part and two flat board connectors 20
Form, and without filling filler in class rectangle pipe.
When actually implementing, all pole units in present invention constraint compound wall structure can be stuffed entirely with filler,
Or part pole unit or partial structurtes are not filled with filler, such as shown in Figure 10.
In actual design, some arcs 10 can share a flat board connector 20, as shown in Figure 1.Some arcs
10 can share a pipe 30, as shown in Figure 12 and Figure 13.Some arcs 10 can also share a polygonal tube 40, as Figure 14,
Shown in Figure 15.
From Fig. 1 to Figure 19, Figure 21 to Figure 27 understand that present invention constraint compound wall structure comprises at least arc 10, and
And filler 50 is filled with the inner chamber of at least one pole unit.
On the premise of ensureing that present invention constraint compound wall structure must include arc this element, set of constraints of the present invention
It can be any one in the first to the 11st structure or corresponding several combination to close wall construction, form present invention constraint faced wall
Each pole unit of structure can with identical or different (comprising different, some identical), wherein：
First pole unit is first structure, second and the 3rd pole unit be combined as the second structure, the 4th and the 5th post list
Member is combined as the 3rd structure, first, second and the 6th pole unit be combined as the 4th structure, the first, the 4th and the 7th post list
Member is combined as the 5th structure, and second, third and the 8th pole unit are combined as the 6th structure, and the first, second, the 6th and the 8th
Pole unit is combined as the 7th structure, and the four, the 5th and the 8th pole unit is combined as the 8th structure, first, the four, the 7th and
8th pole unit is combined as the 9th structure, and the second, the 4th and the 9th pole unit is combined as the tenth structure, and first, second,
Four and the tenth pole unit is combined as the 11st structure.
It is at least one herein it should be noted that the arc quantity in above-mentioned ten kinds of pole units does not limit.Example
Such as, for the first pole unit, it can be that one or more arcs 10 are connected with flat board connector 20.Similarly, above-mentioned ten kinds
Flat board connector, pipe (removing the second pole unit), the quantity of polygonal tube (removing the 4th pole unit) in pole unit also do not limit
System.
Such as Figure 21, part shown in dashed rectangle is the feelings that three arcs 10 are connected with a flat board connector 20 in figure
Shape.Such as Figure 22, part shown in dashed rectangle is the situation that three arcs 10 are connected with a pipe 30 in figure.Such as Figure 23, figure
Part shown in middle dashed rectangle is the situation that 30, flat board connectors 20 of four arcs 10 and a pipe are connected.Such as figure
24, part shown in dashed rectangle is the situation that three arcs 10 are connected with a polygonal tube 40 in figure.It is empty in figure such as Figure 25
Part shown in line square frame is the situation that 40, flat board connectors 20 of four arcs 10 and a polygonal tube are connected.Such as figure
26, part is that three arcs 10 are connected with a flat board of polygonal tube 40, one of pipe 30, one shown in dashed rectangle in figure
The connected situation of part 20.Such as Figure 27, part is that five arcs 10 and a pipe 30, one are polygon shown in dashed rectangle in figure
The connected situation of 40, flat board connectors 20 of shape pipe.
In a word, the composition form of present invention constraint compound wall structure is varied, is not limited by said structure, but arc
10 be must have component, and filler 50 is also that must be filled with present invention constraint compound wall structure in addition, in other words, the present invention
The characteristics of constraining compound wall structure is to have used this pair of the filler 50 of arc 10 to have higher restraining force but simple in construction
Practical component.
In the present invention, arc 10, flat board connector 20 are used to provide constraint to filler 50, greatly improve structure
Bearing capacity.For class circular tube structure compares rectangular configuration, it can provide filler 50 restraining force evenly, and class pipe
Structure have significantly save material usage, without template, bearing capacity is more preferable, anti-seismic performance is more preferable many advantages, such as.Pole unit
Interior filler 50 is used to provide support to arc 10, flat board connector 20, ensures arc 10, the office of flat board connector 20
Portion's stability.Certainly, the effect of pipe 30, polygonal tube 40 to filler 50, and filler 50 is to pipe 30, polygonal tube
40 effect, it is technology known in the art, is not described in detail herein, effect and arc between pipe 30 and filler 50
Effect between plate 10 and filler 50 is identical.
In the present invention, closing class pipe refers to cross section similar to the circular enclosed construction of pipe, equally, pipe, polygon
Shape pipe falls within the structure of transversal face closure.
In the present invention, the side number of polygonal tube 40 should be not less than 4, preferably greater than 4, and the cross section of polygonal tube 40
Should be in similar circular.
In the present invention, the setting shape for the cross section that present invention constraint compound wall structure is formed can be in-line, L-shaped, T
Shape, cross, U-shaped, Z-shaped, C-shaped or rectangle etc., it is without limitations.
In the present invention, the length-width ratio of cross section, which is more than 4, can divide following several situations to understand：
First, when cross section is strip or says a shape, the length-width ratio of cross section refers to more than 4, what cross section was formed
The ratio of long side and short side in rectangular profile is more than 4, and long side is perpendicular to short side.
Second, when cross section is L-shaped, T-shaped, cross, U-shaped, Z-shaped, C-shaped etc., the length-width ratio of cross section, which is more than 4, is
Refer to, the maximum ratio of long side in rectangular profile and short side included by cross section is more than 4.
3rd, when rectangle of the cross section for rule, the length-width ratio of cross section refers to more than 4, the length of rectangular profile
The ratio of side and short side is more than 4.
In the present invention, pole unit is that in the vertical direction is in elongated cylinder.
Arc 10, flat board connector 20, pipe 30 and polygonal tube 40 are made up of steel material or steel alloy material.
Flat board connector 20 is the flat board that flat board, the steel bar girder formed without the steel plate, punching steel plate, lacing to punch is formed
Or batten plate etc., it is without limitations.
Filler 50 is the concrete or mortar or other cement-based materials poured.
The arc length of arc 10 is unrestricted, is smaller than the semi arch (arc in such as Fig. 1 in middle pole unit
Plate) or more than semi arch (arc in such as Fig. 1 in the pole unit of ragged edge).
In the present invention, arc 10 is positioned at outside.Arc 10 can be arc plate, or non-arc plate.
Flat board connector 20 can be entirely located in internal (such as Fig. 4), can also be partially located at outside (such as Fig. 5), also can whole positions
In outside (such as Fig. 8).The flat board connector 20 for being entirely located in outside can be that electromechanical pipeline reserves wire casing.As shown in figure 8, set
Two flat board connectors 20 for being entirely located in outside, they are that electromechanical pipeline reserves wire casing.
In the present invention, arc 10, flat board connector 20, pipe 30, polygonal tube 40 can use various sizes and
Specification, it is without limitations.Such as Figure 11, shown in figure while using the situation of two kinds of specification arcs 10, positioned at both sides
The diameter of arc is greater than the diameter of those arcs of centre.
All or outside local layer protective layer 60 can be surrounded by the side wall of present invention constraint compound wall structure for building.Figure 20
All situations of outsourcing protective layer 60 are illustrated that in whole side walls of present invention constraint compound wall structure for building.Shown in Figure 19
It is the situation of outsourcing protective layer 60 in the half side wall of present invention constraint compound wall structure for building.
Protective layer 60 can be concrete, mortar or other cement-based materials, can configure distributing bar, and protective layer 60 is used to protect
Demonstrate,prove the durability and fire line of structure.Certainly, also can not outsourcing protective layer, when not outsourcing protective layer, carry out anticorrosive coating
Afterwards, can outsourcing fire-proof plate, decorative panel, insulation material, curtain wall, stone material in the side wall of present invention constraint compound wall structure for building
Or face brick etc..
In practice of construction, the top of each pole unit is connected with upper agent structure, and bottom is connected with lower agent structure, this
Invention constraint compound wall structure is used for the agent structure up and down for connecting and supporting low layer, high level or Super High floor, and it bears
The load that the beam of agent structure, plate etc. transmit, load is transmitted to the basis of lower agent structure, can as building it is main vertically by
Power component.
In addition, the present invention can be also connected by connecting structure and other vertical members, anti-side component, dissipative member etc.,
Form other structures system.
Beneficial effects of the present invention are：
1st, the present invention is a kind of excellent fabricated construction, and each component standardization design, factorial praluction, assembling are applied
Work, integrated construction is advantageously implemented, largely saves labour, reduce labor intensity, improve production efficiency, accelerate to build speed
Degree, construction quality is improved, and extend building service life.
2nd, the present invention can give full play to the material property advantage of each component (such as steel) and filler (such as concrete), fill
The effect of contraction of the pole unit of arc and flat board connector composition is waved in distribution, and knot can be greatly improved when being cooperated with filler
Structure bearing capacity and anti-seismic performance, steel using amount is greatly reduced, significantly mitigates earthquake, resources and energy consumption is greatly reduced, is greatly decreased
Building waste, environmental pollution is greatly reduced, realizes green, greatly improve economic benefit.
3rd, the present invention can both meet the needs of structure vertical applied force and structure anti-side to building strong adaptability, again can be with
Improve the flexibility of architectural composition, the shape of cross section of whole wall construction can flexible required design, meet that various complex buildings are put down
Facade requirement, it can also meet different construction style and building height requirements, can be applied to various house shear walls, public building is cut
Power wall, high level and Super High shear wall, high level and Super High cylinder etc., structural cost is advantageously reduced, improve production and construction
Efficiency, space is saved, improve architecture quality.
4th, the arc in the present invention and flat board connector can be mass produced with assembled in plant produced line, and filler can
Filled in advance in factory or scene is filled, each component is light, is readily transported, lifts and installs.
5th, the arc in the present invention and flat board connector and filler can effectively cooperate, and the rigidity of structure is strong, comfortably
Degree is high, builds relative storey displacement beneficial to reducing, building external revetment body and internal partition wall material choice are big, can effectively reduce and make
Valency.
6th, compound wall structure can give full play to steel member lightweight, high-strength, anti-seismic performance is good, concrete etc. for present invention constraint
The advantages of filler rigidity is big, it is poor to avoid steel member stability, the drawbacks of filler fragility and fast Stiffness Deterioration.
7th, the present invention is directly filled in pole unit without configuration reinforcement, filler, without using template, speed of application
It hurry up.
8th, present invention constraint compound wall structure can be protected according to protective layers such as anti-corrosion, fire prevention demand external wrapping concrete, mortars
The durability and fire safety problem of structure are demonstrate,proved, also meets the requirement of building aesthetic property.Concrete, mortar etc. can certainly be not provided with
Protective layer, after anticorrosive coating is carried out, outsourcing fire-proof plate, decorative panel, insulation material, curtain wall, stone material or face brick etc..
The technical principle described above for being present pre-ferred embodiments and its being used, come for those skilled in the art
Say, without departing from the spirit and scope of the present invention, any equivalent transformation based on the basis of technical solution of the present invention,
Simple replacement etc. is obvious to be changed, and is belonged within the scope of the present invention.
Claims (8)
- A kind of 1. constraint compound wall structure for building, it is characterised in that：It includes being interconnected to form setting cross-sectional shape Some pole units, the length-width ratio of cross section are more than 4；Pole unit comprises at least arc, is filled out at least one pole unit Fill thing；Pole unit is the first pole unit, either second and the 3rd pole unit combination or the 4th and the 5th pole unit group Close, either first, second and the 6th pole unit combination or the first, the 4th and the 7th pole unit combination, or second, The combination of 3rd and the 8th pole unit, the either combination of the first, second, the 6th and the 8th pole unit or the the 4th, the 5th and The combination of eight pole units, the either combination of the first, the four, the 7th and the 8th pole unit or the second, the 4th and the 9th pole unit Combination, or the combination of the first, second, the 4th and the tenth pole unit, wherein：First pole unit is that arc is connected with flat board The closing class pipe that part is interconnected to form；Second pole unit is pipe；3rd pole unit is that arc connects with a pipe part Connect the closing class pipe to be formed；4th pole unit is polygonal tube；5th pole unit is that arc connects with a polygonal tube part Connect the closing class pipe to be formed；6th pole unit is that arc is connected the closing class to be formed with a pipe part, flat board connector Pipe；7th pole unit is that arc is connected the closing class pipe to be formed with a polygonal tube part, flat board connector；8th post Unit is that arc is connected the closing class pipe formed with another arc part；9th pole unit is arc and pipe one Partly, the closing class pipe that the connection of a polygonal tube part is formed；Tenth pole unit is arc and flat board connector, pipe one Partly, the closing class pipe that the connection of a polygonal tube part is formed；The cross section of polygonal tube is in similar round.
- 2. constraint compound wall structure for building as claimed in claim 1, it is characterised in that：Two adjacent closing class pipes share an arc or the flat board connector.
- 3. constraint compound wall structure for building as claimed in claim 1, it is characterised in that：The class rectangle pipe formed between two pole units by the flat board connector connects, filling or not in class rectangle pipe Filled with the filler.
- 4. constraint compound wall structure for building as claimed in claim 1, it is characterised in that：Some arcs share a flat board connector, the pipe or the polygonal tube.
- 5. the constraint compound wall structure for building as any one of Claims 1-4, it is characterised in that：The constraint compound wall structure is any one or corresponding several combination in the first to the 11st structure, wherein：First pole unit is first structure, described second and the 3rd pole unit be combined as the second structure, the 4th He 5th pole unit is combined as the 3rd structure, described first, second and the 6th pole unit be combined as the 4th structure, described First, the 4th and the 7th pole unit is combined as the 5th structure, and second, third and the 8th pole unit are combined as the 6th knot Structure, the pole unit of described first, second, the 6th and the 8th are combined as the 7th structure, the four, the 5th and the 8th pole unit It is combined as the 8th structure, the pole unit of described first, the four, the 7th and the 8th is combined as the 9th structure, and described second, the 4th and 9th pole unit is combined as the tenth structure, and the pole unit of described first, second, the 4th and the tenth is combined as the 11st structure.
- 6. constraint compound wall structure for building as claimed in claim 5, it is characterised in that：The setting of the cross section is shaped as in-line, L-shaped, T-shaped, cross, U-shaped, Z-shaped, C-shaped or rectangle.
- 7. constraint compound wall structure for building as claimed in claim 5, it is characterised in that：The pole unit in the vertical direction is in elongated cylinder；The arc, the flat board connector, the pipe and the polygonal tube are made up of steel material or steel alloy material；The flat board connector be without punch steel plate, punching steel plate, lacing formed flat board, steel bar girder formed flat board or Batten plate；The filler is the concrete or mortar poured.
- 8. constraint compound wall structure for building as claimed in claim 5, it is characterised in that：Layer protective layer, or not outsourcing protection all or outside local are surrounded by the side wall of the constraint compound wall structure for building Layer, protective layer is concrete or mortar.
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109779027A (en) * | 2019-03-18 | 2019-05-21 | 中铁建工集团有限公司 | Using class round steel pipe constraint composite structure as the assembled arthitecutral structure of core |
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| CN107882211B (en) | 2024-07-30 |
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