CN206289868U - A kind of steel reinforcement cage - Google Patents
A kind of steel reinforcement cage Download PDFInfo
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- CN206289868U CN206289868U CN201620915961.XU CN201620915961U CN206289868U CN 206289868 U CN206289868 U CN 206289868U CN 201620915961 U CN201620915961 U CN 201620915961U CN 206289868 U CN206289868 U CN 206289868U
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- steel reinforcement
- reinforcement cage
- girt strip
- rib post
- hoop
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Abstract
The application is related to a kind of steel reinforcement cage, including girt strip steel reinforcement cage and rib post steel reinforcement cage, girt strip steel reinforcement cage includes that half rectilineal hoop is surrounded jointly with half girt strip steel reinforcement cage of the vertical muscle of girt strip by two, half rectilineal hoop has multiple limb sections, adjacent two limb is intersegmental to carry out bending half rectilineal hoop bending part of formation, and each limb section of half rectilineal hoop locates same plane, forms semi-circular, and the intersegmental formation openend of two limbs positioned at two ends, girt strip is vertical, and muscle is perpendicular to the plane residing for half rectilineal hoop and is fixed on half rectilineal hoop bending part；The region for placing rib post steel reinforcement cage is left on half girt strip steel reinforcement cage, half rectilineal hoop is not set in the region, rib post steel reinforcement cage is fixed in the region, the both sides and openend that two halves girt strip steel reinforcement cage is individually fixed in rib post steel reinforcement cage are oppositely arranged, and are fixedly connected between two halves girt strip steel reinforcement cage and constitute rectangular configuration with rib post steel reinforcement cage.The reinforcement cage structure of the application simplifies fabrication of reinforcing cage operation, is easy to the factorial praluction of steel reinforcement cage, is greatly decreased and manually participates in and improve construction quality.
Description
Technical field
The application is related to building structure technology field, more particularly to a kind of production process that can simplify steel reinforcement cage, effectively
Improve the steel reinforcement cage of construction quality.
Background technology
With the development of building structure technology, close rib composite wall board structure occurs and in work as a kind of new structural systen
It is applied in journey.Used as a kind of distinctive element type, the close rib composite wall board in the system is mixed with the less reinforcing bar in section
Solidifying soil is sash, embedded to be made with the air-entrained concrete building block with some strength.Close rib composite wall board builds existing using existing
When the conventional method poured is constructed, sequence of construction is：Girt strip, the longitudinal reinforcement of rib post are erected first, and closed stirrups are positioned,
Then scene forms complete girt strip, rib post steel reinforcement cage, finally manually by closed stirrups together with longitudinal reinforcement successively colligation
Cast concrete forms girt strip and rib post.
The mechanical test and theory point of close rib composite wall board and the Multi-ribbed Slab Wall component being made up of close rib composite wall board
Analysis shows, during Multi-ribbed Slab Wall stress, rib post mainly undertakes vertical pressure, and constrains the filling block bodily form with girt strip collective effect
Into sufficient Lateral Resistant System, the stirrup in girt strip, rib post is mainly used in positioning vertical muscle and indulges muscle (i.e. longitudinal reinforcement) with respective
Framework of steel reinforcement is formed, to form certain constraint to respective concrete, especially the vertical bearing capacity of rib post is formed and is significantly affected.
The structural form of close rib composite wall board determines that its girt strip, rib post quantity are more, and bean column node is more, for close rib composite wall
The making of plate, traditional steel reinforcement cage and its installation method have the disadvantages that：
The steel reinforcement cage constituted using closed stirrups need to be formed by artificial colligation, and the workload of reinforcing bar colligation is big and operation is multiple
Miscellaneous, construction quality is difficult to ensure.
Utility model content
This application provides a kind of steel reinforcement cage, its production process for being effectively simplified steel reinforcement cage simultaneously improves construction quality.
The application provides a kind of steel reinforcement cage, including girt strip steel reinforcement cage and rib post steel reinforcement cage, and the girt strip steel reinforcement cage is by including
Half rectilineal hoop is surrounded jointly with half girt strip steel reinforcement cage of the vertical muscle of girt strip, and half rectilineal hoop has multiple limb sections, described in adjacent two
Bending is carried out between limb section and forms half rectilineal hoop bending part, each described limb section of half rectilineal hoop is in same plane, shape
Into semi-circular, and openend is formed between two limb sections at two ends, the vertical muscle of the girt strip is perpendicular to half hoop
Plane residing for muscle is simultaneously fixed on the half rectilineal hoop bending part；It is reserved with for placing the rib on the half girt strip steel reinforcement cage
The rib post steel reinforcement cage of post steel reinforcement cage lays region, and the rib post steel reinforcement cage lays intra-zone and is not provided with half rectilineal hoop, institute
State rib post steel reinforcement cage to be fixedly installed in the rib post steel reinforcement cage placement region, two half girt strip steel reinforcement cages are individually fixed in
The both sides and the openend of the rib post steel reinforcement cage are oppositely arranged, be fixedly connected between two half girt strip steel reinforcement cages and with
The rib post steel reinforcement cage collectively forms rectangular configuration.
Preferably, the rib post steel reinforcement cage includes that tie hoop indulges muscle with rib post, and the vertical muscle of the rib post is arranged in parallel
And rectangular frame is surrounded jointly, the tie hoop is extended spirally along the length direction of the vertical muscle of the rib post, the tie hoop
With multiple tie hoop bending parts, the vertical muscle of the rib post is fixed on the tie hoop bending part of the tie hoop.
Preferably, the end of the tie hoop fixes the end-blocking to form the rib post steel reinforcement cage with the vertical muscle of the rib post
Portion, the end-blocking portion is located at outside the rectangular configuration and leaves a spiral shell between the vertical muscle of the girt strip in the end-blocking portion
Away from interval.
Preferably, also including tension rib, the tension rib is fixed on the square along the diagonal distribution of the rectangular configuration
On the principal plane of shape structure.
Preferably, the tension rib is fixed on the both sides master of the rectangular configuration along the diagonal distribution of the rectangular configuration
Set in plane and along different diagonal.
Preferably, half rectilineal hoop includes three limb sections, and positioned at the limb section composition opening at two ends
The end at end bends extension and forms crotch.Preferably, on one of them described half girt strip steel reinforcement cage half rectilineal hoop leads to
Cross the crotch to determine with the vertical muscle hook fixed of the girt strip on another described half girt strip steel reinforcement cage, two half rectilineal hoops are handed over
Mistake is arranged on the vertical muscle of the girt strip.
Preferably, it is characterised in that the crotch of same half rectilineal hoop is set in the same direction, and the openend is opposite
Two half rectilineal hoops the crotch it is oppositely arranged.
Preferably, two half rectilineal hoops being oppositely arranged, its two limb section intersection with crotch are connected.
Preferably, the number of the vertical muscle of the rib post of each rib post steel reinforcement cage is no less than 4.
A kind of method for installing foregoing steel reinforcement cage,
The rib post steel reinforcement cage is fixed therein a rib post steel reinforcement cage of the half girt strip steel reinforcement cage and lays area
In domain；
By the openend of another half girt strip steel reinforcement cage and half girt strip for having placed the rib post steel reinforcement cage
The openend of steel reinforcement cage is placed in opposite directions, and carries out correspondence fastening；
Two half girt strip steel reinforcement cages are fixedly connected to form the girt strip steel reinforcement cage, and make the girt strip steel reinforcement cage with
The rib post steel reinforcement cage constitutes rectangular configuration.
The technical scheme that the application is provided can reach following beneficial effect：
Steel reinforcement cage provided herein is fixed and formed by rib post steel reinforcement cage and girt strip steel reinforcement cage, and rib post steel reinforcement cage uses spiral shell
Rotation stirrup is fixed to the vertical muscle of rib post, and girt strip steel reinforcement cage is made up of two and half girt strip steel reinforcement cages and is fixed on rib post steel reinforcement cage
Between two and half girt strip steel reinforcement cages, the two reinforcement cage structure for constituting simplifies the production process of steel reinforcement cage, and is easy to reinforcing bar
The factorial praluction of cage, is greatly reduced artificial participation, while effectively increasing construction quality.
It should be appreciated that the general description of the above and detailed description hereinafter are only exemplary, this can not be limited
Application.
Brief description of the drawings
The three-dimensional knot of the two and half unmated girt strip steel reinforcement cages of the girt strip steel reinforcement cage that Fig. 1 is provided by the embodiment of the present application
Structure schematic diagram；
Fig. 2 is by the unmated structural representation of two and half girt strip steel reinforcement cages that the embodiment of the present application is provided；
The fit structure schematic diagram one of the two and half girt strip steel reinforcement cages that Fig. 3 is provided by the embodiment of the present application；
The fit structure schematic diagram two of the two and half girt strip steel reinforcement cages that Fig. 4 is provided by the embodiment of the present application；
The dimensional structure diagram of the rib post steel reinforcement cage that Fig. 5 is provided by the embodiment of the present application；
Fig. 6 is the top view of Fig. 5；
The reinforcement cage structure schematic diagram that Fig. 7 is provided by the embodiment of the present application；
The Making programme figure of the rib post steel reinforcement cage that Fig. 8 is provided by the embodiment of the present application；
The Making programme figure of the half girt strip steel reinforcement cage that Fig. 9 is provided by the embodiment of the present application.
1st, girt strip steel reinforcement cage；11st, half girt strip steel reinforcement cage；111st, half rectilineal hoop；1111st, limb section；1112nd, openend；1113、
Crotch；112nd, the vertical muscle of girt strip；113rd, half rectilineal hoop bending part；12nd, rib post steel reinforcement cage lays region；2nd, rib post steel reinforcement cage；21st, spiral shell
Rotation stirrup；22nd, the vertical muscle of rib post；23rd, tie hoop bending part；24th, end-blocking portion；3rd, tension rib.
Accompanying drawing herein is merged in specification and constitutes the part of this specification, shows the implementation for meeting the application
Example, and it is used to explain the principle of the application together with specification.
Specific embodiment
The application is described in further detail below by specific embodiment and with reference to accompanying drawing." preceding " in text,
" afterwards ", "left", "right", " on ", D score with the laying state of the steel reinforcement cage in accompanying drawing as reference.
The structural form of existing close rib composite wall board determines that it has the knot of more girt strip and rib post, girt strip and rib post
Structure skeleton is girt strip steel reinforcement cage 1 and rib post steel reinforcement cage 2, and existing girt strip steel reinforcement cage 1 and rib post steel reinforcement cage 2 are using closure
A pair of the longitudinal reinforcements of stirrup 1 are positioned, and then manually closed stirrups are formed together with longitudinal reinforcement successively colligation.
But foregoing girt strip steel reinforcement cage 1 and the operation in manufacturing process of rib post steel reinforcement cage 2 is numerous and diverse and needs substantial amounts of artificial operation,
The quality of reinforcement cage structure can be also influenceed in the presence of certain error due to manually operating, the automatic of steel reinforcement cage is made so as to reduce
Change degree so that the batch production of steel reinforcement cage is relatively difficult to achieve.
In order to solve the above mentioned problem that existing steel reinforcement cage is present, as Figure 1-4, this application provides a kind of reinforcing bar
Cage, the steel reinforcement cage includes girt strip steel reinforcement cage 1 and rib post steel reinforcement cage 2, and wherein girt strip steel reinforcement cage 1 includes half rectilineal hoop 111 by two
The half girt strip steel reinforcement cage 11 with the vertical muscle 112 of girt strip is surrounded jointly, and half rectilineal hoop 111 has multiple limb sections 1111, adjacent two limbs section
Bending is carried out between 1111 and forms half rectilineal hoop bending part 113, each limb section 1111 of half rectilineal hoop is in same plane, is formed
Semi-circular, and openend 1112 is formed between two limbs section 1111 at two ends, the vertical muscle 112 of the girt strip of openend 1112 perpendicular to
Plane residing for half rectilineal hoop 111 is simultaneously fixed on half rectilineal hoop bending part 113, is adopted between the vertical rectilineal hoop 111 of muscle 112 and half of girt strip
With factory's electric resistance welding half girt strip steel reinforcement cage 11 of composition is welded and fixed in half rectilineal hoop bending part 113；Girt strip steel reinforcement cage 1 is split as
Two and half girt strip steel reinforcement cages 11, different from existing girt strip steel reinforcement cage 1 using the vertical muscle 112 of closed stirrups colligation girt strip, the application
Two and half girt strip steel reinforcement cages 11 connection and respective composition can be completed by factorial praluction, it is to avoid operation
Personnel carry out the colligation of closed stirrups for each girt strip steel reinforcement cage 1, while the rib post steel reinforcement cage 2 of the application and girt strip steel reinforcement cage
1 connection easily occurs without artificial colligation is carried out so as to eliminate substantial amounts of human cost, and avoid artificial operation
Error causes the affected problem of steel reinforcement cage quality, realizes the factorial praluction purpose of steel reinforcement cage, artificial being greatly decreased
The workmanship of steel reinforcement cage is effectively improved in the case of participation.
As shown in fig. 7, in order that the girt strip steel reinforcement cage 1 after two and half girt strip steel reinforcement cages 11 smoothly close up and close up is more preferable
It is fixed on rib post steel reinforcement cage 2, the application has reserved the rib post steel for placing rib post steel reinforcement cage 2 on half girt strip steel reinforcement cage 11
Muscle cage lays region 12, if lay in region 12 being also provided with half rectilineal hoop 111 in rib post steel reinforcement cage, due to rib post steel reinforcement cage 2
The tie hoop 21 of continuous bending is used, tie hoop 21 may be interfered with half rectilineal hoop 111, and be unfavorable for rib
The welding and mechanization of beam steel cage 1 and rib post steel reinforcement cage are installed.Therefore, the application sets half hoop on girt strip steel reinforcement cage 1
During muscle 111, interval is certain between the rib post steel reinforcement cage 2 laid in region 12 by half rectilineal hoop 111 and installed in rib post steel reinforcement cage
Distance arrangement.The rib post steel reinforcement cage is laid in region 12 and is not provided with half rectilineal hoop 111, and rib post steel reinforcement cage 2 is fixedly installed on the rib
Post steel reinforcement cage is laid in region 12, and according to process requirements, and half rectilineal hoop 111 on half girt strip steel reinforcement cage 11 is be fixed on should be partly
The rib post steel reinforcement cage of girt strip steel reinforcement cage 11 lay the rib post steel reinforcement cage 2 in region 12 the vertical muscle 22 of rib post keep at least 50mm away from
The both sides and openend 1112 for being individually fixed in rib post steel reinforcement cage 2 from, two and half girt strip steel reinforcement cages 11 are oppositely arranged so as to by two
Individual half girt strip steel reinforcement cage 11 is fastened, and half girt strip steel reinforcement cage 11 of two fastenings is fixed into composition girt strip steel reinforcement cage 1, after combination
Rib post steel reinforcement cage 2 and girt strip steel reinforcement cage 1 together form rectangular configuration, the rectangular configuration be used for be fabricated to close rib composite wall
Plate.
The steel reinforcement cage of the application is used to make close rib composite wall board structure, more compound than more typical close rib for energy consumption characters
Panel structure, its supporting that vertical load is participated in for the robustness under the big shake of Multi-ribbed Slab Wall and rib post steel reinforcement cage 2
Energy requirement is higher, but existing rib column tie-bar structure but can not form effective constraint to the structure of rib post steel reinforcement cage 2.
Therefore, in order to solve foregoing problems, also for the further production process for simplifying steel reinforcement cage, lifting makes steel reinforcement cage
Automaticity, the rib post steel reinforcement cage 2 of the application can use following structure, specifically, as seen in figs. 5-6, rib post reinforcing bar
Cage 2 includes that tie hoop 21 indulges muscle 22 with rib post, and the vertical muscle 22 of rib post is arranged in parallel and surrounds rectangular frame, spiral hoop jointly
Muscle 21 is extended spirally along the length direction of the vertical muscle 22 of rib post, and tie hoop 21 has multiple tie hoop bending parts 23, and rib post is indulged
Muscle 22 is fixed on the tie hoop bending part 23 of tie hoop 21, and rib post is vertical to use factory's resistance between muscle 22 and tie hoop 21
It is welded in tie hoop bending part 23 to be welded and fixed, completing the rib post steel reinforcement cage 2 of factory's electric resistance welding has the skeleton of complete stabilization
Structure, the number of the vertical muscle 22 of the rib post of each rib post steel reinforcement cage 2 is no less than 4, with ensure rib post steel reinforcement cage 2 structural strength and
Structural stability.
Need that the vertical muscle 22 of rib post is positioned and tied up one by one by closed stirrups different from existing rib post steel reinforcement cage 2
Prick, the application is fixed using tie hoop 21 to rib post, the vertical muscle 22 of each rib post need to correspond to tie hoop bending part 23, so
Tie hoop bending part 23 is fixed on by electric resistance welding afterwards and forms rib post steel reinforcement cage 2, the structure of the rib post steel reinforcement cage 2
Substantial amounts of colligation work is eliminated, manufacture craft is effectively simplified.
For the intensity of ribs post steel reinforcement cage 2, end and the vertical muscle 22 of rib post of the tie hoop 21 of the application fix shape
Into the end-blocking portion 24 of rib post steel reinforcement cage 2, end-blocking portion 24 be located at rectangular configuration it is outer and with the vertical muscle 112 of girt strip near end-blocking portion 24 it
Between leave an interval for pitch, rib post steel reinforcement cage 2 still has tie hoop 21 to rib post in the part for stretching out girt strip steel reinforcement cage 1
Vertical muscle 22 is blocked, and the vertical muscle 22 of rib post that effectively prevent the extension of rib post steel reinforcement cage 2 is constrained in no tie hoop 21
There is bending or deformation in the case of fixation.
As shown in fig. 7, strong for the rectangular configuration further strengthening being made up of rib post steel reinforcement cage 2 and girt strip steel reinforcement cage 1
Degree, the steel reinforcement cage of the application also includes tension rib 3, and tension rib 3 is fixed on rectangular configuration along the diagonal distribution of rectangular configuration
On principal plane, tension rib 3 can be arranged on one principal plane diagonal of rectangular configuration, made to strengthen drawknot
With making rectangular configuration more firm, it is also possible to tension rib 3 is all set on the principal plane of both sides, but is provided on the principal plane of both sides
Tension rib 3 be to be set along different diagonal.Additionally, tension rib 3 can also be arranged on two of same principal plane diagonally
On line.
There is the rib of the vertical muscle 112 of fixed girt strip and the connection composition of two and half girt strip steel reinforcement cage 11 due to half rectilineal hoop 111
The effect of beam steel cage 1, half rectilineal hoop 111 that the application is used includes three limb sections 1111, and positioned at the limb section 1111 at two ends
The end of composition openend 1112 bends extension and forms crotch 1113.
As Figure 2-3, two and half girt strip steel reinforcement cages 11, can be by one of them half girt strip reinforcing bar when being connected
The crotch 1113 on half rectilineal hoop 111 on cage 11 hooks the vertical muscle 112 of girt strip on another half girt strip steel reinforcement cage 11 and realizes
The hook fixed of two and half girt strip steel reinforcement cages 11 is determined, and two and half rectilineal hoops 111 are staggered on the vertical muscle 112 of girt strip.Specifically, being
Two and half girt strip steel reinforcement cages 11 are more easily made mutually to fasten, in the application the crotch 1113 of same half rectilineal hoop 111 is same
To setting, and the crotch 1113 of two and half opposite rectilineal hoops 111 of openend 1112 is oppositely arranged, so that one of them is partly
The girt strip that the crotch 1113 of girt strip steel reinforcement cage 11 is easier to advance and be connected to second half girt strip steel reinforcement cage 11 is indulged on muscle 112.
As shown in figure 4, two and half girt strip steel reinforcement cages 11 are when being connected, for two and half rectilineal hoops being oppositely arranged
111, the two limbs section 1111 with crotch 1113 can also be intersected to be connected and realize that the overlap joint of two and half girt strip steel reinforcement cages 11 is consolidated
Fixed, the angle of half rectilineal hoop bending part 113 now can be 120 °, and the angle of crotch 1113 can be 135 °, be conducive to half
Anchoring of the rectilineal hoop 111 in concrete.Fixing two and half girt strip steel reinforcement cages 11 using overlapping mode can also simplify making work
Skill, and can be adapted to according to process requirements using the spacing between two and half girt strip steel reinforcement cages 11 of overlapping mode fixation
The regulation of property, can connect fixed form using hook using the spacing between the half girt strip steel reinforcement cage 11 that this kind of mode is connected
1-2 times of spacing of half girt strip steel reinforcement cage 11, therefore, had using half fixed girt strip steel reinforcement cage 11 of this kind overlap joint wider
Use scope.
During specific making steel reinforcement cage, rib post steel reinforcement cage 2 and girt strip steel reinforcement cage 1 can be respectively made, as shown in figure 8, making
During rib post steel reinforcement cage 2, the vertical muscle 22 of rib post is made first, then make the tie hoop 21 for the vertical muscle 22 of fixing rib post, spiral
21 1 areas of helicoid of pitch and tie hoop of stirrup 21 can be selected according to process requirements, and rib post is indulged
Muscle 22 and tie hoop 21 are placed on to be fixed for electric resistance welding and weld the welding positioner of the two, and the vertical muscle 22 of rib post is fixed on into spiral shell
The tie hoop bending part 23 of stirrup 21 is revolved, successively the two be welded and fixed using electric resistance welding and is made rib post steel reinforcement cage 2；
As shown in figure 9, when making girt strip steel reinforcement cage 1, because girt strip steel reinforcement cage 1 is made up of two and half girt strip steel reinforcement cages 11
, therefore half girt strip steel reinforcement cage 11 need to be first made, when making half girt strip steel reinforcement cage 11, the vertical muscle 112 of girt strip is made first, then
Half rectilineal hoop 111 is made, the two is placed on welding positioner, the vertical muscle 112 of girt strip is laid in half hoop of half rectilineal hoop 111
, be weldingly fixed on for the vertical muscle 112 of girt strip by electric resistance welding half girt strip steel reinforcement cage 11 be made on half rectilineal hoop 111 by muscle bending part 113,
Make two half girt strip steel reinforcement cages 11 for matching；
When making the steel reinforcement cage of combination, rib post steel reinforcement cage 2 is fixedly welded on one of them half girt strip steel reinforcement cage 11 first
The rib post steel reinforcement cage for placing rib post steel reinforcement cage lay in region 12, and the vertical muscle 112 of girt strip and rib post indulged into muscle 22 carry out
Welding, then by the openend 1112 of second half girt strip steel reinforcement cage 11 and the half girt strip steel reinforcement cage 11 for having placed rib post steel reinforcement cage 2
Openend 1112 in opposite directions place, two and half girt strip steel reinforcement cages 11 can be by the semi-ring on one of them half girt strip steel reinforcement cage 11
The vertical muscle 112 of girt strip that the crotch 1113 of stirrup 111 snaps in another half girt strip steel reinforcement cage 11 carries out hook company, two and half relative ribs
Two and half rectilineal hoops 111 of beam steel cage 11 are staggered on the vertical muscle 112 of girt strip, and then double rectilineal hoop 111 and girt strip are vertical
Muscle 112 carries out welding to be made to realize connection between two and half girt strip steel reinforcement cages 11.
For two and half rectilineal hoops being oppositely arranged, the two limbs section 1111 with crotch 1113 can also be intersected and taken
Connect, recycle electric resistance welding to carry out being welded and fixed connected, the girt strip steel reinforcement cage 1 and the common structure of rib post steel reinforcement cage 2 of completion fixed Combination
Rectangular structure, being divided into some less rectangular areas by girt strip steel reinforcement cage 1 and rib post steel reinforcement cage 2 inside rectangular configuration is used for
The fixed close rib composite wall board structure of placement, the steel reinforcement cage of the application has wide applicability, such as can be used for other reinforcing bars
Rib steel reinforced seismic structural wall, earthquake resistant wall of concrete material etc..
The application can also lay tension rib 3 to increase the structural stability of steel reinforcement cage on the steel reinforcement cage that combination is completed.
The steel reinforcement cage that the present embodiment is provided is fixed and formed by rib post steel reinforcement cage 2 and girt strip steel reinforcement cage 1, rib post steel reinforcement cage 2
The vertical muscle 22 of rib post is fixed using tie hoop 21, girt strip steel reinforcement cage 1 is made up of and by rib two and half girt strip steel reinforcement cages 11
Post steel reinforcement cage 2 is fixed between two and half girt strip steel reinforcement cages 11, and the two reinforcement cage structure for constituting simplifies the making of steel reinforcement cage
Operation, and it is easy to the factorial praluction of steel reinforcement cage, artificial participation is greatly reduced, while effectively increasing construction quality.
The preferred embodiment of the application is these are only, the application is not limited to, for those skilled in the art
For member, the application can have various modifications and variations.All any modifications within spirit herein and principle, made,
Equivalent, improvement etc., should be included within the protection domain of the application.
Claims (10)
1. a kind of steel reinforcement cage, it is characterised in that including girt strip steel reinforcement cage and rib post steel reinforcement cage, the girt strip steel reinforcement cage is by two bags
Include half rectilineal hoop to be surrounded jointly with half girt strip steel reinforcement cage of the vertical muscle of girt strip, half rectilineal hoop has multiple limb sections, adjacent two institute
State limb section between carry out bending formed half rectilineal hoop bending part, half rectilineal hoop each described limb section be in same plane,
Semi-circular is formed, and openend is formed between two limb sections at two ends, the vertical muscle of the girt strip is perpendicular to the semi-ring
Plane residing for stirrup is simultaneously fixed on the half rectilineal hoop bending part；
The rib post steel reinforcement cage for placing the rib post steel reinforcement cage is reserved with the half girt strip steel reinforcement cage and lays region, the rib
Post steel reinforcement cage lays intra-zone and is not provided with half rectilineal hoop, and the rib post steel reinforcement cage is fixedly installed on the rib post steel reinforcement cage
Lay in region, two half girt strip steel reinforcement cages are individually fixed in the both sides of the rib post steel reinforcement cage and the openend is opposite
Set, be fixedly connected between two half girt strip steel reinforcement cages and collectively form rectangular configuration with the rib post steel reinforcement cage.
2. steel reinforcement cage according to claim 1, it is characterised in that the rib post steel reinforcement cage includes that tie hoop is indulged with rib post
Muscle, the vertical muscle of the rib post is arranged in parallel and surrounds rectangular frame jointly, and the tie hoop indulges the length of muscle along the rib post
Degree direction extends spirally, and the tie hoop has multiple tie hoop bending parts, and the vertical muscle of the rib post is fixed on the spiral
Stirrup bending part.
3. steel reinforcement cage according to claim 2, it is characterised in that the end of the tie hoop is consolidated with the vertical muscle of the rib post
The end-blocking portion of the rib post steel reinforcement cage is shaped as, it is outer and with the close end-blocking portion that the end-blocking portion is located at the rectangular configuration
An interval for pitch is left between the vertical muscle of the girt strip.
4. steel reinforcement cage according to claim 1, it is characterised in that also including tension rib, the tension rib is along the rectangle
The diagonal distribution of structure is fixed on the principal plane of the rectangular configuration.
5. steel reinforcement cage according to claim 4, it is characterised in that the tension rib along the rectangular configuration diagonal point
Cloth is fixed on the both sides principal plane of the rectangular configuration and is set along different diagonal.
6. steel reinforcement cage according to claim 1, it is characterised in that half rectilineal hoop includes three limbs sections, and position
Extension is bent in the end of the limb section composition openend at two ends form crotch.
7. steel reinforcement cage according to claim 6, it is characterised in that on one of them described half girt strip steel reinforcement cage described half
Rectilineal hoop is determined by the vertical muscle hook fixed of the girt strip on the crotch and another described half girt strip steel reinforcement cage, two described half
Rectilineal hoop is staggered on the vertical muscle of the girt strip.
8. steel reinforcement cage according to claim 7, it is characterised in that the crotch of same half rectilineal hoop sets in the same direction
Put, the crotch of two opposite half rectilineal hoops of the openend is oppositely arranged.
9. steel reinforcement cage according to claim 6, it is characterised in that two half rectilineal hoops being oppositely arranged, it has
Two limb sections of crotch are intersected and are connected.
10. the steel reinforcement cage according to Claims 2 or 3, it is characterised in that the rib post of each rib post steel reinforcement cage is indulged
The number of muscle is no less than 4.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620915961.XU CN206289868U (en) | 2016-08-22 | 2016-08-22 | A kind of steel reinforcement cage |
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620915961.XU CN206289868U (en) | 2016-08-22 | 2016-08-22 | A kind of steel reinforcement cage |
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| CN201620915961.XU Expired - Fee Related CN206289868U (en) | 2016-08-22 | 2016-08-22 | A kind of steel reinforcement cage |
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Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106193457A (en) * | 2016-08-22 | 2016-12-07 | 北京迈瑞司建筑科技发展有限公司 | A kind of steel reinforcement cage and installation method thereof |
| CN109183628A (en) * | 2018-10-30 | 2019-01-11 | 中交第二航务工程局有限公司 | A kind of ultra-large type variable cross-section Sarasota reinforcing bar component production method |
| CN114961109A (en) * | 2022-06-17 | 2022-08-30 | 华东建筑设计研究院有限公司 | Gate type connecting beam-edge member combined type steel reinforcement framework product and manufacturing method thereof |
-
2016
- 2016-08-22 CN CN201620915961.XU patent/CN206289868U/en not_active Expired - Fee Related
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106193457A (en) * | 2016-08-22 | 2016-12-07 | 北京迈瑞司建筑科技发展有限公司 | A kind of steel reinforcement cage and installation method thereof |
| CN106193457B (en) * | 2016-08-22 | 2019-07-12 | 北京迈瑞司建筑科技发展有限公司 | A kind of steel reinforcement cage and its installation method |
| CN109183628A (en) * | 2018-10-30 | 2019-01-11 | 中交第二航务工程局有限公司 | A kind of ultra-large type variable cross-section Sarasota reinforcing bar component production method |
| CN109183628B (en) * | 2018-10-30 | 2020-04-03 | 中交第二航务工程局有限公司 | Method for manufacturing steel bar part of oversized variable-cross-section cable tower |
| CN114961109A (en) * | 2022-06-17 | 2022-08-30 | 华东建筑设计研究院有限公司 | Gate type connecting beam-edge member combined type steel reinforcement framework product and manufacturing method thereof |
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