CN206607582U - Steel reinforcement cage poling guider - Google Patents
Steel reinforcement cage poling guider Download PDFInfo
- Publication number
- CN206607582U CN206607582U CN201720374096.7U CN201720374096U CN206607582U CN 206607582 U CN206607582 U CN 206607582U CN 201720374096 U CN201720374096 U CN 201720374096U CN 206607582 U CN206607582 U CN 206607582U
- Authority
- CN
- China
- Prior art keywords
- reinforcement cage
- steel reinforcement
- midfoot support
- support cylinder
- pipe
- 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.)
- Expired - Fee Related
Links
- 229910000831 Steel Inorganic materials 0.000 title claims abstract description 79
- 239000010959 steel Substances 0.000 title claims abstract description 79
- 230000002787 reinforcement Effects 0.000 title claims abstract description 65
- 239000002184 metal Substances 0.000 claims abstract description 28
- 229910052751 metal Inorganic materials 0.000 claims abstract description 28
- 210000000452 mid-foot Anatomy 0.000 claims description 56
- 230000000149 penetrating effect Effects 0.000 claims description 30
- 230000003014 reinforcing effect Effects 0.000 claims description 7
- 238000007789 sealing Methods 0.000 claims description 4
- 239000000203 mixture Substances 0.000 claims description 3
- ATJFFYVFTNAWJD-UHFFFAOYSA-N Tin Chemical compound [Sn] ATJFFYVFTNAWJD-UHFFFAOYSA-N 0.000 claims description 2
- 238000010276 construction Methods 0.000 abstract description 10
- 238000000034 method Methods 0.000 abstract description 7
- 230000001737 promoting effect Effects 0.000 abstract 1
- 238000010586 diagram Methods 0.000 description 3
- 230000035515 penetration Effects 0.000 description 3
- 230000000694 effects Effects 0.000 description 2
- 210000003205 muscle Anatomy 0.000 description 2
- 230000008569 process Effects 0.000 description 2
- 230000009286 beneficial effect Effects 0.000 description 1
- 230000008901 benefit Effects 0.000 description 1
- 210000000988 bone and bone Anatomy 0.000 description 1
- 230000006835 compression Effects 0.000 description 1
- 238000007906 compression Methods 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- PCHJSUWPFVWCPO-UHFFFAOYSA-N gold Chemical compound [Au] PCHJSUWPFVWCPO-UHFFFAOYSA-N 0.000 description 1
- 239000010931 gold Substances 0.000 description 1
- 229910052737 gold Inorganic materials 0.000 description 1
- 239000003550 marker Substances 0.000 description 1
- 239000000463 material Substances 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 230000009467 reduction Effects 0.000 description 1
- 238000007569 slipcasting Methods 0.000 description 1
- 238000006467 substitution reaction Methods 0.000 description 1
- 238000009827 uniform distribution Methods 0.000 description 1
- 238000004804 winding Methods 0.000 description 1
Landscapes
- Piles And Underground Anchors (AREA)
Abstract
The utility model discloses a steel reinforcement cage poling director, director are used for passing the steel reinforcement cage that has spiral stirrup structure with the tubular metal resonator, and it includes: the middle supporting cylinder, the external framework, the connecting sleeve and the end plugging device; the length of the middle supporting cylinder is greater than the thread pitch of the spiral stirrup; the outer framework comprises more than three arc-shaped ribs with the same structure, one end of each arc-shaped rib is fixedly connected with one end of the middle supporting cylinder, the other end of each arc-shaped rib is fixedly connected with the other end of the middle supporting cylinder, the arc-shaped ribs are arranged at equal intervals in an annular mode, and the distance from the highest point of each arc-shaped rib to the outer wall of the middle supporting cylinder is larger than the outer diameter of the middle supporting cylinder; the connecting sleeve is fixed at one end of the middle supporting cylinder, and the end plugging device is fixed at the other end of the middle supporting cylinder. The utility model discloses steel reinforcement cage poling director and poling method only alone can accomplish the construction, have both saved the manual work, have improved work efficiency again, all have the meaning of promoting in pile foundation steel reinforcement cage poling construction and other similar works.
Description
Technical field
The utility model belongs to steel reinforcement cage drawing-in tool and pipe penetration method technical field, and more particularly to a kind of steel reinforcement cage is worn
Pipe guiding device, and the steel reinforcement cage pipe penetration method realized using the steel reinforcement cage pipe penetrating guider.
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 is uniform
Distribution, ring-shaped stirrup is around skeleton uniform winding, 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 certain
Horizontal force.
When carrying out armored concrete pile driving construction, arranging needs after steel reinforcement cage by slip casting around pile pipe, pile end grouting pipe, sound
Test tube passes through steel reinforcement cage.Current steel reinforcement cage poling construction is general by manually directly operating, because steel reinforcement cage has tie hoop knot
Structure, so this traditional method is easily by tie hoop limitations affect, easy interim card during poling needs manually the repeatedly position of adjustment pipe
Put, it is long that poling expends man-hour.Also, it is only capable of wearing 1 tubing every time during poling, it is impossible to many parallel polings of tubing, efficiency of construction
It is low.
Utility model content
The purpose of this utility model is to provide a kind of steel reinforcement cage pipe penetrating guider, and steel reinforcement cage needs are penetrated to solve metal tube
Personnel are more, constructional difficulties, the problem of inefficiency.
To achieve these goals, the utility model provides a kind of steel reinforcement cage pipe penetrating guider, and the guiding device is used for will
Metal tube passes through the steel reinforcement cage with tie hoop structure, and it includes:Midfoot support cylinder, external skeletal, branch sleeve and termination
Plugging device;
The length of the midfoot support cylinder is more than the pitch of tie hoop;The external skeletal includes more than three structure phases
Same arched ribs, one end of arched ribs is fixedly connected with one end of midfoot support cylinder, the other end and the midfoot support cylinder of arched ribs
The other end be fixedly connected, arched ribs spaced set in an annular manner, arched ribs peak to midfoot support drum outer wall away from
From more than midfoot support cylinder external diameter;The branch sleeve is fixed on one end of midfoot support cylinder, and the faces end head plugging device is fixed
In the other end of midfoot support cylinder.
The utility model steel reinforcement cage pipe penetrating guider as described above, further, the metal tube are madjack pipe or sounding
Pipe;The midfoot support cylinder is thin-wall steel tube, and the length of thin-wall steel tube is 30cm~60cm.
The utility model steel reinforcement cage pipe penetrating guider as described above, further, the internal diameter of the midfoot support cylinder are more than
Equal to the external diameter of the metal tube.
The utility model steel reinforcement cage pipe penetrating guider as described above, further, the arched ribs of composition external skeletal are Φ 8
Reinforcing bar.
The utility model steel reinforcement cage pipe penetrating guider as described above, further, the branch sleeve is more than for diameter etc.
In the steel pipe of midfoot support cylinder, the steel pipe is welded to connect with midfoot support cylinder;Or the branch sleeve be diameter be more than etc.
In the thread finish branch sleeve or extruding branch sleeve of midfoot support cylinder.
The utility model steel reinforcement cage pipe penetrating guider as described above, further, the faces end head plugging device seal to be circular
Closure plate, the diameter of plugging plate is more than the internal diameter of midfoot support cylinder and less than or equal to the external diameter of midfoot support cylinder;Or faces end head plugging
Device is closure conical sealing plug.
The utility model steel reinforcement cage pipe penetrating guider as described above, further, the steel reinforcement cage include tie hoop and
Stirrup connecting rod, the stirrup connecting rod is equidistantly welded in tie hoop according to the direction axially in parallel with tie hoop
Survey, adjacent stirrup connecting rod, adjacent spiral surround the hole of steel reinforcement cage;The size of external skeletal is more than described hole chi
It is very little.
The beneficial effects of the utility model are:
When the utility model steel reinforcement cage pipe penetrating guider is used, midfoot support cylinder ensures during poling in advance side
Steel reinforcement cage will not be caught in by booting up device itself.External skeletal makes the exterior contour of guiding device be streamlined, reduction poling process
The resistance of reinforcing cage stirrup, prevents from being caught in steel reinforcement cage.Utilize the utility model steel reinforcement cage pipe penetrating guider and pipe penetration method only one
People can complete construction, both saved manually, operating efficiency is improved again, in pile foundation steel bar cage poling construction work similar with other
There is dissemination in work.
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
Become more apparent upon and be easier to understand, these accompanying drawings are schematical, are not intended to limit the utility model, wherein:
Fig. 1 is a kind of side view of the steel reinforcement cage pipe penetrating guider of embodiment of the utility model;
Fig. 2 is a kind of front view of the steel reinforcement cage pipe penetrating guider of embodiment of the utility model;
Fig. 3 is a kind of steel reinforcement cage pipe penetrating guider use state schematic diagram of embodiment of the utility model;
Fig. 4 is the steel reinforcement cage pipe penetrating guider use state schematic diagram of another embodiment of the utility model.
In accompanying drawing, the list of parts representated by each label is as follows:
1st, midfoot support cylinder, 2, external skeletal, 3, branch sleeve, 4, faces end head plugging device, 5, madjack pipe, 6, sound detecting pipe,
31st, fixing end, 32, virtual connection end.
Embodiment
Hereinafter, the embodiment of steel reinforcement cage pipe penetrating guider 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 utility model scope
System.Except the implementation exception recorded herein, those skilled in the art can also be public based on the application claims and specification institute
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.The structure of each part for the ease of clearly showing the utility model embodiment is note that, respectively
Do not drawn between accompanying drawing according to identical ratio.Identical reference marker is used to represent identical part.
Fig. 1 and Fig. 2 show a kind of steel reinforcement cage pipe penetrating guider of embodiment of the utility model, and guiding device is used for metal tube
Through the steel reinforcement cage with tie hoop structure, it includes:Midfoot support cylinder 1, external skeletal 2, branch sleeve 3 and faces end head plugging
Device 4;
The length of midfoot support cylinder 1 is more than the pitch of tie hoop;External skeletal 2 includes more than three structure identical arcs
Shape muscle, one end of arched ribs is fixedly connected with one end of midfoot support cylinder 1, and the other ends of arched ribs is another with midfoot support tin 1
One end is fixedly connected, arched ribs spaced set in an annular manner, and the distance of arched ribs peak to midfoot support 1 outer wall of cylinder is big
In midfoot support 1 external diameter of cylinder, guiding device is facilitated more preferably to slide;Branch sleeve 3 is fixed on one end of midfoot support cylinder 1, termination envelope
Block apparatus 4 is fixed on the other end of midfoot support cylinder 1.
In the utility model above-described embodiment, first of midfoot support cylinder acts on the length ruler for being to determine guiding device
It is very little, it is ensured that to be more than the pitch of tie hoop on guiding device length direction, to ensure in a forward direction to draw during poling
Steel reinforcement cage will not be caught in by leading device itself.Another of midfoot support cylinder, which functions as inner skeleton, to be used to install outside bone
Frame.It is fixedly connected on using arched ribs on midfoot support cylinder, forms the external skeletal of caged, the effect of external skeletal is to make guiding
The exterior contour of device is streamlined, reduces the resistance of poling process reinforcing cage stirrup, prevents from being caught in steel reinforcement cage.The work of branch sleeve
With being that the poling for carrying out the larger metal tube of external diameter is constructed, when metal tube external diameter is more than midfoot support cylinder, metal tube can not be inserted
Midfoot support cylinder, borrows the connection that branch sleeve realizes metal tube and midfoot support cylinder, can increase the use scope of guiding device.
In a kind of preferred embodiment of steel reinforcement cage pipe penetrating guider, metal tube is madjack pipe 5 or sound detecting pipe 6;Middle part branch
Support cylinder 1 is thin-wall steel tube, and the length of thin-wall steel tube is 30cm~60cm.The internal diameter of midfoot support cylinder 1 is more than or equal to metal tube
External diameter.Because the internal diameter of sound detecting pipe is more than the external diameter of madjack pipe, and the materials of sound detecting pipe are also more facilitated, therefore, metal tube
From sound detecting pipe 6;The effect of branch sleeve in the present embodiment is the poling construction for carrying out sound detecting pipe, during sound detecting pipe external diameter is more than
During portion's support tube internal diameter, sound detecting pipe can not insert midfoot support cylinder, borrow branch sleeve and realize sound detecting pipe and midfoot support cylinder
Connection, increases the use scope of guiding device.
In a kind of preferred embodiment of steel reinforcement cage pipe penetrating guider, the arched ribs of composition external skeletal 2 are Φ 6~10
(It is preferred that external diameter 8mm)Reinforcing bar.Branch sleeve 3 is the steel pipe that diameter is more than or equal to midfoot support cylinder 1, steel pipe and midfoot support cylinder 1
It is welded to connect;Or branch sleeve 3 is thread finish branch sleeve 3 or the extruding connection that diameter is more than or equal to midfoot support cylinder 1
Sleeve 3.Faces end head plugging device 4 is circular plugging plate, during the diameter of plugging plate is more than the internal diameter of midfoot support cylinder 1 and is less than or equal to
The external diameter of portion's support tube 1;Or faces end head plugging device 4 is closure conical sealing plug, the use of conical sealing plug can be further
Reduce the steel reinforcement cage resistance run into during poling, it is to avoid the generation of interim card problem, make poling more smooth.
In a kind of preferred embodiment of steel reinforcement cage pipe penetrating guider, steel reinforcement cage includes tie hoop and stirrup connecting rod,
Stirrup connecting rod connects according to the interior survey that tie hoop is equidistantly welded on the axially in parallel direction of tie hoop, adjacent stirrup
Extension bar, adjacent spiral surround the hole of steel reinforcement cage;The size of external skeletal 2 is more than bore hole size, such as shown in Fig. 2 outer
Portion's skeleton includes six arched ribs, and 60 degree of arched ribs interval even angle is arranged, and position is relative between any two for arched ribs, two phases
It is more than the maximum length size of hole to the distance between arched ribs peak, prevents that guiding device is caught in hole during poling
Hole.
Construction is carried out using a kind of steel reinforcement cage pipe penetrating guider of above-mentioned embodiment to comprise the following steps:The external diameter of metal tube
Less than the internal diameter of midfoot support cylinder 1, as shown in figure 3, metal tube directly to be inserted to the midfoot support cylinder 1 of guiding device, make metal tube
Head forms arc guiding section;Directly pushing away metal tube at rear by a people can make metal tube cross steel reinforcement cage transverse steel, directly
The precalculated position of steel reinforcement cage is reached to metal head pipe.
Construction is carried out using the steel reinforcement cage pipe penetrating guider of above-mentioned another embodiment to comprise the following steps:Metal tube is sound
Test tube, the external diameter of metal tube is equal to the internal diameter of midfoot support cylinder 1, as shown in figure 4, using branch sleeve 3 by the middle part of guiding device
Support tube 1 is connected with metal tube, and branch sleeve 3 is fixedly connected to form fixing end 31, branch sleeve 3 and gold with midfoot support cylinder 1
The connection of category pipe screw thread or extruding connection form virtual connection end 32, and directly pushing away metal tube at rear by a people can make metal tube cross steel
Muscle cage transverse steel, until metal head pipe reaches the precalculated position of steel reinforcement cage.
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 utility model, are defined by the purpose for realizing the utility model.
Claims (7)
1. a kind of steel reinforcement cage pipe penetrating guider, the guiding device is used to metal tube passing through the reinforcing bar with tie hoop structure
Cage, it is characterised in that including:Midfoot support cylinder, external skeletal, branch sleeve and faces end head plugging device;
The length of the midfoot support cylinder is more than the pitch of tie hoop;The external skeletal includes more than three structure identicals
Arched ribs, one end of arched ribs is fixedly connected with one end of midfoot support cylinder, and the other ends of arched ribs is another with midfoot support tin
One end is fixedly connected, and arched ribs spaced set in an annular manner, the distance of arched ribs peak to midfoot support drum outer wall is big
In midfoot support cylinder external diameter;The branch sleeve is fixed on one end of midfoot support cylinder, during the faces end head plugging device is fixed on
The other end of portion's support tube.
2. steel reinforcement cage pipe penetrating guider according to claim 1, it is characterised in that the metal tube is madjack pipe or sounding
Pipe;The midfoot support cylinder is thin-wall steel tube, and the length of thin-wall steel tube is 30cm~60cm.
3. steel reinforcement cage pipe penetrating guider according to claim 1, it is characterised in that the internal diameter of the midfoot support cylinder is more than
Equal to the external diameter of the metal tube.
4. steel reinforcement cage pipe penetrating guider according to claim 1, it is characterised in that the arched ribs of composition external skeletal are Φ
8 reinforcing bars.
5. steel reinforcement cage pipe penetrating guider according to claim 1, it is characterised in that the branch sleeve is that diameter is more than etc.
In the steel pipe of midfoot support cylinder, the steel pipe is welded to connect with midfoot support cylinder;Or the branch sleeve be diameter be more than etc.
In the thread finish branch sleeve or extruding branch sleeve of midfoot support cylinder.
6. steel reinforcement cage pipe penetrating guider according to claim 1, it is characterised in that the faces end head plugging device seals to be circular
Closure plate, the diameter of plugging plate is more than the internal diameter of midfoot support cylinder and less than or equal to the external diameter of midfoot support cylinder;Or faces end head plugging
Device is closure conical sealing plug.
7. steel reinforcement cage pipe penetrating guider according to claim 1, it is characterised in that the steel reinforcement cage include tie hoop and
Stirrup connecting rod, the stirrup connecting rod is equidistantly welded in tie hoop according to the direction axially in parallel with tie hoop
Survey, adjacent stirrup connecting rod, adjacent spiral surround the hole of steel reinforcement cage;The size of external skeletal is more than described hole chi
It is very little.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
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CN201720374096.7U CN206607582U (en) | 2017-04-11 | 2017-04-11 | Steel reinforcement cage poling guider |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
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CN201720374096.7U CN206607582U (en) | 2017-04-11 | 2017-04-11 | Steel reinforcement cage poling guider |
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Publication Number | Publication Date |
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CN206607582U true CN206607582U (en) | 2017-11-03 |
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ID=60167162
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CN201720374096.7U Expired - Fee Related CN206607582U (en) | 2017-04-11 | 2017-04-11 | Steel reinforcement cage poling guider |
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Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN106948339A (en) * | 2017-04-11 | 2017-07-14 | 中国建筑土木建设有限公司 | Steel reinforcement cage pipe penetrating guider and steel reinforcement cage pipe penetrating method |
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2017
- 2017-04-11 CN CN201720374096.7U patent/CN206607582U/en not_active Expired - Fee Related
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN106948339A (en) * | 2017-04-11 | 2017-07-14 | 中国建筑土木建设有限公司 | Steel reinforcement cage pipe penetrating guider and steel reinforcement cage pipe penetrating method |
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Legal Events
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GR01 | Patent grant | ||
GR01 | Patent grant | ||
CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20171103 |
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CF01 | Termination of patent right due to non-payment of annual fee |