CN107574977A - Pre- group steel reinforcement cage and its manufacture method - Google Patents
Pre- group steel reinforcement cage and its manufacture method Download PDFInfo
- Publication number
- CN107574977A CN107574977A CN201610518487.1A CN201610518487A CN107574977A CN 107574977 A CN107574977 A CN 107574977A CN 201610518487 A CN201610518487 A CN 201610518487A CN 107574977 A CN107574977 A CN 107574977A
- Authority
- CN
- China
- Prior art keywords
- stirrup
- steel reinforcement
- group
- reinforcement cage
- muscle
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Pending
Links
Landscapes
- Reinforcement Elements For Buildings (AREA)
Abstract
The present invention discloses a kind of pre- group steel reinforcement cage and its manufacture method.Pre- group steel reinforcement cage includes：Multiple first stirrups and at least one second stirrup；Multiple work muscle, affixed first stirrup of the work muscle simultaneously wear second stirrup；Multiple cage bars, main ribs turnably wear first stirrup and second stirrup；An and at least locating part, the both ends of the locating part be respectively and fixedly connected with first stirrup at least one to form an accommodation space, and an at least one of section for main ribs wears accommodation space and is limited in the accommodation space, wherein first stirrup is to be arranged at the first default spacing on main ribs and the work muscle.The present invention can improve steel reinforcement cage quality, time saving and reduction applies risk.
Description
Technical field
The invention relates to a kind of steel reinforcement cage and its manufacture method, in particular to a kind of pre- group steel reinforcement cage and its system
Make method.
Background technology
When typically carrying out building construction with reinforced concrete skeleton frame, typically reinforcement placing and template at the construction field (site), and
Penetration concrete forms pillar afterwards.Specifically, need to be in the pre-fixed steel of base position of every pillar when constructing construction
Muscle and after setting up fixed form, then the work being in the milk, and after the concrete setting in template need to be waited until, can just carry out next
Engineering, slightly dislike slow on the building time, easily extend the engineering time.
If in addition, when carrying out the construction of building exposed wall structure, workmen must set up in the outside of building main body
With fixed steel bars and fixed form is set up on scaffold, then high-level scaffold of standing, the beginning can carry out cementing operations.Such one
Come, not only increase workmen and fall accidentally the danger on ground, and tied up one by one in the scene of building and set reinforcing bar and fixed form
Also it is time-consuming.
The content of the invention
In view of above-mentioned problem of the prior art, the main object of the present invention is to provide a kind of pre- group steel reinforcement cage and its manufacture
Method, to reach the purpose for reducing risk, shortening man-hour and improving steel reinforcement cage quality.
In order to achieve the above object, the present invention proposes a kind of manufacture method of pre- group of steel reinforcement cage, including：Multiple masters are provided
Muscle, multiple work muscle and multiple first stirrups；Carry out one first group and connect step so that the work muscle of part is affixed described
First stirrup, and the main ribs of part turnably are worn into first stirrup；Carry out one second group and connect step, wrap
Include：By affixed first stirrup of the work muscle of another part；And by the main ribs of another part turnably
Wear first stirrup；And a spacing step is carried out, the both ends of an at least locating part are respectively and fixedly connected with first stirrup
At least one to form an accommodation space so that an at least one of section for main ribs is limited in accommodating sky
Between in, wherein first stirrup is to be arranged at one first default spacing on main ribs and the work muscle.
Preferably, the manufacture method of pre- group of steel reinforcement cage of the invention further include carry out one first detachable fixing step with
Main ribs are removably fixed at least one of first stirrup.
Preferably, the manufacture method of pre- group of steel reinforcement cage of the invention, which further includes, provides at least one second stirrup, the second stirrup
It is sheathed on one end of main ribs and the work muscle.
Preferably, the manufacture method of pre- group of steel reinforcement cage of the invention further include carry out one second detachable fixing step with
Second stirrup is removably fixed at least one and/or first stirrup of end of the work muscle.
Preferably, first group connects step and includes：One falsework is provided；By the work muscle of part and the partial master
Muscle is on falsework；The work muscle of aligned portions and partial main ribs；First stirrup is arranged in part
The work muscle of on the work muscle and partial main ribs and affixed part is on first stirrup；It is and rotatable
First stirrup is worn likes in the main ribs of part.
The present invention it is also proposed that a kind of pre- group steel reinforcement cage, including：Multiple first stirrups and at least one second stirrup；Multiple work
Muscle, affixed first stirrup of the work muscle simultaneously wear the second stirrup；Multiple cage bars, main ribs turnably wear institute
State the first stirrup and the second stirrup；And an at least locating part, the both ends of locating part are respectively and fixedly connected with first stirrup at least
One of them is to form an accommodation space, and an at least one of section for main ribs wears accommodation space and is limited in
In accommodation space, wherein first stirrup is to be arranged at one first default spacing on main ribs and the work muscle.
Preferably, locating part is a U-shaped ring or a list structure.
Preferably, pre- group of steel reinforcement cage of the invention further includes multiple detachable fixtures to main ribs are detachable
It is fixed at least one of first stirrup and the second stirrup is detachably secured to the work muscle likes
At least one and/or first stirrup of end on.
Preferably, the both ends of each main ribs have one first junction surface and one second junction surface respectively.
Preferably, each first stirrup and each second stirrup are to be integrally formed stirrup or assembling type stirrup.
From the above, pre- group of steel reinforcement cage under this invention and its manufacture method, it can have one or more following advantages：
(1) pre- group of steel reinforcement cage of the invention and its manufacture method, using the form of construction work of pre-assembled pre- group of steel reinforcement cage,
Known building construction, which can not only be exempted, need to set up the danger of scaffold, and can shorten and build man-hour.
(2) pre- group of steel reinforcement cage of the invention and its manufacture method, by turnably wearing the first stirrup and the second hoop
The cage bar of muscle, therefore when the cage bar of pre- group steel reinforcement cage and another pre- group of steel reinforcement cage of job site is assembled, can be by
By rotating the cage bar of pre- group steel reinforcement cage so that this cage bar can be grouped together with the cage bar of another pre- group of steel reinforcement cage, not by pre- group
Whether the cage bar of steel reinforcement cage has the influence of position deviation with the cage bar of another pre- group of steel reinforcement cage.
(3) in the pre- group of steel reinforcement cage of the present invention and its manufacture method, because the second stirrup is by detachable fixation
Part and be removably fixed together with work muscle or the first stirrup, be not fixed together with cage bar, therefore the second stirrup
It will not be shifted because rotating cage bar, not influence the overall structure of pre- group of steel reinforcement cage.And after the cage bar that group connects two pre- group steel reinforcement cages,
First detachable fixture is disassembled to separate the second stirrup and work muscle or the first stirrup, then by mobile second stirrup
To make the second stirrup be sheathed in the cage bar and work muscle of another pre- group of steel reinforcement cage, it is possible to increase the group of two pre- group steel reinforcement cages connects
Intensity.
(4) pre- group of steel reinforcement cage of the invention and its manufacture method, by locating part so that a section of an at least cage bar to be limited
In accommodation space so that in mobile pre- group steel reinforcement cage, being arranged in the cage bar of the first stirrup will not separate with the first stirrup
Come.
(5) pre- group of steel reinforcement cage of the invention and its manufacture method, using the form of construction work of pre-assembled pre- group of steel reinforcement cage,
Stock can be assembled in advance, be advantageous to control construction progress and quality, can not only be shortened man-hour and not by the weather shadow of job site
Ring.
Brief description of the drawings
Fig. 1 is the schematic perspective view of the pre- group of steel reinforcement cage of the present invention.
Fig. 2 is that cage bar and work muscle are arranged at the schematic diagram on the first stirrup of the first aspect in the present invention.
Fig. 3 is that cage bar and work muscle are arranged at the signal on the first stirrup of the first aspect with stiffener in the present invention
Figure.
Fig. 4 is that cage bar and work muscle are arranged at the schematic diagram on the first stirrup of the second aspect in the present invention.
Fig. 5 is the signal that two ends of adjacent two first stirrups and the second stirrup in the present invention are staggered and diagonally set
Figure.
Fig. 6 is the schematic perspective view of cage bar in the present invention.
Fig. 7 is the schematic flow sheet of the first embodiment of the manufacture method of the pre- group of steel reinforcement cage of the present invention.
Fig. 8 is the schematic flow sheet of the second embodiment of the manufacture method of the pre- group of steel reinforcement cage of the present invention.
Fig. 9 to Figure 14 is the schematic diagram of the pre- group of steel reinforcement cage of the manufacture present invention.
Main element symbol description：
100：Pre- group steel reinforcement cage
10、12、14、16、18：First stirrup
20：Second stirrup
30：Work muscle
40：Cage bar
42：First junction surface
44：Second junction surface
50：Locating part
52：Accommodation space
60：Detachable fixture
70：Stiffener
d：First default spacing
S10、S20、S30、S40、S50、S60、S70：Step
The realization, functional characteristics and advantage of the object of the invention will be described further referring to the drawings in conjunction with the embodiments.
Embodiment
For the benefit of skilled in the art realises that technical characteristic, content and the advantage of the present invention and its work(that can reach
Effect, the present invention is now coordinated into accompanying drawing, and it is as follows with the expression-form detailed description of embodiment, and wherein used accompanying drawing, its
Purport be only illustrate and aid in illustrating book is used, may not be the present invention implement after actual proportions with precisely configuration, therefore not should
The interest field that the ratio of appended accompanying drawing is understood, limited the invention in actual implementation with configuration relation.In addition, to make to be easy to
Understand, same components in following embodiments are illustrated with identical symbology.
Referring to Fig. 1, Fig. 1 is the schematic perspective view of the pre- group of steel reinforcement cage of the present invention.As shown in figure 1, pre- group of the present invention
Steel reinforcement cage 100 comprises at least multiple first stirrups 10,12,14,16,18, at least one second stirrup 20, multiple work muscle 30, more
Individual cage bar 40 and at least a locating part 50.Work muscle 30 for example with welding manner affixed first stirrup 10,12,14,16,
18 and wear the second stirrup 20, that is to say, that work not affixed second stirrup 20 of muscle 30.Cage bar 40 is turnably to wear
First stirrup 10,12,14,16,18 and the second stirrup 20.The both ends of locating part 50 are respectively affixed for example with welding manner
At least one of one stirrup 10,12,14,16,18 is to form an accommodation space 52, and cage bar 40 is at least one of
One section, such as one or more of leading portion, stage casing or back segment, it is to wear accommodation space 52 and be limited in accommodation space 52
In.First stirrup 10,12,14,16,18 is to be arranged at the first default spacing d in cage bar 40 and work muscle 30, i.e., adjacent two the
The distance of one stirrup 10,12,14,16,18 presets spacing d, such as 25 centimeters for first.User can adjust the according to actual demand
One default spacing d distance, to regulate and control the distance that adjacent two first stirrup 10,12,14,16,18 is asked.To make to readily appreciate, Fig. 1
In the quantity of the first stirrup be exemplified as 5, but cage bar in practice, work muscle, the quantity of the first stirrup and the second stirrup do not limit
Shown in figure, the visual actual demand of user adjusts the quantity of the first stirrup.
In the accompanying drawing of the present invention, for ease of distinguishing cage bar 40 and work muscle 30, the section of work muscle 30 is with oblique line table
Show.After refering to this specification, persons of ordinary skill in the technical field of the present invention will be understood that cage bar 40 and work muscle 30
All it is solid reinforcing bar.What is more, cage bar 40 and work muscle 30 can also be hollow reinforcing bar, but in practice, generally adopt
Cage bar and work muscle are used as by the use of solid reinforcing bar.For the sake of clarity, the both ends of the cage bar 40 in Fig. 1 do not illustrate the first junction surface
And second junction surface.The form at the first junction surface and the second junction surface refers to Fig. 6.
First stirrup 10,12,14,16,18 and the second stirrup 20 may be, for example, to be integrally formed stirrup or assembling type stirrup.
In the accompanying drawing of the present invention, although enumerating exemplified by the first stirrup 10,12,14,16,18 and the second stirrup 20 be square stirrup,
It should be appreciated that the first stirrup 10,12,14,16,18 and the second stirrup 20 can also be circular stirrups.First stirrup 10,
12nd, the 14,16,18 and second stirrup 20 may be, for example, the consistent stirrup of thickness.In addition, as shown in figure 3, to improve the first stirrup
10th, in the 12,14,16,18 and second stirrup 20 bending place intensity, stiffener 70 can also be set up in bending place, to avoid turning round
Song deformation or fracture.The material of stiffener 70 may be, for example, reinforcing bar or iron, but be not limited to this.
Stirrup that first stirrup 10,12,14,16,18 and the second stirrup 20 can be turned around for example by single reinforcing bar or
It is the stirrup connect by multiple reinforcing bar groups.Refer to Fig. 2 and Fig. 4, Fig. 2 and be arranged at first for cage bar in the present invention and work muscle
Schematic diagram on first stirrup of aspect, Fig. 4 are arranged on the first stirrup of the second aspect for cage bar in the present invention and work muscle
Schematic diagram.As shown in Fig. 2 in the present invention, the first stirrup 10,12,14,16,18 can be turned around to form by single reinforcing bar
Stirrup, its form turned around is also not limited to shown in figure.Or first stirrup 10,12,14,16,18 can also be by more
The stirrup that individual reinforcing bar group connects (see Fig. 4).Similarly, the second stirrup 20 can also be, for example, the aspect shown in Fig. 2 or Fig. 4
Stirrup.
The quantity of cage bar 40 may be, for example, the multiple of the quantity of work muscle 30.As shown in Figures 2 and 4, the quantity of cage bar 40
For 12, and the quantity for the muscle 30 that works is 4.The quantity of the visual actual demand adjustment cage bar 40 of user and the muscle 30 that works, generally order
Reinforcement cage structure can reinforced structure intensity into symmetric design.In addition, cage bar 40 is to be arranged at first with the second default spacing
On stirrup 10,12,14,16,18, and the muscle 30 that works is to be arranged at the first stirrup 10,12,14,16,18 with the 3rd default spacing
On.Second default spacing may be, for example, fixed value and the 3rd default spacing is alternatively another or same fixed value (that is, each cage bar
40 or work muscle 30 be arranged at its constant spacing on the first stirrup 10,12,14,16,18).Also, user can also regard real
Border demand adjusts the distance of two adjacent cage bars 40 and the distance of two operated adjacent muscle 30.
In an embodiment, two ends of the first stirrup 10,12,14,16,18 and the second stirrup 20 can be for example towards each first
The center of stirrup 10,12,14,16,18 and each second stirrup 20 is bent.Also, adjacent two first stirrup 10,12,14,16,18
And second two ends of stirrup 20 be to be staggered.Preferably, adjacent two first stirrups 10,12,14,16,18 and the second stirrup
20 two ends are diagonally to set.Referring to Fig. 5, Fig. 5 is two ends of adjacent two first stirrups and the second stirrup in the present invention
Staggered schematic diagram.As shown in figure 5, two ends of adjacent two first stirrup 10,12,14,16,18 and the second stirrup 20 are
Be staggered and diagonally set (Fig. 5 is the exploded perspective view of the first stirrup and the second stirrup in Fig. 1, and for the sake of clarity, figure
Cage bar, work muscle and locating part are not illustrated in 5).That is, in a preferred embodiment, two ends of the first stirrup 10 with
Two ends of the first stirrup 12 are to be staggered and diagonally set, two ends of the first stirrup 12 and two ends of the first stirrup 14
It is to be staggered and diagonally set, two ends of two ends of the first stirrup 14 and the first stirrup 16 are to be staggered and diagonally set
To put, two ends of two ends of the first stirrup 16 and the first stirrup 18 are to be staggered and diagonally set, the two of the first stirrup 18
End and two ends of the second stirrup 20 are to be staggered and diagonally set (see Fig. 5).Thereby, due to adjacent two first stirrup
10th, two ends of the 12,14,16,18 and second stirrup 20 are to be staggered and diagonally set, and not overlapping arrangement is set, therefore
Pre- group of steel reinforcement cage unbalance stress can be avoided and improve the stress intensity of pre- group steel reinforcement cage.
The feature of the present invention is：Cage bar 40 is turnably to wear the first stirrup 10,12,14,16,18 and second
Stirrup 20, therefore the cage bar 40 of another pre- group of steel reinforcement cage or the cage bar of floor of pre- group steel reinforcement cage and job site are being subjected to group
During dress, bar can be such as refined by instrument, rotate the cage bar 40 of pre- group steel reinforcement cage so that this cage bar 40 can be with another pre- group of steel reinforcement cage
Cage bar 40 be grouped together, will not by pre- group steel reinforcement cage cage bar 40 whether the cage bar 40 or floor with another pre- group of steel reinforcement cage
Cage bar have the influence of position deviation, therefore the man-hour that need to be welded again by site error can be saved so as to which convenient construction is transported
Make.The present invention cage bar 40 be non-affixed and non-solder in the first stirrup 10,12,14,16,18 and the second stirrup 20, that is,
It is turnably to wear the first stirrup 10,12,14,16,18 and the second stirrup 20 and can reach not by two masters to say cage bar 40
Whether muscle 40 has the influence of position deviation.In addition, the present invention more by locating part 50 be arranged at the first stirrup 10,12,14,
16th, on 18, so as to be arranged in the master in the accommodation space 52 formed by the stirrup 10,12,14,16,18 of locating part 50 and first
Muscle 40 can be limited in accommodation space 52 and still rotatable, therefore in mobile pre- group steel reinforcement cage, is arranged in the first stirrup
10th, 12,14,16,18 cage bar 40 will not separate with the first stirrup 10,12,14,16,18, can not only save because position is missed
Difference and the man-hour that need to weld again and it can further strengthen overall structure.
Locating part 50 may be, for example, U-shaped ring or U-shaped screw, but be not limited to this.The material of locating part 50 may be, for example, steel
Muscle.It is any can be by being, for example, the material of reinforcing bar and to provide the component of limit space be all the claimed locating part of the present invention
50 (that is, locating part 50 of the invention is not limited to the U-shape structures such as the U-shaped ring or U-shaped screw).For example, these are spacing
Part 50 or multiple interlaced list structures (being, for example, vertical bar shape reinforcing bar) for forming limit space.As shown in figure 1, can be with
Multiple locating parts 50 are all disposed therein on first stirrup (such as being all arranged on the first stirrup 10).Although figure
1 only illustrates and is all arranged at multiple locating parts 50 on first stirrup 10, but those skilled in the art are via the announcement of the present invention
Content, which should be able to understand, can also be respectively arranged at multiple locating parts 50 on the first different stirrups 10,12,14,16,18 so that
A certain section in each cage bar 40 can be limited in accommodation space 52 (see Figure 13 and 14) by locating part 50.
The pre- group of steel reinforcement cage of the present invention can more include multiple detachable fixtures 60 to cage bar 40 is detachable
It is fixed at least one of the first stirrup 10,12,14,16,18 and the second stirrup 20 is removably solid likes
Due to (in Fig. 1, the first stirrup 10 is front end at least one and/or the first stirrup 18 of end of work muscle 30
First stirrup, and the first stirrup 18 is the first stirrup of end).The first hoop is arranged at by by multiple detachable fixtures 60
(Figure 13 and 14 is referred on muscle 10,12,14,16,18 and cage bar 40) so that cage bar 40 is temporarily fixed at least one first stirrup
On 10, to improve the structural stability of pre- group of steel reinforcement cage, avoid when pre- group steel reinforcement cage is carried, the stirrup 10 of cage bar 40 and first,
12nd, 14,16,18 separate.And when group connects two pre- group steel reinforcement cages, user can bind round detachable fixture 60 from first
Disassembled in muscle 10,12,14,16,18 and cage bar 40, with convenient movement or the position of fine setting cage bar 40 so that two pre- groups
Two cage bars 40 of steel reinforcement cage can be grouped together.Similarly, can also be by detachable fixture 60 by the second stirrup
20 are removably fixed at least one and/or the first stirrup 18 of end of work muscle 30.Detachable fixation
Part 60 may be, for example, flexible wire body, such as steel wire or iron wire, by detachable fixture 60 is bent, by cage bar 40 and first
Stirrup 10,12,14,16,18 bundle and/or by the second stirrup 20 bundle to work muscle 30 at least one and/
Or on the first stirrup 18 of end.Cut in addition, the mode for removing detachable fixture 60 can also be, for example, the mode cut
Disconnected steel wire or iron wire.Therefore, the height that the set location of detachable fixture 60 can wipe out for suitable user, such as most bottom
First stirrup of layer, thereby when it is in rotatable state to need to make cage bar 40, is not required to extra climbing tools, you can cutting easily can
Detachable fixture 60.
In addition, two pre- group steel reinforcement cages can be grouped together by default steel reinforcement cage of the invention by cage bar 40.It is main
The both ends of muscle 40 have the first junction surface 42 and the second junction surface 44 respectively, by by the first junction surface 42 of a certain cage bar 40 with
Second junction surface 44 of another cage bar 40 is linked together, and two pre- group steel reinforcement cages are grouped together.As shown in fig. 6, first
Junction surface 42 may be, for example, internal thread, and the second junction surface 44 may be, for example, external screw thread.In addition, the first junction surface 42 also can example
Such as it is external screw thread, the second junction surface 44 may be, for example, internal thread.Connect by by the first junction surface 42 and the second of another cage bar 40
Conjunction portion 44 screws togather and together, can reach the purpose that group connects two pre- group steel reinforcement cages.
Due to the second stirrup 20 be can with work muscle 30 or the first stirrup 18 of end by detachable fixture 60
It is fixed together detachable, is not fixed together with cage bar 40, therefore when rotating cage bar 40, is not required to untie the second stirrup
20, and the second stirrup 20 will not shift because rotating cage bar 40, not influence the overall structure of pre- group of steel reinforcement cage.And it is pre- to connect two in group
After the cage bar 40 of group steel reinforcement cage, first detachable fixture 60 is disassembled to separate the second stirrup 20 and work muscle 30 or the
One stirrup 18, then by mobile second stirrup 20 to make the second stirrup 20 be sheathed on the cage bar 40 and work of another pre- group of steel reinforcement cage
Make on muscle 30, it is possible to increase the group of two pre- group steel reinforcement cages connects intensity.
Fig. 7 is the schematic flow sheet of the first embodiment of the manufacture method of the pre- group of steel reinforcement cage of the present invention.As shown in fig. 7,
The manufacture method of the pre- group of steel reinforcement cage of the present invention comprises at least step S10 to S40.In step slo, there is provided multiple cage bars, more
Individual work muscle and multiple first stirrups；In step S20, carry out first group and connect step so that the work muscle of part is consolidated
First stirrup is connect, and the main ribs of part turnably are worn into first stirrup；In step s 30, carry out
Second group connects step, including：By affixed first stirrup of the work muscle of another part；And by described in another part
Cage bar turnably wears first stirrup；And in step s 40, spacing step is carried out, by an at least locating part
Both ends be respectively and fixedly connected with first stirrup at least one to form an accommodation space so that main ribs are at least within
One of a section be limited in accommodation space, wherein first stirrup is to be arranged at main ribs with one first default spacing
And on the work muscle.
In the present invention, the manufacture method of group steel reinforcement cage more may include to carry out the first detachable fixing step in advance, will
Main ribs are removably fixed at least one of first stirrup.Referring to Fig. 8, Fig. 8 is of the invention
The schematic flow sheet of the second embodiment of the manufacture method of pre- group steel reinforcement cage.As shown in figure 8, the system of the pre- group of steel reinforcement cage of the present invention
Making method includes step S10 to S70.In the second embodiment of the manufacture method of the pre- group of steel reinforcement cage of the present invention, step S10 is extremely
S40, to S40, therefore will not be described here with the step S10 described in aforementioned first embodiment.In step s 50, it is detachable to carry out first
Formula fixing step, main ribs are removably fixed at least one of first stirrup.In addition, as schemed
Shown in 8, the manufacture method of pre- group of steel reinforcement cage of the invention can more include step S60 and S70.In step S60, there is provided extremely
Few one second stirrup, the second stirrup are sheathed on one end of main ribs and the work muscle.In step S70, carrying out second can
Detachable fixing step, the second stirrup is removably fixed on at least one and/or end of the work muscle
The first stirrup on.
In step S20, first group connects step and can for example include：One falsework is provided；By the work muscle of part
And partial main ribs are on falsework；The work muscle of aligned portions and partial main ribs；It is arranged described
The work muscle of one stirrup on the work muscle of part and partial main ribs and affixed part is bound round in described first
On muscle；And first stirrup turnably is worn in the main ribs of part.First by one or more work muscle and
Cage bar is placed on falsework, by alignment step so that work muscle and cage bar alignment, the first hoop is sheathed on by work muscle and cage bar
It is fixed in muscle and by work muscle on the precalculated position of the first stirrup, cage bar is finally rotationally arranged in the pre- of the first stirrup
Positioning is put.In addition, carry out second group connect step when (step S30), can also be by falsework and alignment step by master
Muscle and work muscle are arranged on the precalculated position of the first stirrup.
The flow that pre- group steel reinforcement cage is manufactured in the brief description of the drawings present invention is referred to below.Fig. 9 to Figure 14 is referred to, Fig. 9 is extremely
Figure 14 is the schematic diagram of the pre- group of steel reinforcement cage of the manufacture present invention.To make simplified form, Fig. 9 only draws one first into Figure 14
Stirrup 10 or 12, the actually quantity of the first stirrup are multiple, for example, as shown in figure 1, the quantity of the first stirrup can be such as
For 5, or for more than 2.The quantity of cage bar 40, work muscle 30 and locating part 50 is only for example, and is not limited to this.User
Visual actual demand adjustment quantity.
First, there is provided multiple cage bars 40, multiple work muscle 30 and multiple first stirrups 10 (step S10), and by part
Work muscle 30 be fixed on the first stirrup 10 and the cage bar 40 of part turnably worn into (the step of the first stirrup 10
S20) (see Fig. 9).Then, the work muscle 30 of another part is fixed on the first stirrup 10 (as shown in Figure 10, can be by remaining
Work muscle 30 be fixed on the first stirrup 10).The cage bar 40 of another part turnably is worn into (the step of the first stirrup 10 again
Rapid S30) (as shown in figure 11, remaining cage bar 40 can turnably be worn the first stirrup 10).Then, such as Figure 12 institutes
Show, by the both ends of locating part 50 be respectively and fixedly connected with the first stirrup 10 to form accommodation space 52 so that a section of cage bar 10
It can be limited in this accommodation space 52 (step S40).
As it was previously stated, multiple locating parts 50 can be all disposed therein on first stirrup 10 (Figure 12), or
It is to be respectively arranged at multiple locating parts 50 on the first different stirrups 10,12 (Figure 13 and Figure 14).See Figure 13, cage bar 40 can
To be to be bonded together by locating part 50 or detachable fixture 60 with the first stirrup 10.By detachable fixation
Cage bar 40 is removably fixed on the first stirrup 10 (step S50) by part 60.
Multiple locating parts 50 can be respectively arranged on the first different stirrups.Also referring to Figure 13 and Figure 14, in place
In first stirrup 10 on upper strata (the first stirrup 10 of i.e. described front end), locating part 50 is arranged at four angles of the first stirrup 10
Fall, so that the cage bar 40 for being arranged in the corner of the first stirrup 10 can be limited in accommodation space 52 (figure by locating part 50
13), and remaining cage bar 40 is then removably fixed together by detachable fixture 60 with the first stirrup 10.
In the first stirrup 12 of the lower floor of the first stirrup 10, detachable fixture 60 is arranged at four corners of the first stirrup 12,
So that the cage bar 40 for being arranged in the corner of the first stirrup 12 can be detachable with the first stirrup 12 by detachable fixture 60
It is fixed together likes, and remaining cage bar 40 is then limited in accommodation space 52 (Figure 14) by locating part 50.In other words
Say, each cage bar 40 all need to by least one detachable fixture 60 and at least a locating part 50 and with the first stirrup 10,12,
14th, 16,18 it is fixed together, thereby when pre- group steel reinforcement cage is carried, cage bar 40 will not be with the first stirrup 10,12,14,16,18
Separate.In addition, the position of locating part 50 and detachable fixture 60 is not limited to the position shown in Figure 13 and Figure 14,
The visual actual demand arrangement of user is set.
Then, there is provided the second stirrup 20, and the second stirrup 20 is sheathed on cage bar 40 and one end (step for the muscle 30 that works
S60).Second stirrup 20 is temporarily fixed to work muscle 30 and/or the first hoop of end by detachable fixture 60 again
On muscle 18 (step S70), that is, complete the making of the pre- group of steel reinforcement cage of the present invention.Preferably, in practice, the second stirrup 20 be by
Together with being temporarily fixed to by detachable fixture 60 with the first stirrup of least significant end (being, for example, Fig. 1 the first stirrup 18).
Similarly, the quantity of the second stirrup 20 is also unrestricted, and when being intended to use the second stirrup 20 in practice, that is to say, that by the second stirrup 20
Position adjustment to appropriate location when, also can first remove detachable fixture 60.The quantity of second stirrup 20 may be, for example, 1
Or it is multiple, and be only for example, its quantity is not limited to this.The visual actual demand adjustment quantity of user.
Because the present invention is the form of construction work using pre-assembled pre- group of steel reinforcement cage, therefore known building construction can be exempted
The danger of scaffold need to be set up, and the present invention can more shorten construction man-hour than traditional engineering method.Also, by pre-assembled
Pre- group steel reinforcement cage, can stock up and assemble in advance, complete to construct without waiting for floor, not only not by the weather of job site
Influence, and be advantageous to control construction progress, quality and reduce to build cost.
After the making of pre- group steel reinforcement cage is completed, user can move pre- group steel reinforcement cage to job site, and by will
Cage bar 40 links together with the cage bar 40 (such as cage bar of another pre- group of steel reinforcement cage) on floor, and organizes steel reinforcement cage groups in advance by two
It is connected together.As it was previously stated, can be by the first junction surface 42 and the second junction surface 44 for screwing togather two cage bars 40, so that two cage bars 40
It is grouped together.The group that can complete two pre- group steel reinforcement cages by multiple cage bars 40 are grouped together connects.
In the present invention, due to cage bar 40 and work muscle 30 be to be arranged in the second stirrup 20, and the second stirrup be by
Detachable fixture 60 and with work muscle 30 and/or end the first stirrup 18 be temporarily fixed to together with.Therefore, can in removal
After detachable fixture 60, the second stirrup 20 can be moved in the cage bar 40 and work muscle 30 of another pre- group of steel reinforcement cage,
So that the second stirrup 20 is sheathed in the cage bar 40 and work muscle 30 of another pre- group of steel reinforcement cage.Thereby, it is possible to increase two pre-
The group of group steel reinforcement cage connects intensity.
In summary, pre- group of steel reinforcement cage of the invention and its manufacture method, using applying for pre-assembled pre- group of steel reinforcement cage
Work mode, without setting up scaffold, construction man-hour that is dangerous and shortening 1~3 times can be lowered.Also, stock can be assembled in advance,
Be advantageous to control construction progress and quality, not by the weather influences of job site.By the another of pre- group steel reinforcement cage and job site
When the cage bar of one pre- group steel reinforcement cage is assembled, the cage bar of steel reinforcement cage is organized in advance so that this cage bar can be with another pre- group by rotating
Whether the cage bar of steel reinforcement cage is grouped together, with the cage bar of another pre- group of steel reinforcement cage do not had position inclined by the cage bar of pre- group steel reinforcement cage
The influence of difference, it is possible to increase the quality of pre- group steel reinforcement cage simultaneously reduces time and operating cost.And because by locating part by master
One section of muscle is limited in accommodation space, therefore in mobile pre- group steel reinforcement cage, and the cage bar for being arranged in the first stirrup will not be with
First stirrup separates, it is possible to increase pre- group steel reinforcement cage flexibly uses property and steadiness.
Illustrative is the foregoing is only, and not to be restricted.Any spirit and scope without departing from the present invention, and it is right
Its equivalent modifications carried out or change, all should be included in appended claims.
Claims (10)
- A kind of 1. manufacture method of pre- group of steel reinforcement cage, it is characterised in that including：Multiple cage bars, multiple work muscle and multiple first stirrups are provided；Carry out one first group and connect step so that affixed first stirrup of the work muscle of part, and by the master of part Muscle turnably wears first stirrup；Carry out one second group and connect step, including：By affixed first stirrup of the work muscle of another part；And will be another Partial main ribs turnably wear first stirrup；AndCarry out a spacing step, by the both ends of an at least locating part be respectively and fixedly connected with first stirrup at least one with shape Into an accommodation space so that an at least one of section for main ribs is limited in the accommodation space,Wherein described first stirrup is to be arranged at one first default spacing on main ribs and the work muscle.
- 2. the manufacture method of pre- group steel reinforcement cage as claimed in claim 1, it is characterised in that it is detachable solid more to carry out one first Step is determined to be removably fixed on main ribs at least one of first stirrup.
- 3. the manufacture method of pre- group steel reinforcement cage as claimed in claim 2, it is characterised in that at least one second stirrup is more provided, Second stirrup is sheathed on one end of main ribs and the work muscle.
- 4. the manufacture method of pre- group steel reinforcement cage as claimed in claim 3, it is characterised in that it is detachable solid more to carry out one second Step is determined to be removably fixed on second stirrup described at least one and/or end of the work muscle On first stirrup.
- 5. the manufacture method of pre- group steel reinforcement cage as claimed in claim 1, it is characterised in that described first group connects step and include： One falsework is provided；By the main ribs of the work muscle of the part and the part on the falsework；Alignment The work muscle of the part and the main ribs of the part；It is arranged the work of first stirrup in the part The work muscle of in the main ribs of the muscle and the part and affixed part is on first stirrup；It is and rotatable First stirrup is worn likes in the main ribs of the part.
- A kind of 6. pre- group steel reinforcement cage, it is characterised in that including：Multiple first stirrups and at least one second stirrup；Multiple work muscle, affixed first stirrup of the work muscle simultaneously wear second stirrup；Multiple cage bars, main ribs turnably wear first stirrup and second stirrup；AndAn at least locating part, the both ends of the locating part be respectively and fixedly connected with first stirrup at least one held with forming one Between being empty, and an at least one of section for main ribs wears the accommodation space and is limited in the accommodation space In,Wherein described first stirrup is to be arranged at one first default spacing on main ribs and the work muscle.
- 7. pre- group steel reinforcement cage as claimed in claim 6, it is characterised in that the locating part is a U-shaped ring or a list structure.
- 8. pre- group steel reinforcement cage as claimed in claim 6, it is characterised in that the pre- group of steel reinforcement cage further includes multiple detachable Fixture to main ribs are removably fixed on first stirrup at least one on and by described Two stirrups are removably fixed at least one and/or first stirrup of end of the work muscle.
- 9. pre- group steel reinforcement cage as claimed in claim 6, it is characterised in that the both ends of each main ribs have one first to connect respectively Conjunction portion and one second junction surface.
- 10. pre- group steel reinforcement cage as claimed in claim 6, it is characterised in that each first stirrup and each second stirrup It is to be integrally formed stirrup or assembling type stirrup.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610518487.1A CN107574977A (en) | 2016-07-04 | 2016-07-04 | Pre- group steel reinforcement cage and its manufacture method |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610518487.1A CN107574977A (en) | 2016-07-04 | 2016-07-04 | Pre- group steel reinforcement cage and its manufacture method |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN107574977A true CN107574977A (en) | 2018-01-12 |
Family
ID=61049927
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201610518487.1A Pending CN107574977A (en) | 2016-07-04 | 2016-07-04 | Pre- group steel reinforcement cage and its manufacture method |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN107574977A (en) |
Cited By (9)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108385986A (en) * | 2018-03-26 | 2018-08-10 | 中国十七冶集团有限公司 | A kind of device and method ensureing constructional column reinforcement location |
| CN109024276A (en) * | 2018-07-25 | 2018-12-18 | 重庆交通大学 | Cable-stayed Bridge Pylon framework of steel reinforcement wears system |
| CN109025315A (en) * | 2018-07-31 | 2018-12-18 | 中国十七冶集团有限公司 | A kind of auxiliary device and its construction method of beam steel bar colligation |
| CN109024275A (en) * | 2018-07-25 | 2018-12-18 | 重庆交通大学 | Cable-stayed Bridge Pylon framework of steel reinforcement |
| CN110142526A (en) * | 2019-06-10 | 2019-08-20 | 湖南三一快而居住宅工业有限公司 | Steel reinforcement cage welding mechanism and digital-control processing system |
| CN111733695A (en) * | 2020-07-23 | 2020-10-02 | 中铁大桥勘测设计院集团有限公司 | Expansion joint reinforcement structure for bridge, bridge expansion joint structure and construction method |
| CN114086719A (en) * | 2020-08-24 | 2022-02-25 | 江文财 | Combination structure of column-in-column combined enclosure |
| CN114473420A (en) * | 2018-07-18 | 2022-05-13 | 润弘精密工程事业股份有限公司 | Jig for preparing reinforcement cage |
| TWI835573B (en) * | 2023-02-24 | 2024-03-11 | 潤弘精密工程事業股份有限公司 | Reinforcement cage for end member of shear wall, jig for making reinforcement cage and method for making reinforcement cage |
Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| AU1164695A (en) * | 1994-02-10 | 1995-08-17 | Schnell S.R.L. | Method and device for forming metal frames for reinforced concrete and metal frame formed therewith |
| CN203256731U (en) * | 2013-04-23 | 2013-10-30 | 浙江工程建设监理公司 | Steel reinforcement cage auxiliary binding tool |
| CN105064614A (en) * | 2015-08-11 | 2015-11-18 | 武汉理工大学 | Stirrup capable of providing transverse constraining force for longitudinal bar and manufacturing method of stirrup |
| CN205857528U (en) * | 2016-07-04 | 2017-01-04 | 翔仁企业有限公司 | Organize steel reinforcement cage in advance |
-
2016
- 2016-07-04 CN CN201610518487.1A patent/CN107574977A/en active Pending
Patent Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| AU1164695A (en) * | 1994-02-10 | 1995-08-17 | Schnell S.R.L. | Method and device for forming metal frames for reinforced concrete and metal frame formed therewith |
| CN203256731U (en) * | 2013-04-23 | 2013-10-30 | 浙江工程建设监理公司 | Steel reinforcement cage auxiliary binding tool |
| CN105064614A (en) * | 2015-08-11 | 2015-11-18 | 武汉理工大学 | Stirrup capable of providing transverse constraining force for longitudinal bar and manufacturing method of stirrup |
| CN205857528U (en) * | 2016-07-04 | 2017-01-04 | 翔仁企业有限公司 | Organize steel reinforcement cage in advance |
Cited By (11)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108385986A (en) * | 2018-03-26 | 2018-08-10 | 中国十七冶集团有限公司 | A kind of device and method ensureing constructional column reinforcement location |
| CN114473420A (en) * | 2018-07-18 | 2022-05-13 | 润弘精密工程事业股份有限公司 | Jig for preparing reinforcement cage |
| CN114473420B (en) * | 2018-07-18 | 2024-05-24 | 润弘精密工程事业股份有限公司 | Jig for preparing reinforcement cage |
| CN109024276A (en) * | 2018-07-25 | 2018-12-18 | 重庆交通大学 | Cable-stayed Bridge Pylon framework of steel reinforcement wears system |
| CN109024275A (en) * | 2018-07-25 | 2018-12-18 | 重庆交通大学 | Cable-stayed Bridge Pylon framework of steel reinforcement |
| CN109025315A (en) * | 2018-07-31 | 2018-12-18 | 中国十七冶集团有限公司 | A kind of auxiliary device and its construction method of beam steel bar colligation |
| CN110142526A (en) * | 2019-06-10 | 2019-08-20 | 湖南三一快而居住宅工业有限公司 | Steel reinforcement cage welding mechanism and digital-control processing system |
| CN111733695A (en) * | 2020-07-23 | 2020-10-02 | 中铁大桥勘测设计院集团有限公司 | Expansion joint reinforcement structure for bridge, bridge expansion joint structure and construction method |
| CN111733695B (en) * | 2020-07-23 | 2021-11-16 | 中铁大桥勘测设计院集团有限公司 | Expansion joint reinforcement structure for bridge, bridge expansion joint structure and construction method |
| CN114086719A (en) * | 2020-08-24 | 2022-02-25 | 江文财 | Combination structure of column-in-column combined enclosure |
| TWI835573B (en) * | 2023-02-24 | 2024-03-11 | 潤弘精密工程事業股份有限公司 | Reinforcement cage for end member of shear wall, jig for making reinforcement cage and method for making reinforcement cage |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN107574977A (en) | Pre- group steel reinforcement cage and its manufacture method | |
| JP6871781B2 (en) | Reinforcing bar cage pile head fixing and holding structure | |
| CN205857528U (en) | Organize steel reinforcement cage in advance | |
| CN206144032U (en) | Mosaic structure of assembled steel core concrete column and post | |
| JP2018172870A (en) | Reinforcing bar cage and method of building reinforcing bar cage | |
| CN209443666U (en) | Column surrounding hoop reinforcement for steel reinforced concrete earthquake-resistant reinforcement structure | |
| JP2012036584A (en) | Arrangement method of reinforced concrete column | |
| JP2006299793A (en) | Reinforcement structure and bar arrangement method | |
| CN206328863U (en) | Prefabricated assembled frame beam column structure | |
| TWM529721U (en) | Pre-assembled steel bar cage | |
| KR100966083B1 (en) | Pier and the construction method for the same | |
| JP2016125258A (en) | Reinforcement frame for cage, hoop, and cage using them | |
| CN109513857A (en) | It is used to prepare the Forming framework and manufacturing method of the jig of steel reinforcement cage and combinations thereof part | |
| JP2005171508A (en) | Method of constructing cast-in-place concrete column and positioning tool for column reinforcement used for the method | |
| CN208586761U (en) | A kind of steel core concrete column ring beam joint | |
| JPH0726623A (en) | Joint method of column and beam | |
| CN106270310B (en) | The preparation method and its manufacture stand of a kind of shield duct piece steel reinforcement cage | |
| KR20210068678A (en) | Punching shear reinforcing-bar and foundation structure construction method therewith | |
| TWI606166B (en) | Pre-assembled steel bar cage and manufacturing method thereof | |
| CN108978887A (en) | A kind of steel core concrete column ring beam joint and its reinforcing bar binding construction method | |
| CN110821040B (en) | Steel ladle beam supporting structure | |
| CN218437471U (en) | H-shaped steel column haunch beam link node structure | |
| KR102329323B1 (en) | Construction method of building column | |
| JP7092340B2 (en) | Fenestra reinforcement | |
| JP5964068B2 (en) | A frame structure for forming a frame and a frame construction method using the frame structure |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| PB01 | Publication | ||
| PB01 | Publication | ||
| SE01 | Entry into force of request for substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| WD01 | Invention patent application deemed withdrawn after publication |
Application publication date: 20180112 |
|
| WD01 | Invention patent application deemed withdrawn after publication |