CN110485637A - A kind of high anti-seismic formula building bar cage of achievable fast pouring - Google Patents
A kind of high anti-seismic formula building bar cage of achievable fast pouring Download PDFInfo
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- CN110485637A CN110485637A CN201910664625.0A CN201910664625A CN110485637A CN 110485637 A CN110485637 A CN 110485637A CN 201910664625 A CN201910664625 A CN 201910664625A CN 110485637 A CN110485637 A CN 110485637A
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- muscle
- seismic
- cage
- disk
- fixedly installed
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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
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/62—Insulation or other protection; Elements or use of specified material therefor
- E04B1/92—Protection against other undesired influences or dangers
- E04B1/98—Protection against other undesired influences or dangers against vibrations or shocks; against mechanical destruction, e.g. by air-raids
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C5/00—Reinforcing elements, e.g. for concrete; Auxiliary elements therefor
- E04C5/01—Reinforcing elements of metal, e.g. with non-structural coatings
- E04C5/06—Reinforcing elements of metal, e.g. with non-structural coatings of high bending resistance, i.e. of essentially three-dimensional extent, e.g. lattice girders
-
- 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
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- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Environmental & Geological Engineering (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Business, Economics & Management (AREA)
- Emergency Management (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Buildings Adapted To Withstand Abnormal External Influences (AREA)
- Piles And Underground Anchors (AREA)
Abstract
The invention discloses a kind of high anti-seismic formula building bar cages of achievable fast pouring, including main reinforcement, the outside of main ribs is fixedly installed with disk muscle, the bottom of the disk muscle is fixedly installed with external reinforcement supporting rib, the bottom of main ribs is fixedly installed with reinforcing backing, it is fixedly connected between main ribs and reinforcing backing by firm hack lever, by being fixedly connected between connection reinforcing bar and external reinforcement supporting rib inside, the anti-deformation muscle is fixedly connected through moulding circle with its anti-scaffold of bottom load-bearing the anti-deformation muscle.The high anti-seismic formula building bar cage of fast pouring can be achieved in this, traditional single layer cylinder cage body structure is abandoned, Optimal improvements by a relatively large margin have been carried out to overall structure on the basis of the high stability of original steel reinforcement cage, using the compound cylinder cage body structure of double steel bar cage, casting position is accurately positioned, and whole assembly weight is increased, can quickly carry out stability and high efficiency pours work, so that it is functional to expand whole use.
Description
Technical field
The present invention relates to technical field of buildings, the high anti-seismic formula building bar of specially a kind of achievable fast pouring
Cage.
Background technique
Building is the general name of building and structures, is people to meet social life needs, utilizes grasped object
Matter technological means, and the artificial environment created with certain scientific law, geomantic omen theory and aesthetic principle.
Steel reinforcement cage is one of master tool important in architectural engineering, stress of the primarily function with pillar longitudinal reinforcement
It is similarly, mainly to play drawing-resistant function, the compression strength of concrete is high but tensile strength is very low.Constraint is played to pile concrete
Effect, make it to bear certain horizontal force, when high-building construction, drive piles according to requiring to may require basis, side
Method is to be drilled with using machine punching and water mill, and hole depth reaches design requirement, then transfers steel reinforcement cage to stake holes, is inserted into
Conduit carries out concrete casting, however there is mostly use tradition mostly for the steel reinforcement cage being applied in construction on existing market
Single layer cylinder cage body structure, overall structure is too simple, makes it be difficult to meet a variety of use demands in actual use, needs to fill
Wait for a period of time after matching can just carry out it is stable pour work, dragged slowly whole job schedule, reduced whole make
With working efficiency, and own wt be difficult to bear during casting concrete caused by buoyancy, be easy to happen floating situation, make
It obtains whole using effect and integral working to be a greater impact, while the gap of itself steel bar combined structure is larger simultaneously
Do not have rigid stable construct, so that whole shock resistance is general, so that whole is affected to some extent using functionality,
The shortcomings that leading to whole narrow scope of application.
Summary of the invention
The purpose of the present invention is to provide a kind of high anti-seismic formula building bar cages of achievable fast pouring, on solving
It states and proposes to mostly use conventional monolayers cylinder cage body structure in background technique, overall structure is too simple, it is made to be difficult to meet reality
A variety of use demands in use, need to wait for a period of time after assembling can just carry out it is stable pour work, dragged slowly whole
The job schedule of body reduces the whole working efficiency that uses, and own wt is difficult to bear to be produced during casting concrete
Raw buoyancy is easy to happen floating situation, so that whole using effect and integral working is a greater impact, simultaneously
The gap of itself steel bar combined structure is larger not to have rigid stable construct, so that whole shock resistance is general, so that whole
The problem of being affected to some extent using functionality, lead to whole narrow scope of application of body.
To achieve the above object, the invention provides the following technical scheme: a kind of high anti-seismic formula of achievable fast pouring is built
It builds and is fixedly installed with disk muscle with steel reinforcement cage, including main reinforcement, the outside of main ribs, the bottom of the disk muscle is fixedly installed with additional
Gu supporting rib, the bottom of main ribs is fixedly installed with reinforcing backing, by consolidating hack lever between main ribs and reinforcing backing
It is fixedly connected, the upper end of main ribs offers through-hole, and the upper end position inclination on the outside of main ribs is fixed with barb block, described
The inside of disk muscle is fixedly installed with interior cage, and para-seismic support, the reinforcing support are fixedly installed on the inside of the external reinforcement supporting rib
Middle position inside bottom is fixedly installed with the firm ring of buffering, passes through rigid link between the reinforcing backing and the firm ring of buffering
It is fixedly connected, is connected with each other between the reinforcing backing and disk muscle by weight linear meter, the interior cage is using secondary rinforcement bar as branch
The outside of support group column, the secondary rinforcement bar is fixedly installed with moulding circle, and the bottom of the moulding circle is fixedly installed with anti-deformation
Muscle, the middle position on the outside of the anti-deformation muscle are fixedly installed with connection reinforcing bar, and the anti-deformation muscle passes through connection reinforcing bar and outer
It reinforces between on the inside of supporting rib and is fixedly connected, the anti-deformation muscle is fixedly connected through moulding circle with its anti-scaffold of bottom load-bearing.
Preferably, main ribs generally cylindrical structure, and main reinforcement on disk muscle annular equidistantly through there is specification phase
Same six, disk muscle is longitudinal equidistant fixed in six roots of sensation main reinforcement, while each disk muscle is the identical circular ring shape rigidity of specification
Structure.
Preferably, equidistant annular is fixed between every two disk muscle and the main reinforcement that is staggered is in disk muscle for the external reinforcement supporting rib
In run through position, and the specification of each external reinforcement supporting rib is all the same, while the diameter dimension for reinforcing backing is less than disk muscle
Diameter dimension.
Preferably, the firm hack lever is integrally an integral structure with backing is reinforced, and symmetrically solid in disk muscle bottom angled
It is fixed, and weight linear meter between the outer ring and disk muscle bottom for reinforcing backing equidistantly fix by inclination, while the specification of each weight linear meter
It is all the same.
Preferably, the through-hole opens up length of the depth less than main reinforcement upper end beyond disk muscle, and antidetonation in main reinforcement upper end
Bracket between every two external reinforcement supporting rib in certain radian X-shaped structure, and with the external reinforcement supporting rib of two sides it
Between seamless welding, simultaneous buffering consolidate ring reinforce backing interior bottom portion by rigid link and reinforce backing between is fixed to each other
Connection.
Preferably, to be equidistantly fixed with specification six identical buffering firm ring outer annular for the rigid link, and
Barb block is three identical in external longitudinal be equidistantly fixedly installed with specification of each main reinforcement beyond disk muscle upper part, simultaneously
The dress state that each barb block is tilted down on the outside of main reinforcement.
Preferably, the interior cage generally hollow cylinder structure, and the outer diameter of interior cage is less than the internal diameter ruler of disk muscle
It is very little.
Preferably, equidistantly specification is six identical through having for annular on moulding circle for the secondary rinforcement bar, and moulding
Circle is longitudinal equidistant fixed outside six secondary rinforcement bars, and keeps anti-deformation muscle annular between every two moulding circle equidistant
It is fixed.
Preferably, the moulding circle each specification fixed outside six secondary rinforcement bars is all the same, and each preapres for an unfavorable turn of events
The specification of shape muscle is all the same.
Preferably, the connection reinforcing bar longitudinal annular equidistantly distributed outside the anti-deformation muscle that annular is equidistantly fixed,
And the specification of each connection reinforcing bar is all the same, while the anti-scaffold of load-bearing is in X-shaped intersection construction in the interior bottom portion of interior cage.
Compared with prior art, the beneficial effects of the present invention are: the high anti-seismic formula construction(al)steel that fast pouring can be achieved
Muscle cage has abandoned traditional single layer cylinder cage body structure, carries out on the basis of the high stability of original steel reinforcement cage to overall structure
Optimal improvements by a relatively large margin, using the compound cylinder cage body structure of double steel bar cage, it is accurately fixed to carry out to casting position
Position, and whole assembly weight is increased, the work that pours of stability and high efficiency can be quickly carried out, and by the bottom of outer steel reinforcement cage
Portion be additionally arranged the reinforcing backing of integral structure, improve stabilization of the overall structure in the work of practical application normal use
Property, the roll stabilization structure that is connected using more main reinforcements cooperation disk muscle with rinforcement bar and added by the structure of an essay for each rinforcement bar
If the para-seismic support of X architecture, the whole anti-seismic performance in practical application use of the steel reinforcement cage is effectively improved, it can be effective
Reduce vibration suffered in real work, enrich whole using functional, while passing through the main reinforcement in outer steel reinforcement cage
The equidistant fixed barb block tilted down, matches, energy with the reinforcing backing of the supported connection of multiple weight linear meters on the outside of upper end
Enough it effectively prevent the steel reinforcement cage to occur to float to influence whole using effect and working performance in carrying out casting process
Situation, greatly improves the comprehensive performance of steel reinforcement cage entirety, so that it is functional to expand whole use.
Detailed description of the invention
Fig. 1 is fractionation structural representation inside and outside the present invention；
Fig. 2 is the present invention without reinforcing overall structure diagram；
Fig. 3 is ruggedized construction schematic diagram of the present invention；
Fig. 4 is the outer steel reinforcement cage overlooking structure diagram of the present invention.
Fig. 5 is attachment structure schematic diagram inside and outside the present invention.
Fig. 6 is reinforced steel structural schematic diagram of the present invention.
Fig. 7 is barb block structure schematic diagram of the present invention.
Fig. 8 is ruggedized construction schematic diagram in bottom of the present invention.
In figure: 1, main reinforcement；2, disk muscle；3, external reinforcement supporting rib；4, backing is reinforced；5, hack lever is consolidated；6, through-hole；7, antidetonation
Bracket；8, firm ring is buffered；9, rigid link；10, barb block；12, interior cage；13, secondary rinforcement bar；14, moulding circle；15, prevent
Deform muscle；16, reinforcing bar is connected；17, the anti-scaffold of load-bearing；18, weight linear meter.
Specific embodiment
Following will be combined with the drawings in the embodiments of the present invention, and technical solution in the embodiment of the present invention carries out clear, complete
Site preparation description, it is clear that described embodiments are only a part of the embodiments of the present invention, instead of all the embodiments.It is based on
Embodiment in the present invention, it is obtained by those of ordinary skill in the art without making creative efforts every other
Embodiment shall fall within the protection scope of the present invention.
Please refer to Fig. 1-8, the present invention provides a kind of technical solution: a kind of high anti-seismic formula of achievable fast pouring is for building
Steel reinforcement cage, including main reinforcement 1, disk muscle 2, external reinforcement supporting rib 3, reinforcing backing 4, firm hack lever 5, through-hole 6, para-seismic support 7, buffering
Firm ring 8, rigid link 9, barb block 10, interior cage 12, secondary rinforcement bar 13, moulding circle 14, anti-deformation muscle 15, connection reinforcing bar
16, the anti-scaffold 17 of load-bearing and weight linear meter 18, the outside of main reinforcement 1 are fixedly installed with disk muscle 2, and the bottom of disk muscle 2 is fixedly installed with outer
Supporting rib 3 is reinforced, the bottom of main reinforcement 1, which is fixedly installed with, reinforces backing 4, by consolidating hack lever 5 between main reinforcement 1 and reinforcing backing 4
It is fixedly connected, the upper end of main reinforcement 1 offers through-hole 6, and the upper end position inclination in 1 outside of main reinforcement is fixed with barb block 10, disk muscle 2
Inside is fixedly installed with interior cage 12, and the inside of external reinforcement supporting rib 3 is fixedly installed with para-seismic support 7, reinforces in inside backing 4
Between position be fixedly installed with the firm ring 8 of buffering, reinforce backing 4 and buffer and is fixedly connected between firm ring 8 by rigid link 9,
It reinforces between backing 4 and disk muscle 2 and is connected with each other by weight linear meter 18, interior cage 12 is secondary using secondary rinforcement bar 13 as support base
The outside of grade rinforcement bar 13 is fixedly installed with moulding circle 14, and the bottom of moulding circle 14 is fixedly installed with anti-deformation muscle 15, anti-deformation
The middle position in 15 outside of muscle is fixedly installed with connection reinforcing bar 16, and anti-deformation muscle 15 passes through connection reinforcing bar 16 and external reinforcement supporting rib
It is fixedly connected between 3 insides, anti-deformation muscle 15 is fixedly connected through moulding circle 14 with the anti-scaffold 17 of its bottom load-bearing；
Further, the generally cylindrical structure of main reinforcement 1, and main reinforcement 1 on disk muscle 2 annular equidistantly through there is specification phase
Same six, disk muscle 2 is longitudinal equidistant fixed in six roots of sensation main reinforcement 1, while each disk muscle 2 is that the identical circular ring shape of specification is rigid
Property structure, enhances whole structural stability；
Further, equidistant annular is fixed between every two disk muscle 2 and the main reinforcement 1 that is staggered is in disk for external reinforcement supporting rib 3
Run through position in muscle 2, and the specification of each external reinforcement supporting rib 3 is all the same, while the diameter dimension for reinforcing backing 4 is less than disk
The diameter dimension of muscle 2 breaches work limit of the original structure in practical application use；
Further, it consolidates hack lever 5 and is an integral structure with 4 entirety of backing is reinforced, and is symmetrically solid in 2 bottom angled of disk muscle
It is fixed, and weight linear meter 18 between 2 bottom of outer ring and disk muscle for reinforcing backing 4 equidistantly fix by inclination, while each weight linear meter 18
Specification it is all the same, ensure that external integrally-built reasonable stability；
Further, through-hole 6 opens up length of the depth less than 1 upper end of main reinforcement beyond disk muscle 2 in 1 upper end of main reinforcement, and anti-
Bracket 7 is shaken between every two external reinforcement supporting rib 3 in the X-shaped structure with certain radian, and is supported with the external reinforcement of two sides
Seamless welding between muscle 3, simultaneous buffering consolidate ring 8 reinforce 4 interior bottom portion of backing by rigid link 9 and reinforce backing 4 it
Between be mutually permanently connected, effectively strengthen the whole shock resistance in practical application use；
Further, to be equidistantly fixed with specification six identical buffering firm 8 outer annular of ring for rigid link 9, and
Barb block 10 is three identical in external longitudinal be equidistantly fixedly installed with specification of each main reinforcement 1 beyond 2 upper part of disk muscle,
The dress state that each barb block 10 is tilted down in 1 outside of main reinforcement simultaneously, prevents the steel reinforcement cage from integrally sending out in casting process
Raw the case where floating；
Further, interior cage 12 generally hollow cylinder structure, and the outer diameter of interior cage 12 is less than the internal diameter of disk muscle 2
Size uses the double-deck stable structure, enables the device to the working performance for realizing fast pouring；
Further, equidistantly specification is six identical through having for annular on moulding circle 14 for secondary rinforcement bar 13, and moulds
Shape circle 14 is longitudinal equidistant fixed six secondary 13 outsides of rinforcement bar, and makes anti-deformation muscle 15 between every two moulding circle 14
It is annular equidistant fixed, improve whole using effect and working performance；
Further, each specification fixed outside six secondary rinforcement bars 13 of moulding circle 14 is all the same and each anti-
The specification for deforming muscle 15 is all the same, and it is functional to enrich using for steel reinforcement cage entirety；
Further, connection reinforcing bar 16 equidistantly divides in the annular longitudinal annular in 15 outside of anti-deformation muscle equidistantly fixed
Cloth, and the specification of each connection reinforcing bar 16 is all the same, while the anti-scaffold 17 of load-bearing is in X-shaped cross knot in the interior bottom portion of interior cage 12
Structure be obviously improved to comprehensive performance effectively expanding the whole scope of application.
Working principle: the main reinforcement 1 of six rigid structures makes this by the arc back cover cylindrical structure through multiple disk muscle 2
Steel reinforcement cage integrally has higher stability in use, and equidistantly fixed installation is outer for annular by between each longitudinal disk muscle 2
Supporting rib 3 is reinforced, to promote the whole structural stability in the work of practical application normal use, connects reinforcing bar using utilizing
The 16 interior cages 12 being fixedly connected and the double-layer compound cage body structure constituted between ontology, are capable of the determination of the fast and stable steel
Muscle cage is whole to be poured a little, and the integral type by being welded using firm hack lever 5 reinforces backing 4, is added significantly to the reinforcing bar
Itself counterweight of cage entirety, so that the whole overall stability being assemblied in be drilled hole in advance is effectively raised, it can
It realizes the rapid construction rhythm for directly carrying out pouring work after assembling, is conducive to accelerate on the basis of guaranteeing using working efficiency
The construction speed of monolithic architecture engineering, effectively improves whole using effect and working performance, each annular spread it is outer
It reinforces between supporting rib 3 and longitudinal disk muscle 2 equidistantly arranged and whole assembling is enhanced by the para-seismic support 7 of X architecture
And job stability in work is poured, vibration suffered in real work use can be efficiently reduced, and using existing
1 outside of main reinforcement equidistantly tilts the even engaging property of the hook between fixed barb block 10 and assembly hole inner wall, effectively prevent the steel
Muscle cage is whole, and there is a situation where floatings to influence pouring quality during being poured using work, improves whole synthesis
Performance, interior cage 12 are stably connected on the inside of the connection reinforcing bar 16 and external reinforcement supporting rib 3 using the fixation of 15 outer annular of anti-deformation muscle,
It prevents from falling off in normal use work, effectively expands the whole scope of application.
Finally it should be noted that the above content is merely illustrative of the technical solution of the present invention, rather than the present invention is protected
The limitation of range, the simple modification or equivalent replacement that those skilled in the art carry out technical solution of the present invention,
All without departing from the spirit and scope of technical solution of the present invention.
Claims (10)
1. a kind of high anti-seismic formula building bar cage of achievable fast pouring, including main reinforcement (1), it is characterised in that: the master
The outside of muscle (1) is fixedly installed with disk muscle (2), and the bottom of the disk muscle (2) is fixedly installed with external reinforcement supporting rib (3), described
The bottom of main reinforcement (1), which is fixedly installed with, reinforces backing (4), by consolidating hack lever between main ribs (1) and reinforcing backing (4)
(5) it is fixedly connected, the upper end of main ribs (1) offers through-hole (6), and the upper end position on the outside of main ribs (1), which tilts, to be fixed
Have barb block (10), the inside of the disk muscle (2) is fixedly installed with interior cage (12), and the inside of the external reinforcement supporting rib (3) is solid
Dingan County is equipped with para-seismic support (7), and described middle position for reinforcing backing (4) inside is fixedly installed with buffering and consolidates ring (8), described
It reinforces between backing (4) and buffering firm ring (8) and is fixedly connected by rigid link (9), the reinforcing backing (4) and disk muscle
(2) it being connected with each other between by weight linear meter (18), the interior cage (12) is using secondary rinforcement bar (13) as support base, and described time
The outside of grade rinforcement bar (13) is fixedly installed with moulding circle (14), and the bottom of the moulding circle (14) is fixedly installed with anti-deformation muscle
(15), the middle position on the outside of the anti-deformation muscle (15) is fixedly installed with connection reinforcing bar (16), and the anti-deformation muscle (15) is logical
It crosses between connection reinforcing bar (16) and external reinforcement supporting rib (3) inside and is fixedly connected, the anti-deformation muscle (15) runs through moulding circle
(14) it is fixedly connected with its anti-scaffold of bottom load-bearing (17).
2. a kind of high anti-seismic formula building bar cage of achievable fast pouring according to claim 1, it is characterised in that:
Main ribs (1) generally cylindrical structure, and main reinforcement (1) on disk muscle (2) annular equidistantly through there is specification identical six
A, disk muscle (2) is longitudinal equidistant fixed on six roots of sensation main reinforcement (1), while each disk muscle (2) is that the identical circular ring shape of specification is rigid
Property structure.
3. a kind of high anti-seismic formula building bar cage of achievable fast pouring according to claim 1, it is characterised in that:
Equidistant annular is fixed between every two disk muscle (2) and the main reinforcement that is staggered (1) is in disk muscle (2) for the external reinforcement supporting rib (3)
Run through position, and the specification of each external reinforcement supporting rib (3) is all the same, while the diameter dimension for reinforcing backing (4) is less than disk
The diameter dimension of muscle (2).
4. a kind of high anti-seismic formula building bar cage of achievable fast pouring according to claim 1, it is characterised in that:
The firm hack lever (5) is an integral structure with backing (4) entirety is reinforced, and symmetrically fixes in disk muscle (2) bottom angled, and match
Weight bar (18) between the outer ring and disk muscle (2) bottom for reinforcing backing (4) equidistantly fix by inclination, while each weight linear meter (18)
Specification it is all the same.
5. a kind of high anti-seismic formula building bar cage of achievable fast pouring according to claim 1, it is characterised in that:
The through-hole (6) opens up length of the depth less than main reinforcement (1) upper end beyond disk muscle (2), and para-seismic support main reinforcement (1) upper end
(7) in the X-shaped structure with certain radian, and the external reinforcement supporting rib with two sides between every two external reinforcement supporting rib (3)
(3) seamless welding between, simultaneous buffering consolidate ring (8) and are reinforcing backing (4) interior bottom portion by rigid link (9) and reinforcing support
Bottom is mutually permanently connected between (4).
6. a kind of high anti-seismic formula building bar cage of achievable fast pouring according to claim 1, it is characterised in that:
Equidistantly to be fixed with specification six identical buffering firm ring (8) outer annular for the rigid link (9), and barb block (10)
In each main reinforcement (1), external longitudinal specification that is equidistantly fixedly installed with beyond disk muscle (2) upper part is three identical, simultaneously
The dress state that each barb block (10) is tilted down on the outside of main reinforcement (1).
7. a kind of high anti-seismic formula building bar cage of achievable fast pouring according to claim 1, it is characterised in that:
The interior cage (12) generally hollow cylinder structure, and the outer diameter of interior cage (12) is less than the internal diameter of disk muscle (2).
8. a kind of high anti-seismic formula building bar cage of achievable fast pouring according to claim 1, it is characterised in that:
Equidistantly specification is six identical through having for annular on moulding circle (14) for the secondary rinforcement bar (13), and moulding circle (14) In
Six secondary rinforcement bars (13) are external longitudinal equidistant fixed, and make anti-deformation muscle (15) ring between every two moulding circle (14)
Shape is equidistantly fixed.
9. a kind of high anti-seismic formula building bar cage of achievable fast pouring according to claim 1, it is characterised in that:
The moulding circle (14) each specification fixed outside six secondary rinforcement bars (13) is all the same, and each anti-deformation muscle (15)
Specification it is all the same.
10. a kind of high anti-seismic formula building bar cage of achievable fast pouring according to claim 1, feature exist
In: the annular equidistantly distributed in anti-deformation muscle (15) outside longitudinal direction that connection reinforcing bar (16) is equidistantly fixed in annular, and it is every
The specification of a connection reinforcing bar (16) is all the same, while the anti-scaffold of load-bearing (17) is in X-shaped cross knot in the interior bottom portion of interior cage (12)
Structure.
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| CN201910664625.0A CN110485637B (en) | 2019-07-23 | 2019-07-23 | Can realize high antidetonation formula reinforcing bar cage for building of pouring fast |
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| CN201910664625.0A CN110485637B (en) | 2019-07-23 | 2019-07-23 | Can realize high antidetonation formula reinforcing bar cage for building of pouring fast |
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Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112853944A (en) * | 2021-02-04 | 2021-05-28 | 中建二局第二建筑工程有限公司 | Steel reinforcement cage for building construction and pouring construction method thereof |
| CN113502808A (en) * | 2021-06-30 | 2021-10-15 | 天津市建筑构件工程有限公司 | Pile foundation reinforcement cage anti-floating device and anti-floating method |
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| CN113502808A (en) * | 2021-06-30 | 2021-10-15 | 天津市建筑构件工程有限公司 | Pile foundation reinforcement cage anti-floating device and anti-floating method |
| CN113502808B (en) * | 2021-06-30 | 2022-02-01 | 天津市建筑构件工程有限公司 | Pile foundation reinforcement cage anti-floating device and anti-floating method |
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