CN206625214U - A kind of steel reinforcement cage fusiformis pipe perforator - Google Patents
A kind of steel reinforcement cage fusiformis pipe perforator Download PDFInfo
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- CN206625214U CN206625214U CN201720145574.7U CN201720145574U CN206625214U CN 206625214 U CN206625214 U CN 206625214U CN 201720145574 U CN201720145574 U CN 201720145574U CN 206625214 U CN206625214 U CN 206625214U
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Abstract
The utility model discloses a kind of steel reinforcement cage fusiformis pipe perforator, and for slip casting around pile pipe, pile end grouting pipe, sound detecting pipe to be passed through into the steel reinforcement cage with tie hoop structure, it includes：Center steel pipe, ring cloth steel pipe, fusiformis framework of steel reinforcement and termination shrouding；The length of the ring cloth steel pipe is less than the length of center steel pipe, and ring cloth steel pipe is fixed on the outer wall of center steel pipe；The fusiformis framework of steel reinforcement is circular layout around center steel pipe and ring cloth steel pipe into radial；The termination shrouding is fixed on one end of center steel pipe；The end set of slip casting around pile pipe is in ring cloth steel pipe, in pile end grouting pipe and the centrally disposed steel pipe of sound detecting pipe.Using the steel reinforcement cage fusiformis pipe perforator using when do not influenceed by steel reinforcement cage tie hoop, poling is smooth, can disposably complete polytype tubing poling construction；Meanwhile different length and the tubing of type realize it is separated, be easy to mark distinguish.
Description
Technical field
The utility model belongs to steel reinforcement cage drawing-in tool technical field, more particularly to a kind of steel reinforcement cage fusiformis pipe perforator.
Background technology
Steel reinforcement cage is commonly referred to as the framework of steel reinforcement of pile foundation, for foundation engineering.Cylindrical reinforcement frame, reinforcing bar are uniform
Distribution, ring-shaped stirrup is around skeleton uniform winding, and up and down and there is reinforcement stirrup centre.Steel reinforcement cage mainly plays drawing-resistant function, concrete
Compression strength it is high but tensile strength is very low.Steel reinforcement cage plays a part of constraint to pile concrete, makes it to bear necessarily
Horizontal force.
When carrying out armored concrete pile driving construction, needed after arranging steel reinforcement cage by slip casting around pile pipe, pile end grouting pipe, sound
Test tube passes through steel reinforcement cage.Steel reinforcement cage poling construction at present is typically by manually directly operating, because steel reinforcement cage has tie hoop knot
Structure, so this traditional method easily by tie hoop limitations affect, easy interim card during poling, needs manually the repeatedly position of adjustment pipe
Put, poling expends man-hour length.Also, it is only capable of wearing 1 tubing, no parallel poling of fado root tubing, efficiency of construction every time during poling
It is low.
Utility model content
The purpose of this utility model is to provide a kind of steel reinforcement cage fusiformis pipe perforator, with solve artificial poling expend man-hour it is long,
The problem of low construction efficiency.
The technical scheme that the utility model solves above-mentioned technical problem is as follows：A kind of steel reinforcement cage fusiformis pipe perforator, for inciting somebody to action
Slip casting around pile pipe, pile end grouting pipe, sound detecting pipe pass through the steel reinforcement cage with tie hoop structure, it is characterised in that including：Center
Steel pipe, ring cloth steel pipe, fusiformis framework of steel reinforcement and termination shrouding；
The length of the ring cloth steel pipe is less than the length of center steel pipe, and ring cloth steel pipe is fixed on the outer wall of center steel pipe；Institute
Fusiformis framework of steel reinforcement is stated to be circular layout into radial around center steel pipe and ring cloth steel pipe；The termination shrouding is fixed on central steel
One end of pipe；The end set of slip casting around pile pipe is in ring cloth steel pipe, in pile end grouting pipe and the centrally disposed steel pipe of sound detecting pipe.
The utility model steel reinforcement cage fusiformis pipe perforator as described above, further, the fusiformis framework of steel reinforcement is by multiple steel
Muscle is formed, and the reinforcing bar includes flat segments and is located at first bending segment and the second bending segment at flat segments both ends respectively, and first is curved
Trisection is connected with one end end wall of center steel pipe, and another end wall connection of the second bending segment reputation center steel pipe, multiple reinforcing bars are formed
Overall is in the framework of steel reinforcement of fusiformis.
The utility model steel reinforcement cage fusiformis pipe perforator as described above, further, the reinforcing bar are 6 millimeters of light round steel of diameter
Muscle.
The utility model steel reinforcement cage fusiformis pipe perforator as described above, further, the length of the reinforcing bar flat segments is more than
The pitch of tie hoop.
The utility model steel reinforcement cage fusiformis pipe perforator as described above, further, the quantity of the ring cloth steel pipe is at least
Two, ring cloth steel pipe is evenly arranged in the outer wall of center steel pipe.
The utility model steel reinforcement cage fusiformis pipe perforator as described above, further, quantity and the stake side of the ring cloth steel pipe
The quantity of Grouting Pipe is identical.
The utility model steel reinforcement cage fusiformis pipe perforator as described above, further, the center steel pipe are the milli of diameter 100
Rice, the steel pipe of 3 millimeters of wall thickness.
The utility model steel reinforcement cage fusiformis pipe perforator as described above, further, the ring cloth steel pipe be 48 millimeters of diameter,
3 millimeters of steel pipes of wall thickness, ring cloth steel pipe are welded and fixed with center steel pipe.
The utility model steel reinforcement cage fusiformis pipe perforator as described above, further, the termination shrouding are 2 millimeters of steel of thickness
Plate, diameter are equal with center outer diameter of steel pipes.
The beneficial effects of the utility model are：
Using the steel reinforcement cage fusiformis pipe perforator using when do not influenceed by steel reinforcement cage tie hoop, poling is smooth, can be once
Property complete the construction of polytype tubing poling；Meanwhile different length and the tubing of type are realized separated, are easy to tag slot
Point.The fusiformis pipe perforator gives full play to leading effect, reduces artificial poling labor intensity, improves efficiency, simple, fast
It is prompt, efficient.
Brief description of the drawings
By the detailed description made in conjunction with the following drawings, of the present utility model above-mentioned and/or other aspects and advantage will
Becoming more apparent upon and be easier to understand, these accompanying drawings are simply schematical, are not intended to limit the utility model, wherein：
Fig. 1 is a kind of front view of the steel reinforcement cage fusiformis pipe perforator of embodiment of the utility model；
Fig. 2 is a kind of top view of the steel reinforcement cage fusiformis pipe perforator of embodiment of the utility model；
Fig. 3 is a kind of reinforcing bar schematic diagram of embodiment of the utility model；
Fig. 4 is a kind of working condition front view of the steel reinforcement cage fusiformis pipe perforator of embodiment of the utility model；
Fig. 5 is a kind of working condition top view of the steel reinforcement cage fusiformis pipe perforator of embodiment of the utility model.
In accompanying drawing, the list of parts representated by each label is as follows：
1st, center steel pipe, 2, ring cloth steel pipe, 3, fusiformis framework of steel reinforcement, 30, reinforcing bar, the 31, first bending segment, 32, flat segments,
33rd, the second bending segment, 4, termination shrouding, 5, slip casting around pile pipe, 6, pile end grouting pipe, 7, sound detecting pipe.
Embodiment
Hereinafter, the embodiment of steel reinforcement cage fusiformis pipe perforator of the present utility model is described with reference to the accompanying drawings.
The embodiment recorded herein is specific embodiment of the present utility model, of the present utility model for illustrating
Design, is explanatory and exemplary, should not be construed as the limit to the utility model embodiment and the scope of the utility model
System.In addition to the embodiment recorded herein, those skilled in the art can also be based on the application claims and specification institute is public
The content opened includes doing using the embodiment to recording herein using obvious other technical schemes, these technical schemes
Go out the technical scheme of any obvious substitutions and modifications.
The accompanying drawing of this specification is schematic diagram, aids in illustrating design of the present utility model, it is schematically indicated each several part
Shape and its correlation.It note that for the ease of clearly showing the structure of each part of the utility model embodiment, respectively
Do not drawn between accompanying drawing according to identical ratio.Identical reference marker is used to represent identical part.
In following examples of the present invention, sound detecting pipe (Acoustic Pipe) is the essential sound of present bridge construction
Ripple detection pipe, the quality of a pile can be detected using sound detecting pipe, when sound detecting pipe is that bored concrete pile carries out supersonic testing method
The passage that probe enters inside pile body.It is the important component of bored concrete pile ultrasonic testing system, its pre-buried side in stake
Formula and its arrangement form on the cross section of stake, will directly affect testing result.Therefore, the stake that need to be detected should incite somebody to action in design
The arrangement and embedding method mark of sound detecting pipe enter drawing, and embedding quality should be strictly controlled in construction, to ensure that detection work is suitable
Profit is carried out.
Fig. 1 and Fig. 2 shows a kind of steel reinforcement cage fusiformis pipe perforator of embodiment of the utility model, and Fig. 3 and Fig. 4 show to utilize steel
Muscle cage fusiformis pipe perforator carries out the use state of poling, and steel reinforcement cage fusiformis pipe perforator is used for slip casting around pile pipe 5, pile end grouting pipe
6th, sound detecting pipe 7 passes through the steel reinforcement cage with tie hoop structure, it is characterised in that including：Center steel pipe 1, ring cloth steel pipe 2, shuttle
Shape framework of steel reinforcement 3 and termination shrouding 4；
The length of ring cloth steel pipe 2 is less than the length of center steel pipe 1, and ring cloth steel pipe 2 is fixed on the outer wall of center steel pipe 1；Shuttle
Shape framework of steel reinforcement 3 is circular layout around center steel pipe 1 and ring cloth steel pipe 2 into radial；Termination shrouding 4 is fixed on center steel pipe 1
One end；The end set of slip casting around pile pipe 5 is in ring cloth steel pipe 2, pile end grouting pipe 6 and the centrally disposed steel pipe 1 of sound detecting pipe 7
It is interior.
In a kind of specific embodiment of steel reinforcement cage fusiformis pipe perforator, fusiformis framework of steel reinforcement 3 is made up of multiple reinforcing bars 30, such as
Shown in Fig. 3, reinforcing bar 30 includes flat segments 32 and is located at first bending segment 31 and the second bending segment 33 at the both ends of flat segments 32 respectively,
First bending segment 31 is connected with one end end wall of center steel pipe 1, another end wall connection of the second bending segment 33 reputation center steel pipe 1,
Multiple reinforcing bars 30 form the overall framework of steel reinforcement in fusiformis.In a preferred embodiment, reinforcing bar is plain bar, such as the milli of diameter 6
The plain bar of rice.
In order to further improve the smooth degree of poling, stop of the tie hoop to pipe perforator during poling is reduced, on
Stating embodiment can also be improved further below, and the length of reinforcing bar flat segments 32 is more than the pitch of tie hoop.It can keep away
Exempt from the gap that reinforcing bar is caught in tie hoop, improve poling efficiency.
In a kind of specific embodiment of steel reinforcement cage fusiformis pipe perforator, the quantity of ring cloth steel pipe 2 is at least two, ring cloth steel
Pipe 2 is evenly arranged in the outer wall of center steel pipe 1.In a preferred embodiment, the quantity of ring cloth steel pipe 2 and slip casting around pile pipe 5
Quantity is identical.A pile side Grouting Pipe is placed in each ring cloth steel pipe, prevents slip casting around pile pipe from being knotted during poling
Or cause the confusion of different Grouting Pipes.In the embodiment gone out as shown in figures 1 and 3, the quantity of ring cloth steel pipe 2 is four, stake
The quantity of side Grouting Pipe 5 is four.
In a kind of specific embodiment of steel reinforcement cage fusiformis pipe perforator, center steel pipe 1 is 100 millimeters of diameter, 3 millimeters of wall thickness
Steel pipe.Ring cloth steel pipe 2 is 3 millimeters of 48 millimeters of diameter, wall thickness steel pipes, and ring cloth steel pipe 2 is welded and fixed with center steel pipe 1.Termination
Shrouding 4 is 2 millimeters of steel plates of thickness, and diameter is equal with the external diameter of center steel pipe 1.Above-mentioned steel member is process using Q235 levels,
Burr removal is processed, surface derusting processing, weld seam is 4 millimeters of angle welding weld all arounds.
The preparation process of above-described embodiment steel reinforcement cage fusiformis pipe perforator comprises the following steps that：
Step 1, ring cloth steel pipe quantity is determined according to slip casting around pile pipe quantity, fusiformis is determined according to tie hoop maximum spacing
Segment length that reinforcing bar is straight, processing ring cloth steel pipe, fusiformis framework of steel reinforcement and center steel pipe；
Step 2, by termination seal plate welding in center steel tube head.
Step 3, by ring cloth steel-pipe welding in center steel pipe side wall, arrangement annular in shape.
Step 4, fusiformis framework of steel reinforcement is arranged around center steel pipe and the radial annular solder of ring cloth steel pipe, is in integrally
Fusiformis.
The steel reinforcement cage fusiformis pipe perforator of above-described embodiment is not influenceed by steel reinforcement cage tie hoop when in use, and poling is smooth,
The construction of polytype tubing poling can disposably be completed；Meanwhile different length and the tubing of type are respectively put into center steel pipe
With ring cloth steel pipe, realize it is separated, be easy to mark distinguish.The fusiformis pipe perforator gives full play to leading effect, reduces artificial
Poling labor intensity, improves efficiency, simple, quick, efficient.
Each technical characteristic of above-mentioned disclosure is not limited to disclosed and further feature combination, and those skilled in the art are also
Other combinations between each technical characteristic can be carried out according to the purpose of invention, are defined by the purpose for realizing the utility model.
Claims (9)
1. a kind of steel reinforcement cage fusiformis pipe perforator, for by slip casting around pile pipe, pile end grouting pipe, sound detecting pipe through having tie hoop
The steel reinforcement cage of structure, it is characterised in that including：Center steel pipe, ring cloth steel pipe, fusiformis framework of steel reinforcement and termination shrouding；
The length of the ring cloth steel pipe is less than the length of center steel pipe, and ring cloth steel pipe is fixed on the outer wall of center steel pipe；The shuttle
Shape framework of steel reinforcement is circular layout around center steel pipe and ring cloth steel pipe into radial；The termination shrouding is fixed on center steel pipe
One end；The end set of slip casting around pile pipe is in ring cloth steel pipe, in pile end grouting pipe and the centrally disposed steel pipe of sound detecting pipe.
2. steel reinforcement cage fusiformis pipe perforator according to claim 1, it is characterised in that the fusiformis framework of steel reinforcement is by multiple steel
Muscle is formed, and the reinforcing bar includes flat segments and is located at first bending segment and the second bending segment at flat segments both ends respectively, and first is curved
Trisection is connected with one end end wall of center steel pipe, and another end wall connection of the second bending segment reputation center steel pipe, multiple reinforcing bars are formed
Overall is in the framework of steel reinforcement of fusiformis.
3. steel reinforcement cage fusiformis pipe perforator according to claim 2, it is characterised in that the reinforcing bar is 6 millimeters of light circles of diameter
Reinforcing bar.
4. steel reinforcement cage fusiformis pipe perforator according to claim 2, it is characterised in that the length of the reinforcing bar flat segments is more than
The pitch of tie hoop.
5. steel reinforcement cage fusiformis pipe perforator according to claim 1, it is characterised in that the quantity of the ring cloth steel pipe is at least
Two, ring cloth steel pipe is evenly arranged in the outer wall of center steel pipe.
6. steel reinforcement cage fusiformis pipe perforator according to claim 5, it is characterised in that the quantity of the ring cloth steel pipe and stake side
The quantity of Grouting Pipe is identical.
7. steel reinforcement cage fusiformis pipe perforator according to claim 1, it is characterised in that the center steel pipe is the milli of diameter 100
Rice, the steel pipe of 3 millimeters of wall thickness.
8. steel reinforcement cage fusiformis pipe perforator according to claim 1, it is characterised in that the ring cloth steel pipe is the milli of diameter 48
3 millimeters of rice, wall thickness steel pipes, ring cloth steel pipe are welded and fixed with center steel pipe.
9. steel reinforcement cage fusiformis pipe perforator according to claim 1, it is characterised in that the termination shrouding is 2 millimeters of thickness
Steel plate, diameter are equal with center outer diameter of steel pipes.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720145574.7U CN206625214U (en) | 2017-02-17 | 2017-02-17 | A kind of steel reinforcement cage fusiformis pipe perforator |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720145574.7U CN206625214U (en) | 2017-02-17 | 2017-02-17 | A kind of steel reinforcement cage fusiformis pipe perforator |
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| CN206625214U true CN206625214U (en) | 2017-11-10 |
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| Application Number | Title | Priority Date | Filing Date |
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| CN201720145574.7U Active CN206625214U (en) | 2017-02-17 | 2017-02-17 | A kind of steel reinforcement cage fusiformis pipe perforator |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109797738A (en) * | 2019-01-30 | 2019-05-24 | 国网山东省电力公司建设公司 | A kind of pipe lining device for steel reinforcement cage |
-
2017
- 2017-02-17 CN CN201720145574.7U patent/CN206625214U/en active Active
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109797738A (en) * | 2019-01-30 | 2019-05-24 | 国网山东省电力公司建设公司 | A kind of pipe lining device for steel reinforcement cage |
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