CN108643385A - The construction method of steel wire net rack sandwich concrete bearing wall, building and the building - Google Patents
The construction method of steel wire net rack sandwich concrete bearing wall, building and the building Download PDFInfo
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- CN108643385A CN108643385A CN201810732346.9A CN201810732346A CN108643385A CN 108643385 A CN108643385 A CN 108643385A CN 201810732346 A CN201810732346 A CN 201810732346A CN 108643385 A CN108643385 A CN 108643385A
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- steel wire
- steel
- bearing wall
- core plate
- net rack
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- 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
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- Engineering & Computer Science (AREA)
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- Electromagnetism (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Load-Bearing And Curtain Walls (AREA)
Abstract
The present invention provides a kind of steel wire net rack sandwich concrete bearing walls, building and construction method, belong to technical field of buildings, load bearing wall includes core plate and the steel wire for being divided into core plate both sides for two layers, the connection steel wire that several rows pass through core plate is equipped between two layers of steel wire, core plate left and right ends are respectively equipped with vertical edges steel member, core plate bottom surface and upper top surface are respectively equipped with horizontal edge steel member, vertical edges steel member and the adjacent one end of horizontal edge steel member are welded and fixed to form frame in joint, it is welded respectively with corresponding horizontal edge steel member at the both ends of vertical steel wire, it is welded respectively with corresponding vertical edges steel member at the both ends of horizontal wire.Steel wire net rack sandwich concrete bearing wall provided by the invention is surrounded by edge steel member by the connection steel wire connection across core plate between two steel wires in core plate so that wall integrity is good, and anti-seismic performance is good, reduces labor intensity, shortens the construction period.
Description
Technical field
The invention belongs to technical field of buildings, more specifically, be related to a kind of steel wire net rack sandwich concrete bearing wall,
The construction method of building and the building.
Background technology
Traditional wall is based on bulk wall, mostly with convenient material drawing, cheap and widely used, but its globality compared with
Difference, is unfavorable for antidetonation, and the construction amount of labour is big.
Invention content
The purpose of the present invention is to provide a kind of steel wire net rack sandwich concrete bearing walls, to solve to exist in the prior art
Globality is poor, poor seismic behavior and the big technical problem of labor intensity of constructing.
To achieve the above object, the technical solution adopted by the present invention is：A kind of steel wire net rack sandwich concrete bearing is provided
Wall, including core plate and steel wire net rack, the steel wire net rack include two layers of steel wire for being divided into the core plate both sides, the steel wire
Net includes the vertical steel wire and horizontal wire of crisscross setting, is equipped with according to a determining deviation between two layers of steel wire several
The connection steel wire across the core plate is arranged, the both ends of the connection steel wire are welded and fixed with the corresponding steel wire respectively, institute
It states core plate left and right ends and is respectively equipped with vertical edges steel member, the core plate bottom surface and upper top surface are respectively equipped with horizontal sides balsh
Component, the vertical edges steel member and the adjacent one end of the horizontal edge steel member are welded and fixed to form frame in intersection
The both ends of frame, the vertical steel wire are weldingly connected with the corresponding horizontal edge steel member respectively, and the two of the horizontal wire
End is weldingly connected with the corresponding vertical edges steel member respectively.
Further, the connection steel wire is same in the vertically arranged connection steel wire obliquely through the core plate
The inclined direction for arranging the connection steel wire is identical, and the inclined direction of the adjacent two row connection steel wire is opposite.
Further, several are equipped with to the core according to a determining deviation respectively on the outside of two vertical edges steel members
Plate extends and horizontally disposed second U-shaped card, the bottom of second U-shaped card are weldingly connected with the vertical edges steel member,
The both ends of second U-shaped card are fixedly linked with the adjacent steel wire；Divide on the outside of two horizontal edge steel members
Do not extend to the core plate equipped with several according to a determining deviation and the first vertically arranged U-shaped card, the bottom of first U-shaped card
Portion is weldingly connected with the horizontal reinforcement edge member, and the both sides muscle of first U-shaped card is solid with the adjacent steel wire
Fixed to be connected, the diameter of second U-shaped card and first U-shaped card is more than vertical steel wire or transverse steel wire in the steel wire
Diameter.
Further, it is respectively equipped with the first U-shaped extended to the core plate on the outside of two horizontal edge steel members
Net, first U-shape include the U-shaped steel wire and company that quantity is equal with the vertical steel wire quantity of the steel wire and spacing is equal
The steel wire of each U-shaped steel wire is connect, two extended segments of the U-shaped steel wire are fixedly linked with the corresponding steel wire；
It is respectively equipped with the second U-shape extended to the core plate on the outside of two vertical edges steel members, described
Two U-shapes include that the second U-shaped steel wire that quantity is equal with the horizontal wire quantity of the steel wire and spacing is equal and connection are each
The steel wire of the second U-shaped steel wire, two extended segments of the second U-shaped steel wire with the corresponding steel wire stationary phase
Even；
First U-shaped card is located at the inside of second U-shape, and second U-shaped card is located at second U-shape
Inside.
The advantageous effect of steel wire net rack sandwich concrete bearing wall provided by the invention is：Compared with prior art, originally
Invention steel wire net rack sandwich concrete bearing wall is between two sides of core plate setting steel wire, two steel wires by wearing
The connection steel wire connection of core plate is crossed, and edge steel member is surrounded by core plate, in this way, equal in the two sides of core plate and surrounding
It is coated by steel member, to improve the globality and bearing capacity of wall, moreover, the load bearing wall can press design requirement system in advance
Make, it is directly assembled at the construction field (site), to shorten the construction period, reduce situ wet operation；The wall quality is lighter, anti-seismic performance
Good, acoustical and thermal performance is good.
Another object of the present invention, which also resides in, provides a kind of steel wire net rack sandwich concrete bearing wall building, including above-mentioned institute
The steel wire net rack sandwich concrete bearing wall stated, the interior several pre-buried steels upwardly extended of setting in basis of the load bearing wall distribution
The bottom of muscle, each load bearing wall is correspondingly provided with two rows of embedded bars, and the load bearing wall is placed in two rows of described pre-buried
Between reinforcing bar, and each embedded bar is connected with the binding of the steel wire of corresponding one side, connected two load-bearing
The corner of wall is respectively equipped with constructional column steel reinforcement cage, and the constructional column steel reinforcement cage passes through respectively with two adjacent load bearing walls
Plain net banding fixed.
Further, the external corner of two adjacent load bearing walls and inner corner trim are by together with the net binding of angle.
Further, the horizontal edge steel member of top surface extends to the construction to both ends on the load bearing wall
The abutting end of the top of column steel reinforcement cage, adjacent horizontal edge steel member is weldingly connected.
Further, the core plate is thermal insulation board.
Further, the vertical edges steel member and the horizontal edge steel member are the square steel tube of same size.
The advantageous effect of steel wire net rack sandwich concrete bearing wall building provided by the invention is：With prior art phase
Than, steel wire net rack sandwich concrete bearing wall building of the present invention, using above-mentioned steel wire net rack sandwich concrete bearing wall, only
Foundation ring girder need to be built, installation constitution column steel reinforcement cage, then adjacent position banding fixed, construction are time saving two-by-two by above-mentioned component
It is laborsaving, it shortens the construction period, reduces situ wet operation, and building globality is strong, bearing capacity is strong, and anti-seismic performance is good, sound-insulating and heat-insulating
Effect is good.
Another object of the present invention, which also resides in, provides a kind of construction method of steel wire net rack sandwich concrete bearing wall building,
Include the following steps：
Foundation ring girder is poured, buries and puts embedded bar；
Constructional column steel reinforcement cage is bound, and the constructional column steel reinforcement cage and vertical edges steel member are installed by design requirement；
Steel wire net rack and core plate are installed；
It is connected between constructional column steel reinforcement cage and steel wire net rack；
It is connected between adjacent steel wire net rack sandwich concrete bearing wall；
Reserved opening, and preheating embedding line；
Spraying wall body pea gravel concreten simultaneously conserves；
Installation constitution column steel reinforcement cage and slab form, one-piece casting constructional column steel reinforcement cage and floor.
The advantageous effect of the construction method of steel wire net rack sandwich concrete bearing wall building provided by the invention is：With
The prior art is compared, the construction method of steel wire net rack sandwich concrete bearing wall building of the present invention, as a result of above-mentioned
Load bearing wall is constructed, and in construction, after foundation construction, is installed steel wire net rack and core plate and is enclosed steel wire net rack, basis
Beam and the connection of constructional column steel reinforcement cage, then carry out spraying pea gravel concreten and one-piece casting, can shorten the construction period, save financial resources
Material resources reduce personnel's usage amount.
Description of the drawings
It to describe the technical solutions in the embodiments of the present invention more clearly, below will be to embodiment or description of the prior art
Needed in attached drawing be briefly described, it should be apparent that, the accompanying drawings in the following description be only the present invention some
Embodiment for those of ordinary skill in the art without having to pay creative labor, can also be according to these
Attached drawing obtains other attached drawings.
Fig. 1 is the dimensional structure diagram of steel wire net rack sandwich concrete bearing wall building provided in an embodiment of the present invention
One；
Fig. 2 is the dimensional structure diagram of steel wire net rack sandwich concrete bearing wall building provided in an embodiment of the present invention
Two；
Fig. 3 is the dimensional structure diagram of steel wire net rack sandwich concrete bearing wall building provided in an embodiment of the present invention
Three；
Fig. 4 is the stereochemical structure signal of vertical U-shape in steel wire net rack sandwich concrete bearing wall building shown in FIG. 1
Figure；
Fig. 5 is the stereochemical structure of a part of steel wire in steel wire net rack sandwich concrete bearing wall building shown in FIG. 1
Schematic diagram；
Fig. 6 is the stereochemical structure of constructional column steel reinforcement cage in steel wire net rack sandwich concrete bearing wall building shown in FIG. 1
Schematic diagram；
Fig. 7 is the stereochemical structure signal of the first U-shaped card in steel wire net rack sandwich concrete bearing wall building shown in FIG. 1
Figure.
Wherein, each reference numeral in figure：
1- core plates；2- steel wires；The vertical steel wires of 3-；4- horizontal wires；5- connection steel wires；6- vertical edges steel members；7-
Horizontal edge steel member；The second U-shaped cards of 8-；The first U-shaped cards of 9-；The second U-shapes of 10-；12- constructional column steel reinforcement cages.
Specific implementation mode
In order to make technical problems, technical solutions and advantages to be solved be more clearly understood, tie below
Accompanying drawings and embodiments are closed, the present invention will be described in further detail.It should be appreciated that specific embodiment described herein is only
To explain the present invention, it is not intended to limit the present invention.
It should be noted that when element is referred to as " being fixed on " or " being set to " another element, it can be directly another
On one element or it is connected on another element.When an element is known as " being connected to " another element, it can
To be directly to another element or be indirectly connected on another element.
It is to be appreciated that term " length ", " width ", "upper", "lower", "front", "rear", "left", "right", "vertical",
The orientation or positional relationship of the instructions such as "horizontal", "top", "bottom" "inner", "outside" is that orientation based on ... shown in the drawings or position are closed
System, is merely for convenience of description of the present invention and simplification of the description, not indicating or implying the indicated device or element must have
Specific orientation, with specific azimuth configuration and operation, therefore be not considered as limiting the invention.
In addition, term " first ", " second " are used for description purposes only, it is not understood to indicate or imply relative importance
Or implicitly indicate the quantity of indicated technical characteristic.Define " first " as a result, the feature of " second " can be expressed or
Implicitly include one or more this feature.In the description of the present invention, the meaning of " plurality " is two or more,
Unless otherwise specifically defined.
Also referring to Fig. 1 to Fig. 5, Fig. 7, now 2 frame sandwich load bearing wall of steel wire provided by the invention is illustrated.Institute
State steel wire net rack sandwich load bearing wall building, including core plate 1 and and steel wire net rack, the steel wire net rack be divided into institute including two layers
The steel wire 2 of two opposite plate faces of core plate 1 is stated, the steel wire 2 includes the vertical steel wire 3 of crisscross setting and horizontal steel
Silk 4 is equipped with the connection steel wire 5 that several rows pass through the core plate 1, the company between two layers of steel wire 2 according to a determining deviation
The both ends for connecing steel wire 5 are welded and fixed with the corresponding steel wire 2 respectively, and 1 left and right ends of the core plate are respectively equipped with vertical edges
Balsh component 6,1 bottom surface of the core plate and upper top surface are respectively equipped with horizontal edge steel member 7, the vertical edges steel member 6
Adjacent one end is welded and fixed to form frame in intersection with the horizontal edge steel member 7, the both ends point of the vertical steel wire 3
Be not weldingly connected with the corresponding horizontal edge steel member 7, the both ends of the horizontal wire 4 respectively with it is corresponding described vertical
Edge steel member 6 is weldingly connected.
2 frame sandwich load bearing wall of steel wire provided by the invention, compared with prior art, 2 frame sandwich of steel wire of the present invention is held
Weight wall is that steel wire 2 is arranged in two sides of core plate 1, passes through the company of connection steel wire 5 across core plate 1 between two steel wires 2
It connects, and edge steel member is surrounded by core plate 1, in this way, coated by steel part in the two sides of core plate 1 and surrounding,
To improve the globality and bearing capacity of wall, made moreover, the load bearing wall can press design requirement in advance, at the construction field (site) directly
Assembly reduces situ wet operation to shorten the construction period；The wall quality is lighter, and anti-seismic performance is good, and acoustical and thermal performance is good.
Wherein edge steel member is horizontally and vertically to be arranged in the horizontal edge steel member 7 of 1 left and right ends of core plate and upper bottom surface and erect
Straight edge steel member.
Further, also referring to Fig. 1 to Fig. 3 and Fig. 5, as 2 frame sandwich load bearing wall of steel wire provided by the invention
A kind of specific implementation mode, the connection steel wire 5 connects the inclination side of steel wire 5 obliquely through the core plate 1 described in same row
Inclined direction to identical, the adjacent two row connection steel wire 5 is opposite.It can be seen that a row connection steel wire tilts down,
Then two adjacent row connection steel wires of left and right tilt upwards namely adjacent two rows connect 5 space crossed settings of steel wire, Mei Yigen
Connection 5 equal oblique cutting of steel wire enters in core plate 1, and design in this way increases the length of connection steel wire 5, improves whole intensity.
Further, it please refers to Fig.1 to Fig.3 and Fig. 7, one as 2 frame sandwich load bearing wall of steel wire provided by the invention
Kind specific implementation mode, two 6 outsides of the vertical edges steel members are equipped with several to the core according to a determining deviation respectively
Plate 1 extends and horizontally disposed second U-shaped card 8, and phase is welded in the bottom of second U-shaped card 8 with the vertical edges steel member 6
Even, the both ends of second U-shaped card 8 are fixedly linked with the adjacent steel wire 2；Two horizontal edge steel members 7
Outside is equipped with several to the extension of the core plate 1 and the first vertically arranged U-shaped card 9, the first U according to a determining deviation respectively
The bottom of type card 9 is weldingly connected with the horizontal edge steel member 7, the both ends of first U-shaped card 9 with the adjacent steel
Silk screen 2 is fixedly linked, and the diameter of second U-shaped card 8 and first U-shaped card 9 is more than the vertical steel wire in the steel wire 2
3 or transverse steel wire diameter.By horizontal and vertical U-shaped card, steel member is closely connect with core plate 1, is further increased
The intensity of strong structures.
Further, refering to fig. 1 to Fig. 4, one kind as steel wire net rack sandwich concrete bearing wall provided by the invention
Specific implementation mode, the outside of two horizontal edge steel members 7 are respectively equipped with the first U-shape extended to the core plate 1
10, first U-shape includes the first U-shaped steel that quantity is equal with 3 quantity of vertical steel wire of the steel wire 2 and spacing is equal
Silk and the steel wire for connecting each first U-shaped steel wire, two extended segments of the first U-shaped steel wire with the corresponding steel wire
Net 2 is fixedly linked；
The outside of two vertical edges steel members 6 is respectively equipped with the second U-shape extended to the core plate 1, described
Second U-shape includes the second U-shaped steel wire and company that quantity is equal with 4 quantity of horizontal wire of the steel wire 2 and spacing is equal
The steel wire of each second U-shaped steel wire is connect, two extended segments of the second U-shaped steel wire are solid with the corresponding steel wire 2
It is fixed to be connected；
First U-shaped card 9 is located at the inside of first U-shape 10, and second U-shaped card 8 is located at second U-shaped
The inside of net.
By U-shape, four sides of core plate 1 are coated, the intensity of wall is further increased.The second U-shape is not drawn into figure,
In practical application, can only be arranged in the both sides up and down of load bearing wall, Open Side Down and the first upward U-shape 10, such as hole
At mouthful, the second U-shape is preferably arranged in wall end, in addition, the downside due to load bearing wall is connect with foundation ring girder, is equipped with embedded bar
Reinforce fixing, therefore, the first U-shape 10 can not also be arranged in downside.Meanwhile U-shaped card is arranged in the outside of corresponding U-shape,
It can be bound with U-shape, steel wire 2, improve fixed reliability.
Referring to Fig. 1 to Fig. 7, another object of the present invention, which also resides in, provides a kind of steel wire net rack sandwich concrete bearing wall building
Object, including 2 frame sandwich load bearing wall of steel wire described above, it is pre-buried in the ground of load bearing wall distribution several to upwardly extend
The bottom of embedded bar, each load bearing wall is correspondingly provided with two rows of embedded bars, and the load bearing wall is placed in two rows of institutes
Between stating embedded bar, and each embedded bar is connected with the binding of the steel wire 2 of corresponding one side, connected two institutes
It states and is respectively equipped with constructional column steel reinforcement cage 12, the constructional column steel reinforcement cage at T-joint, L-shaped connector or the cruciform joint of load bearing wall
12 pass through plain net banding fixed respectively with two adjacent load bearing walls.
The advantageous effect of 2 frame sandwich load bearing wall building of steel wire provided by the invention is：Compared with prior art, originally
2 frame sandwich load bearing wall building of invention steel wire, using above-mentioned 2 frame sandwich load bearing wall of steel wire, it is only necessary to foundation ring girder is built,
Installation constitution column steel reinforcement cage 12, then by above-mentioned component adjacent position banding fixed two-by-two, construction is time saving and energy saving, shortens work
Phase reduces situ wet operation, and building globality is strong, and bearing capacity is strong, and anti-seismic performance is good, and sound-insulating and heat-insulating effect is good.
Further, it please refers to Fig.1 to Fig.3, is built as steel wire net rack sandwich concrete bearing wall provided by the invention
A kind of specific implementation mode of object, the external corners of adjacent two load bearing walls and inner corner trim are by together with the net binding of angle.Angle net
Structure be not drawn into figure, structure is the more steel wires for curving right angle, and structure is referring to Fig. 4, for reinforcing corner
Connection improves the intensity of building entirety.
Further, it please refers to Fig.1 to Fig.3, is built as steel wire net rack sandwich concrete bearing wall provided by the invention
A kind of specific implementation mode of object, the horizontal edge steel member 7 of top surface extends to institute to both ends on the load bearing wall
The top of constructional column steel reinforcement cage 12 is stated, the abutting end of adjacent horizontal edge steel member 7 is weldingly connected.Horizontal sides balsh above
Component 7 is connected as one, and constitutes a collar tie beam, improves the whole intensity of building.
Further, refering to fig. 1 to Fig. 3, as steel wire net rack sandwich concrete bearing wall building provided by the invention
A kind of specific implementation mode, the core plate 1 be thermal insulation board.
Further, it please refers to Fig.1 to Fig.3, is built as steel wire net rack sandwich concrete bearing wall provided by the invention
A kind of specific implementation mode of object, the vertical edges steel member 6 and the horizontal edge steel member 7 are the side of same size
Steel pipe.It is of same size between the width and both sides steel wire of square steel tube.
Referring to Fig. 1 to Fig. 3, another object of the present invention, which also resides in, provides a kind of steel wire net rack sandwich concrete bearing wall building
The construction method of object, includes the following steps：
Foundation ring girder is poured, buries and puts embedded bar；
Constructional column steel reinforcement cage 12 is bound, and the constructional column steel reinforcement cage 12 and vertical edges steel member are installed by design requirement
6；
Steel wire net rack and core plate are installed；
It is connected between constructional column steel reinforcement cage 12 and steel wire net rack；
Reserved opening, preheating embedding line；
Spraying wall body pea gravel concreten simultaneously conserves；
Installation constitution column steel reinforcement cage and slab form, one-piece casting constructional column steel reinforcement cage and floor.
The advantageous effect of the construction method of steel wire net rack sandwich concrete bearing wall building provided by the invention is：With
The prior art is compared, the construction method of steel wire net rack sandwich concrete bearing wall building of the present invention, as a result of above-mentioned
Load bearing wall is constructed, and in construction, after foundation construction, is installed steel wire net rack and core plate and is enclosed steel wire net rack, basis
Beam and the connection of constructional column steel reinforcement cage, then carry out spraying pea gravel concreten and one-piece casting, can shorten the construction period, save financial resources
Material resources reduce personnel's usage amount.
Here is one of them specific construction method of the invention.
One, in two kinds of situation
1, using masonry basis
It is excavating in foundation trench, is building masonry basis by laying bricks or stones；Foundation ring girder, and reserved constructional column steel reinforcement cage are poured at the top of basis.
2, using isolated footing
Using independent foundation, foundation connection beam, and reserved constructional column are set between basis.
Two, it installs
1, constructional column steel reinforcement cage 12 is first bound, afterwards perpendicular 4cm × 6cm square steel tubes, under constructional column steel reinforcement cage 12 and square steel tube
While being welded on embedded bar, it is desirable that full weld, square steel tube requires must be vertical, error 1mm-2mm；
2, vertical tube requirement：Core plate 1 has certain specification, every the perpendicular vertical square steel tube together of two pieces of core plates 1, i.e., vertically puts
Spacing between the square steel tube set is not preferably greater than 2.4m, and vertical square steel tube is used with horizontal square steel tube intersection and is welded to connect, and
Its connecting node is preferably connected with constructional column steel reinforcement cage 12；
3, hole requires：Steel edge member should be arranged in hole surrounding；
4, board wall is installed：The steel wire net rack of wallboard with constructional column junction, hole at and with steel member junction, answer
Steel tie is set.
Three, distribution is installed
At wall steel wire net rack and constructional column junction, hole, the T-shaped of wall, cross or L-shaped joint, it should use
Steel fabric sheet carries out binding overlap joint.
Three, it illuminates
After steel wire net rack installs, building pipeline is arranged；Then it to wallboard gunning concrete, should not be stayed per facing-wall board
If construction joint answers one-piece casting, to ensure its globality；It waits for that R.C. wall board reaches intensity requirement, installs constructional column and floor
Template, pour constructional column and floor.
The foregoing is merely illustrative of the preferred embodiments of the present invention, is not intended to limit the invention, all essences in the present invention
All any modification, equivalent and improvement etc., should all be included in the protection scope of the present invention made by within refreshing and principle.
Claims (10)
1. steel wire net rack sandwich concrete bearing wall, including core plate and steel wire net rack, the steel wire net rack are divided into including two layers
The steel wire of the core plate both sides, the steel wire includes the vertical steel wire and horizontal wire of crisscross setting, described in two layers
Between steel wire the connection steel wire that several columns pass through the core plate, the both ends difference of the connection steel wire are equipped with according to a determining deviation
It is welded and fixed with the corresponding steel wire, it is characterised in that：The core plate left and right ends are respectively equipped with vertical edges steel member,
The core plate bottom surface and upper top surface are respectively equipped with horizontal edge steel member, the vertical edges steel member and the horizontal edge
The adjacent one end of steel member is welded and fixed to form frame in intersection, the both ends of the vertical steel wire respectively with the corresponding water
Pingbian balsh Member Welding is connected, and phase is welded in the both ends of the horizontal wire with the corresponding vertical edges steel member respectively
Even.
2. steel wire net rack sandwich concrete bearing wall as described in claim 1, it is characterised in that：The connection steel wire is oblique to be worn
The core plate is crossed, the inclined direction that steel wire is connected described in same row is identical, the inclined direction of the adjacent two row connection steel wire
On the contrary.
3. steel wire net rack sandwich concrete bearing wall as described in claim 1, it is characterised in that：Two vertical edges balsh
Extend respectively to the core plate equipped with several according to a determining deviation on the outside of component and horizontally disposed second U-shaped card, described the
The bottom of two U-shaped cards is weldingly connected with the vertical edges steel member, the both ends of second U-shaped card with the adjacent steel
Silk screen is fixedly linked；Prolong respectively to the core plate equipped with several according to a determining deviation on the outside of two horizontal edge steel members
It stretches and the first vertically arranged U-shaped card, the bottom of first U-shaped card is weldingly connected with the horizontal reinforcement edge member, institute
The both sides muscle for stating the first U-shaped card is fixedly linked with the adjacent steel wire, second U-shaped card and first U-shaped card
Diameter be more than the steel wire vertical steel wire or transverse steel wire diameter.
4. steel wire net rack sandwich concrete bearing wall as claimed in claim 3, it is characterised in that：Two horizontal sides balsh
The first U-shape extended to the core plate is respectively equipped on the outside of component, first U-shape includes quantity and the steel wire
Vertical steel wire quantity is equal and the first U-shaped steel wire that spacing is equal and the steel wire for connecting each first U-shaped steel wire, described the
Two extended segments of one U-shaped steel wire are fixedly linked with the corresponding steel wire；
The second U-shape extended to the core plate, second U-shaped are respectively equipped on the outside of two vertical edges steel members
Net includes the second U-shaped steel wire that quantity is equal with the horizontal wire quantity of the steel wire and spacing is equal and connection each described the
Two extended segments of the steel wire of two U-shaped steel wires, the second U-shaped steel wire are fixedly linked with the corresponding steel wire；
First U-shaped card is located at the inside of first U-shape, and second U-shaped card is located at the interior of second U-shape
Side.
5. steel wire net rack sandwich concrete bearing wall building, it is characterised in that：Including as described in any one of claim 1-4
Steel wire net rack sandwich concrete bearing wall, several embedded bars upwardly extended of setting in the basis of load bearing wall distribution,
The bottom of each load bearing wall is correspondingly provided with two rows of embedded bars, and the load bearing wall is placed in two rows of embedded bars
Between, and each embedded bar binds with the steel wire of corresponding one side and connects, connected two load bearing walls
Be respectively equipped with constructional column steel reinforcement cage at T-joint, L-shaped connector or cruciform joint, the constructional column steel reinforcement cage with adjacent two
The load bearing wall passes through plain net banding fixed respectively.
6. steel wire net rack sandwich concrete bearing wall building as claimed in claim 5, it is characterised in that：Two adjacent institutes
The external corner of load bearing wall and inner corner trim are stated by together with the net binding of angle.
7. steel wire net rack sandwich concrete bearing wall building as claimed in claim 5, it is characterised in that：Positioned at the load-bearing
The horizontal edge steel member of top surface extends to the top of the constructional column steel reinforcement cage, adjacent horizontal edge to both ends on wall
The abutting end of steel member is weldingly connected.
8. steel wire net rack sandwich concrete bearing wall building as claimed in claim 5, it is characterised in that：The core plate is to protect
Warm plate.
9. steel wire net rack sandwich concrete bearing wall building as claimed in claim 5, it is characterised in that：The vertical edges
Steel member and the horizontal edge steel member are the square steel tube of same size.
10. the construction method of steel wire net rack sandwich concrete bearing wall building as described in any one of claim 5-9, special
Sign is：Include the following steps：
Foundation ring girder is poured, buries and puts embedded bar；
Constructional column steel reinforcement cage is bound, and the constructional column steel reinforcement cage and vertical edges steel member are installed by design requirement；
Steel wire net rack and core plate are installed；
It is connected between constructional column steel reinforcement cage and steel wire net rack；
Reserved opening, preheating embedding line；
Spraying wall body pea gravel concreten simultaneously conserves；
Installation constitution column steel reinforcement cage and slab form, one-piece casting constructional column steel reinforcement cage and floor.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201810732346.9A CN108643385A (en) | 2018-07-05 | 2018-07-05 | The construction method of steel wire net rack sandwich concrete bearing wall, building and the building |
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201810732346.9A CN108643385A (en) | 2018-07-05 | 2018-07-05 | The construction method of steel wire net rack sandwich concrete bearing wall, building and the building |
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| CN108643385A true CN108643385A (en) | 2018-10-12 |
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| CN201810732346.9A Pending CN108643385A (en) | 2018-07-05 | 2018-07-05 | The construction method of steel wire net rack sandwich concrete bearing wall, building and the building |
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| CN (1) | CN108643385A (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110080478A (en) * | 2019-04-30 | 2019-08-02 | 夏阳 | A kind of Internet of Things intelligent building component and preparation method thereof |
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