CN207879017U - Reinforcing bar clamp, concrete tower - Google Patents
Reinforcing bar clamp, concrete tower Download PDFInfo
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- CN207879017U CN207879017U CN201721137316.0U CN201721137316U CN207879017U CN 207879017 U CN207879017 U CN 207879017U CN 201721137316 U CN201721137316 U CN 201721137316U CN 207879017 U CN207879017 U CN 207879017U
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- positioning region
- reinforcing bar
- bellows
- bar clamp
- longitudinal reinforcement
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Abstract
The utility model discloses a kind of Reinforcing bar clamp, concrete towers.For the Reinforcing bar clamp of concreting, including：Bellows positioning region, even muscle, longitudinal reinforcement positioning region and transverse steel positioning region, even muscle is connected on bellows positioning region, longitudinal reinforcement positioning region and transverse steel positioning region are located on even muscle, bellows positioning region is used for spacer dimple pipe, there is the longitudinal register hole for blocking longitudinal reinforcement, transverse steel positioning region to have the located lateral hole for blocking transverse steel for longitudinal reinforcement positioning region.Reinforcing bar clamp according to the present utility model, it can be achieved that bellows, transverse and longitudinal reinforcing bar positioning, easy to operate, reliability of positioning is high, greatly simplifies work progress.The very convenient unified processing of Reinforcing bar clamp can be ensured, integral constructing good quality unified apart from size by the bellows of Reinforcing bar clamp positioning, reinforcing bar when carrying out the construction of concrete construction using the Reinforcing bar clamp of uniform specification.
Description
Technical field
The utility model is related to concrete construction technical fields, more particularly, to a kind of steel for concreting
Muscle fixture, the concrete tower with the Reinforcing bar clamp.
Background technology
With the increase of power generation efficiency, length of blade is increasingly longer, the height of matching blower fan tower barrel and cuts
Face size is also continuously increased.For steel construction tower since cost is higher, transport difficult, therefore, it is difficult to meet building for the high tower in big section
Make requirement.And concrete tower can economically build Large-scale Wind Turbines, therefore obtain extensive concern.
In the related technology, when armored concrete tower makes, generally use increases cushion block to realize the positioning of reinforcing bar, ensures
Protective layer thickness connects longitudinal reinforcement and circumferential reinforcement using tied silk, and it also requires additionally fixing bellows, work progress is numerous
It is trivial, and reliability of positioning is low.
Utility model content
The utility model aims to solve at least one of the technical problems existing in the prior art.For this purpose, the utility model carries
Go out a kind of Reinforcing bar clamp for concreting, the positioning of bellows and reinforcing bar can be achieved at the same time in the Reinforcing bar clamp, positioning
It is easy to operate, simplify work progress, and reliability of positioning is high.
The utility model also proposes a kind of concrete tower with above-mentioned Reinforcing bar clamp.
According to the Reinforcing bar clamp for concreting of the utility model first aspect embodiment, including：Bellows is fixed
Position portion, even muscle, longitudinal reinforcement positioning region and transverse steel positioning region, the even muscle are connected on the bellows positioning region, institute
It states longitudinal reinforcement positioning region and the transverse steel positioning region to be located on the even muscle, the bellows positioning region is for positioning wave
Line pipe, the longitudinal reinforcement positioning region have the longitudinal register hole for blocking longitudinal reinforcement, the transverse steel positioning region tool
It is useful for blocking the located lateral hole of transverse steel.
According to the Reinforcing bar clamp of the utility model embodiment, bellows, longitudinal reinforcement, transverse steel can be achieved at the same time and determine
Position, positioning operation is convenient, and reliability of positioning is high.Bellows, reinforcing bar bind after having good positioning and can be very easy to again, greatly simplify and apply
Work process.In addition, the very convenient unified processing of this Reinforcing bar clamp, when the Reinforcing bar clamp progress coagulation civil engineering using uniform specification
It is all to ensure that, apart from size unification, integral constructing is quality by the bellows of Reinforcing bar clamp positioning, reinforcing bar when the construction built
It is different.
In some embodiments, the even muscle is multiple, and multiple even muscle are around the bellows positioning region in radiation
Shape is arranged, and the outer end of each even muscle is equipped with the longitudinal reinforcement positioning region and the transverse steel positioning region.
Optionally, the bellows positioning region is formed as annular to be inserted into bellows, the side of the bellows positioning region
Form construction opening.
Optionally, the bellows positioning region is separately connected the even muscle in the circumferential both sides of the construction opening, is located at
Two even muscle of the construction opening both sides are directed away from mutual side on the direction far from the bellows positioning region
To extension
In some embodiments, the side in the longitudinal register hole forms the side opening for being caught in the longitudinal reinforcement.
Specifically, each longitudinal reinforcement positioning region is equipped with side direction guide in the circumferential direction at least side of the side opening
Block.
Further, the transverse steel positioning region is integrally formed on the side direction guide block, the located lateral hole
Top open wide be formed as upper opening.
According to the concrete tower of the utility model second aspect embodiment, including according to the utility model above-described embodiment
The Reinforcing bar clamp for concreting.
It is real according to the above-mentioned first aspect of the utility model by setting according to the concrete tower of the utility model embodiment
The Reinforcing bar clamp of example is applied, so that the building course of concrete tower is simpler, production efficiency higher.
The additional aspect and advantage of the utility model will be set forth in part in the description, partly will be from following description
In become apparent, or recognized by the practice of the utility model.
Description of the drawings
The above-mentioned and/or additional aspect and advantage of the utility model will in the description from combination following accompanying drawings to embodiment
Become apparent and is readily appreciated that, wherein：
Fig. 1 is the stereogram according to the Reinforcing bar clamp of the utility model one embodiment；
Fig. 2 is that circle shows the enlarged drawing of structure at A in Fig. 1；
Fig. 3 is the vertical view of Reinforcing bar clamp shown in Fig. 1；
Fig. 4 is the side view of Reinforcing bar clamp shown in Fig. 1.
Reference numeral：
Reinforcing bar clamp 100；
Longitudinal reinforcement positioning region 1；Longitudinal register hole 11；Side opening 12；Side direction guide block 13；Reinforcing rib 14；
Bellows positioning region 2；Construction opening 22；
Even muscle 3；
Transverse steel positioning region 4；Located lateral hole 41；Upper opening 42；Upside guiding face 43.
Specific implementation mode
The embodiments of the present invention are described below in detail, examples of the embodiments are shown in the accompanying drawings, wherein from beginning
Same or similar element or element with the same or similar functions are indicated to same or similar label eventually.Below by ginseng
The embodiment for examining attached drawing description is exemplary, and is only used for explaining the utility model, and should not be understood as to the utility model
Limitation.
In the description of the present invention, it should be understood that term "center", " longitudinal direction ", " transverse direction ", " thickness ",
The orientation of the instructions such as "upper", "lower", "front", "rear", "left", "right", "vertical", "horizontal", "top", "bottom", "inner", "outside" or
Position relationship is to be based on the orientation or positional relationship shown in the drawings, and is merely for convenience of describing the present invention and simplifying the description,
It does not indicate or imply the indicated device or element must have a particular orientation, with specific azimuth configuration and operation, because
This should not be understood as limiting the present invention.In addition, defining " first ", the feature of " second " can be expressed or imply
Ground includes one or more this feature.In the description of the present invention, unless otherwise indicated, the meaning of " plurality " is two
It is a or more than two.
In the description of the present invention, it should be noted that unless otherwise clearly defined and limited, term " is pacified
Dress ", " connected ", " connection " shall be understood in a broad sense, for example, it may be being fixedly connected, may be a detachable connection, or integrally
Connection；It can be mechanical connection, can also be electrical connection；Can be directly connected, can also indirectly connected through an intermediary,
It can be the connection inside two elements.For the ordinary skill in the art, it can understand above-mentioned art with concrete condition
The concrete meaning of language in the present invention.
Below with reference to Fig. 1-Fig. 4 descriptions according to the Reinforcing bar clamp 100 of the utility model first aspect embodiment.It needs to illustrate
Be that Reinforcing bar clamp 100 can be used in concrete structure (such as concrete tower etc.) work progress, to reinforcing bar, bellows carry out
Positioning is illustrated by taking manufacture of the Reinforcing bar clamp 100 for concrete tower as an example in the following description, it is to be understood that
, the Reinforcing bar clamp 100 of the application is not limited in the manufacture for concrete tower, can be also used for building construction etc..
As Figure 1-Figure 4, according to the Reinforcing bar clamp for concreting of the utility model first aspect embodiment
100, including：Bellows positioning region 2, even muscle 3, longitudinal reinforcement positioning region 1 and transverse steel positioning region 4 connect muscle 3 and are connected to ripple
On pipe positioning region 2, on 4 company's of being located at muscle 3 of longitudinal reinforcement positioning region 1 and transverse steel positioning region, bellows positioning region 2 is for positioning
Bellows, longitudinal reinforcement positioning region 1 have the longitudinal register hole 11 for blocking longitudinal reinforcement, and transverse steel positioning region 4 has
Located lateral hole 41 for blocking transverse steel.
Specifically, the Reinforcing bar clamp 100 that the utility model embodiment proposes, by the way that bellows positioning region 2, longitudinal direction is arranged
Reinforcing bar positioning region 1 and transverse steel positioning region 4, can block bellows, longitudinal reinforcement and transverse steel simultaneously, realize bellows,
The positioning of longitudinal reinforcement and transverse steel.
According to the Reinforcing bar clamp 100 of the utility model embodiment, bellows, longitudinal reinforcement and transverse steel can be achieved at the same time
Positioning, positioning operation is convenient, and reliability of positioning is high.The meeting of binding again after bellows, longitudinal reinforcement and transverse steel are had good positioning
It is very easy to, greatly simplifies work progress.In addition, the very convenient unified processing of this Reinforcing bar clamp 100, when using uniform specification
Reinforcing bar clamp 100 carry out concrete construction construction when, all bellowss positioned by Reinforcing bar clamp 100, longitudinal reinforcement and
Transverse steel can ensure, integral constructing good quality unified apart from size.
It should be noted that in general use, Reinforcing bar clamp 100 is commonly used to the fixed longitudinal direction vertically extended
Reinforcing bar, but Reinforcing bar clamp 100 is also not excluded in the utility model can be used for blocking horizontal reinforcing bar, also be not excluded for reinforcing bar card
Tool 100 can be used for blocking inclined reinforcing bar.In the utility model embodiment two are limited using longitudinal reinforcement and transverse steel
The extending direction of kind reinforcing bar, the extending direction difference or even two kinds of reinforcing bars that show both reinforcing bars is perpendicular.
In this way, the longitudinal register hole 11 of longitudinal reinforcement positioning region 1 and the located lateral hole 41 of transverse steel positioning region 4 are prolonged
Stretch that direction is different, the extending direction of the two can be even mutually perpendicular to.Here for convenience of description, hereafter with Reinforcing bar clamp
100 longitudinal reinforcements blocked are vertically extending reinforcing bar, and transverse steel is for horizontal-extending reinforcing bar.
In the utility model embodiment, even muscle 3 can be one or more, and can be arranged by each connecting by one or more on muscle 3
A longitudinal reinforcement positioning region 1, one or more transverse steel positioning region 4 can be arranged by each connecting on muscle 3, here to connecting muscle 3, indulging
It is not specifically limited to the quantity of reinforcing bar positioning region 1, transverse steel positioning region 4.
In some embodiments, even muscle 3 is multiple, and multiple even muscle 3 are arranged radially around bellows positioning region 2, more
The inner end of a even muscle 3 is connected with bellows positioning region 2, and the outer end for each connecting muscle 3 is equipped with longitudinal reinforcement positioning region 1 and lateral steel
Muscle positioning region 4.This radial multiple even muscle 3, it is small to concrete mobile obstacle, it avoids around Reinforcing bar clamp 100
Stomata is formed, ensures that the concrete around Reinforcing bar clamp 100 can be more closely knit.It should be noted that " inner end " company of referring to
Muscle 3 is adjacent to the one end at 2 center of bellows positioning region, 3 one end far from 2 center of bellows positioning region of " outer end " company of referring to muscle.
In addition, this radial even 3 radiating surface of muscle is big, after concreting, by the radial part that even muscle 3 touches
It is more prone to be bonded to an entirety.Such Reinforcing bar clamp 100 is set on concrete structure, can be improved whole pull resistance and
Toughness.
Specifically, as shown in figure 3, even the length of muscle 3 is generally equalized, and multiple even muscle 3 are in the same plane.It is such
On the one hand design can ensure the distribution uniform of longitudinal reinforcement in concrete structure, on the other hand can ensure on each even muscle 3
Internal stress is consistent, and is conducive to holding structure global consistency.
Optionally, as shown in figure 4, Reinforcing bar clamp 100 is set there are four muscle 3 is connected, it is fixed that four company's muscle 3 are formed as opposite bellows
The plane of symmetry in position portion 2 is symmetrical arranged, and Reinforcing bar clamp 100 is correspondingly provided with four longitudinal reinforcement positioning regions 1 and four transverse steels are fixed
Position portion 4.This four connections of Reinforcing bar clamp 100 for connecting muscle are stablized the most.
Specifically, separate 2 one end of bellows positioning region for each connecting muscle 3 is equipped with longitudinal reinforcement positioning region 1, longitudinally in each steel
Longitudinal register hole 11 there are one being set on muscle positioning region 1, longitudinal register hole 11 is in vertical upper perforated rebar fixture 100 to be inserted into longitudinal direction
Reinforcing bar.Specifically, the diameter in longitudinal register hole 11 is slightly larger than the diameter of longitudinal reinforcement, to be conducive to cooperation installation.Specifically,
The diameter in located lateral hole 41 is slightly larger than the diameter of transverse steel, to be conducive to cooperation installation.
Further, as Figure 1-Figure 4, longitudinal register hole 11 is formed in the side at the center far from Reinforcing bar clamp 100
Side opening 12, side opening 12 is in the side wall for vertically running through longitudinal register hole 11, and thus longitudinal reinforcement not only can be by being vertically inserted into
In longitudinal register hole 11, and can also be caught in longitudinal register hole 11 by side opening 12 by horizontal direction, longitudinal reinforcement with
Cooperation between longitudinal register hole 11 is more flexible, facilitates installation operation.In addition, side opening 12 is formed in longitudinal register hole 11
The side at the center far from Reinforcing bar clamp 100 so that for fixture when assemble multiple longitudinal reinforcements, it is small to interfere influence, into one
Step facilitates installation operation.
Preferably, as shown in Figure 1-Figure 3, the cross section of side opening 12 is formed as minor arc, i.e., is opened up in longitudinal register hole 11
After side opening 12, the cross section of the side wall in longitudinal register hole 11 is formed as major arc, when longitudinal reinforcement coordinates in longitudinal register hole 11
After interior, the surface of longitudinal reinforcement is abutted with the inner wall in longitudinal register hole 11, i.e., by the side wall in longitudinal register hole 11 to longitudinal steel
The clamping action of muscle and the positioning for realizing longitudinal reinforcement.
The cross section of side opening 12 is formed as minor arc, and the cross section of the side wall in longitudinal register hole 11 is formed as major arc, thus
While facilitating the cooperation between longitudinal reinforcement and longitudinal register hole 11, improves and connect between longitudinal reinforcement and longitudinal register hole 11
The reliability connect, longitudinal reinforcement positioning more stablize, are reliable.
Specifically, as shown in Figure 1, Figure 2 and Figure 4, longitudinal reinforcement positioning region 1 is formed to have the tubular of side opening 12,
The periphery wall of longitudinal reinforcement positioning region 1 is equipped with reinforcing rib 14, is formed to the section in its axle center of the mistake of longitudinal reinforcement positioning region
For T shapes.Such structure is conducive to improve the rigidity of longitudinal reinforcement positioning region 1, ensures in the operation for being inserted into longitudinal reinforcement, indulges
Easy fracture is not allowed to reinforcing bar positioning region 1.
Specifically, as depicted in figs. 1 and 2, reinforcing bar positioning region 1 is equipped in the circumferential direction at least side of side opening 12 longitudinally in each
Side direction guide block 13.When being inserted into longitudinal reinforcement at side opening 12, side direction guide block 13 is for opening longitudinal reinforcement introduction side
In mouth 13.
Specifically, one end of side direction guide block 13 is connected to a side edge of side opening 12, and side direction guide block 13 is separate
On the direction in longitudinal register hole 11, extend towards the direction in the circumferential far from side opening 12.
In longitudinal reinforcement positioning region 1 as shown in Figure 2, the both sides of side opening 12 are equipped with side direction guide block 13, two
The surface toward each other of side direction guide block 13 forms guiding face, and two guiding faces form V-arrangement.That is, longitudinal reinforcement is fixed
The straight panel for being located at 12 both ends of side opening in position portion 1 is side direction guide block 13, and two side direction guide blocks 13 are formed towards side opening
12 tapered shapes are conducive to longitudinal reinforcement importing longitudinal register hole 11.
Advantageously, as shown in Fig. 2, the reinforcing rib 14 of reinforcing bar positioning region 1 each extends on side direction guide block 13 longitudinally in each,
To avoid side direction guide block 13 from being broken.
In some embodiments, as shown in Fig. 2, located lateral hole 41 is passed through in the horizontal direction on transverse steel positioning region 4
Logical Reinforcing bar clamp 100 is to be inserted into horizontally extending transverse steel.
Such as shown in Fig. 1-Fig. 3, Reinforcing bar clamp 100 is arranged laterally at the side opening 12 of neighbouring longitudinal reinforcement positioning region 1
Reinforcing bar positioning region 4.I.e. transverse steel positioning region 4 is arranged at the side opening 12 of longitudinal reinforcement positioning region 1, so that laterally
Spacing between reinforcing bar positioning region 4 and longitudinal reinforcement positioning region 1 is smaller, transverse steel and transverse steel positioning region 4 cooperation and
After longitudinal reinforcement and longitudinal reinforcement positioning region 1 coordinate, the spacing between transverse steel and longitudinal reinforcement is smaller, it might even be possible to make
It obtains transverse steel and longitudinal reinforcement is snugly into each other, it is possible thereby to improve the reliability connected between transverse steel and longitudinal reinforcement.
Meanwhile being arranged at the side opening 12 of longitudinal reinforcement positioning region 1 by making transverse steel positioning region 4, it can be with
Simplify the processing and manufacturing of Reinforcing bar clamp 100.
Such as shown in Fig. 1-Fig. 3, transverse steel positioning region 4 is integrally formed on side direction guide block 13, located lateral hole
41 penetrate through side direction guide block 13 on the thickness direction of side direction guide block 13.Specifically as shown in Fig. 2, longitudinal reinforcement positioning region 1 exists
The both sides of side opening 12 are equipped with side direction guide block 13, and the top of one of side direction guide block 13 is formed with transverse steel positioning
Portion 4.
Further, as Figure 1-Figure 4, the top in located lateral hole 41, which is opened wide, is formed as upper opening 42, so that
Transverse steel can not only be penetrated located lateral hole 41 by horizontal direction, and can also be opened by being vertically caught in by upper opening 42
In mouth 42, the cooperation between transverse steel and located lateral hole 41 is more flexible, is applicable to the transverse steel of more Multiple Shape, example
Such as when transverse steel is formed as closed loop configuration, transverse steel can be caught in located lateral hole 41 by upper opening 42
It is interior.
Preferably, as shown in Figure 1-Figure 3, the cross section of upper opening 42 is formed as minor arc, i.e., horizontal after opening up upper opening 42
Be formed as major arc to the cross section of the side wall of location hole 41, after transverse steel cooperation is in located lateral hole 41, transverse steel
Surface will be abutted with the inner wall in located lateral hole 41, i.e., by the side wall in located lateral hole 41 to the clamping action of transverse steel
And realize the positioning of transverse steel, the cross section of upper opening 42 is formed as minor arc, the cross section shape of the side wall in located lateral hole 41
As major arc, thus facilitate coordinate between transverse steel and located lateral hole 41 while, improve transverse steel with it is laterally fixed
The reliability connected between the hole 41 of position, transverse steel positioning more stablize, are reliable.
Advantageously, at least one of two circumferential end faces of 41 side wall of located lateral hole are formed as upside guiding face 43,
The circumferential both ends of the surface of 41 side wall of located lateral hole are all formed as upside guiding face 43 in fig. 2, and upside guiding face 43 is arrived from above
Under side upwardly toward located lateral hole 41 centroclinal extension, guide function can be played so that transverse steel is more suitable
It freely is caught in located lateral hole 41.
Specifically, between the outboard end of Reinforcing bar clamp 100 and any longitudinal reinforcement location hole 12 and located lateral hole 41
Distance, be all higher than the thickness of concrete cover, for example, in figure 3, one of reinforcing bar positioning region 1 side longitudinally in each
It is located at the outermost end of Reinforcing bar clamp 100, the free end end face of the side direction guide block 13 and nearest longitudinal register to guiding block 13
The distance between hole 11 and located lateral hole 41 are more than the thickness of concrete cover, so that pouring the concrete knot to be formed
In structure, the thickness of the concrete between reinforcing bar and template is greater than the thickness of concrete cover, so that concrete structure
It is not susceptible to dry and cracked after pouring, improves the quality of concrete structure.
Wherein, concrete cover refers in concrete structure member, the outer rim of outermost layer reinforcing bar to concrete surface
Between concrete layer.It is understood thatConcreteIn structure, armored concrete is by reinforcing bar and the different materials of two kinds of concrete
Expect the composite material of composition, it is their cooperative bases that two kinds of materials, which have good adhesive property, and anchor is bonded from reinforcing bar
It is and to make reinforcing bar to ensure that reinforcing bar can be worked together with its surrounding concrete Gu angle claims to concrete cover
Give full play to intensity needed for calculating.Therefore, the outboard end and any longitudinal reinforcement that Reinforcing bar clamp 100 is proposed in the application position
The distance between hole 12 and located lateral hole 41 are all higher than the thickness of concrete cover, are for the reinforced concrete that adequately protects
The superperformance of soil structure.
Advantageously, Reinforcing bar clamp 100 is in use, and the outboard end of Reinforcing bar clamp 100, which can contact, adjacent pours mould
Plate is equivalent to and is positioned to Reinforcing bar clamp 100 using formwork for placing, is conducive to improve positioning convenience.
Certainly, the structure of the Reinforcing bar clamp 100 of the utility model embodiment can be without being limited thereto, for example, multiple, even muscle 3 can shape
At polygon or irregular shape, in another example the positioning of longitudinal reinforcement can not also be limited to utilize the above-mentioned hole at major arc shape,
Such as fixture mode can also be used.
In one embodiment of the utility model, as shown in figures 1 and 3, bellows positioning region 2 is formed as annular to insert
Enter bellows, i.e., realizes the positioning of bellows by bellows is inserted into bellows positioning region 2, location structure is simple, dress
With convenient.The side of bellows positioning region 2 forms construction opening 22, and construction opening 22 above runs through bellows positioning region 2 vertical,
So that bellows not only can also can in the horizontal direction pass through construction opening by being vertically inserted into bellows positioning region 2
22 are caught in bellows positioning region 2, so that the cooperation between bellows and bellows positioning region 2 is more flexible.
Preferably, as shown in Figure 3, the cross section of construction opening 22 is formed as minor arc, the cross section of bellows positioning region 2
Be formed as major arc, after bellows is inserted into bellows positioning region 2, the inner wall of bellows positioning region 2 and the outer wall of bellows support
It connects, i.e., realizes the positioning of bellows to the clamping action of bellows by bellows positioning region 2, by making construction opening 22
Cross section is formed as minor arc, and the cross section of bellows positioning region 2 is formed as major arc, is facilitating bellows and bellows positioning region 2
Between while coordinate, improve the reliability coordinated between bellows positioning region 2 and bellows, bellows positioning more stablizes,
Reliably.
Here, the mode of 2 spacer dimple pipe of bellows positioning region is not limited to form major arc using section to block bellows,
Such as bellows positioning region 2 can also be formed as that the modes such as elastic snap arm are arranged on spiral shape or bellows positioning region 2.
Equally, the positioning of reinforcing bar can not also be limited to utilize the above-mentioned hole at major arc shape, can also use such as fixture mode.
Optionally, bellows positioning region 2 is respectively equipped with even muscle 3 in the circumferential both sides of construction opening 22, is located at construction opening
Two company's muscle 3 of 22 both sides are directed away from mutual direction on the direction far from the bellows positioning region 2 and extend, such position
Two company's muscle 3 in 22 both sides of construction opening can be used for guiding bellows installation.
Specifically, as shown in 1 and Fig. 2, each connect muscle 3 perpendicular to this connect muscle 3 length direction section, be formed as
Cross or T shapes are conducive to reinforce so the even rigidity of itself of muscle 3, and can increase Reinforcing bar clamp 100 and surrounding concrete
Contact area, be conducive to more concrete bindings in the surface of Reinforcing bar clamp 100 and firmly adhesion, make Reinforcing bar clamp 100
The bellows of connection, multiple longitudinal reinforcements, transverse steel, concrete form the inseparable entirety in jail.
Optionally, be formed as cross or T shapes in the section on its length direction due to connecting muscle 3, be equivalent to
Even muscle 3 is made of on the section four branch forks or three branch forks, and reinforcing rib 14 can be with even muscle 3 on longitudinal reinforcement positioning region 1
Branch fork connection, can company of regarding as muscle 3 be connected as one with longitudinal reinforcement positioning region 1 by branch fork.In this way, longitudinal reinforcement positions
The junction structural strength of portion 1 and even muscle 3 is big, not easy to break.
Optionally, Reinforcing bar clamp 100 is integrated injection molding part, is conducive to improve production efficiency.
According to the concrete tower of the utility model second aspect embodiment, including according to the utility model above-described embodiment
The Reinforcing bar clamp 100 for concreting.
It is real according to the above-mentioned first aspect of the utility model by setting according to the concrete tower of the utility model embodiment
The Reinforcing bar clamp 100 of example is applied, so that the building course of concrete tower is simpler, production efficiency higher.It can be significantly simple
Change construction technology, shortens the construction period.
Specifically, using the Reinforcing bar clamp 100 described in the utility model above-described embodiment, concrete tower can be cast-in-place
Concrete tower, concrete tower can also be precast concrete tower, that is to say, that Reinforcing bar clamp 100 is in concrete tower
Application it is very flexible.
According to the construction method of the concrete structure of the utility model third aspect embodiment, using according to the utility model
The Reinforcing bar clamp 100 of above-described embodiment, the construction of concrete structure include the following steps：
Install the formwork for placing of concrete structure；
Bellows, longitudinal reinforcement and transverse steel are installed, using Reinforcing bar clamp 100 by bellows, longitudinal reinforcement, lateral steel
Muscle is positioned and is connected；
After template and bellows, longitudinal reinforcement, transverse steel fix, casting concrete simultaneously conserves.
According to the construction method of the concrete structure of the utility model embodiment, by using above-mentioned according to the utility model
The Reinforcing bar clamp 100 of first aspect embodiment, can be achieved at the same time the positioning of bellows, longitudinal reinforcement, transverse steel, positioning operation
It is convenient, simplify work progress, improves the construction efficiency of concrete structure.
What needs to be explained here is that in above-mentioned steps, the branch of formwork for placing installed with longitudinal reinforcement, transverse steel
If sequence does not limit, as long as ensureing before casting concrete, formwork for placing and longitudinal reinforcement can fix.
In addition, after can first being fixed Reinforcing bar clamp 100 in construction, then by bellows, longitudinal reinforcement, transverse steel card
On Reinforcing bar clamp 100；It can also be blocked with Reinforcing bar clamp 100 after bellows, longitudinal reinforcement, transverse steel look for position.
In addition, bellows, longitudinal reinforcement, transverse steel are lifted into the scene of pouring after being positioned by Reinforcing bar clamp 100；
Alternatively, after bellows, longitudinal reinforcement, transverse steel install at the scene of pouring, then positioned by Reinforcing bar clamp 100.So that
Work progress is more flexible.
In the description of this specification, the description of reference term " embodiment ", " example " etc. mean combine the embodiment or
Example particular features, structures, materials, or characteristics described are contained at least one embodiment or example of the utility model.
In the present specification, schematic expression of the above terms may not refer to the same embodiment or example.Moreover, description
Particular features, structures, materials, or characteristics can be tied in an appropriate manner in any one or more of the embodiments or examples
It closes.
While there has been shown and described that the embodiments of the present invention, it will be understood by those skilled in the art that：
Can these embodiments be carried out with a variety of variations in the case where not departing from the principles of the present invention and objective, modification, replaced
And modification, the scope of the utility model are limited by claim and its equivalent.
Claims (5)
1. a kind of Reinforcing bar clamp for concreting, which is characterized in that including：Bellows positioning region, even muscle, longitudinal reinforcement
Positioning region and transverse steel positioning region, it is described even muscle be connected on the bellows positioning region, the longitudinal reinforcement positioning region and
The transverse steel positioning region is located on the even muscle, and the bellows positioning region is used for spacer dimple pipe, the longitudinal reinforcement
There is the longitudinal register hole for blocking longitudinal reinforcement, the transverse steel positioning region to have for blocking transverse steel for positioning region
Located lateral hole；
The side in the longitudinal register hole forms the side opening for being caught in the longitudinal reinforcement, each longitudinal reinforcement positioning
Portion is equipped with side direction guide block in the circumferential direction at least side of the side opening, and the transverse steel positioning region is integrally formed in the side
To on guiding block, the top in the located lateral hole, which is opened wide, is formed as upper opening.
2. the Reinforcing bar clamp according to claim 1 for concreting, which is characterized in that it is described even muscle be it is multiple,
Multiple even muscle are arranged radially around the bellows positioning region, and the outer end of each even muscle is equipped with the longitudinal direction
Reinforcing bar positioning region and the transverse steel positioning region.
3. the Reinforcing bar clamp according to claim 1 for concreting, which is characterized in that bellows positioning region
Be formed as annular to be inserted into bellows, the side of the bellows positioning region forms construction opening.
4. the Reinforcing bar clamp according to claim 3 for concreting, which is characterized in that bellows positioning region
It is separately connected the even muscle in the circumferential both sides of the construction opening, two even muscle for being located at the construction opening both sides exist
Mutual direction is directed away from direction far from the bellows positioning region to extend.
5. a kind of concrete tower, which is characterized in that include being poured for concrete according to any one of claim 1-4
The Reinforcing bar clamp built.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721137316.0U CN207879017U (en) | 2017-09-01 | 2017-09-01 | Reinforcing bar clamp, concrete tower |
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721137316.0U CN207879017U (en) | 2017-09-01 | 2017-09-01 | Reinforcing bar clamp, concrete tower |
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| Publication Number | Publication Date |
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| CN207879017U true CN207879017U (en) | 2018-09-18 |
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ID=63500113
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|---|---|---|---|
| CN201721137316.0U Active CN207879017U (en) | 2017-09-01 | 2017-09-01 | Reinforcing bar clamp, concrete tower |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109235271A (en) * | 2018-10-15 | 2019-01-18 | 中铁宝桥（扬州）有限公司 | Combine the vertical bar positioning tool, positioning deck and working method of bridge tower steel shell segment |
-
2017
- 2017-09-01 CN CN201721137316.0U patent/CN207879017U/en active Active
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109235271A (en) * | 2018-10-15 | 2019-01-18 | 中铁宝桥（扬州）有限公司 | Combine the vertical bar positioning tool, positioning deck and working method of bridge tower steel shell segment |
| CN109235271B (en) * | 2018-10-15 | 2023-10-27 | 中铁宝桥（扬州）有限公司 | Vertical rib positioning tool, positioning clamping seat and working method of combined bridge tower steel shell section |
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