CN206428700U - A kind of perpendicularity guider based on permanent support structure prefabricated tubular pile - Google Patents
A kind of perpendicularity guider based on permanent support structure prefabricated tubular pile Download PDFInfo
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- CN206428700U CN206428700U CN201720097207.4U CN201720097207U CN206428700U CN 206428700 U CN206428700 U CN 206428700U CN 201720097207 U CN201720097207 U CN 201720097207U CN 206428700 U CN206428700 U CN 206428700U
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- leading truck
- tubular pile
- prefabricated tubular
- track
- perpendicularity
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Abstract
The utility model discloses a kind of perpendicularity guider based on permanent support structure prefabricated tubular pile, the problem of it solves complicated to the guide frame of prefabricated tubular pile in the prior art, it is convenient to be oriented to, and its technical scheme is：A kind of perpendicularity guider based on permanent support structure prefabricated tubular pile, including at least one leading truck, leading truck is at the top of Guan Liang, and leading truck bottom is provided for the positioning hole that prefabricated tubular pile is passed through, and leading truck bottom lower surface sets track leading truck is moved relative to track；The both sides of the leading truck lower surface, which are respectively provided with a framework vertical with leading truck lower surface, framework, sets perforate, and framework is fixed by perforate with track fixed plate.
Description
Technical field
The utility model is related to prefabricated tubular pile, more particularly to a kind of perpendicularity based on permanent support structure prefabricated tubular pile
Guider.
Background technology
Existing tube pile construction is before Guan Liang construction, using traditional prefabricated pile guider, the device in work progress
It is to need the large-scale leading truck with mechanical bond, the utilization ratio of device is low, and guide function is not strong.In permanent supporting construction,
Prefabricated tubular pile is different from original support pile for less demanding into pile verticality and axis location, and it needs to do underground structure
Exterior wall, stability and positioning requirements are higher, therefore higher requirement is proposed to guider.
So the utility model is to be directed to permanent support structure, proposition it is a kind of based on permanent support structure prefabricated tubular pile
Perpendicularity guider.
Utility model content
In order to overcome the deficiencies in the prior art, the utility model provides a kind of based on permanent support structure prefabricated tubular pile
Perpendicularity guider, the guider is on the basis of Guan Liang installation, and positioning and guiding effect is played in the installation to prefabricated tubular pile,
Material is saved relative to traditional direction frame, simple in construction, guidance capability is strong.
The concrete scheme of the coring apparatus is as follows：
A kind of perpendicularity guider based on permanent support structure prefabricated tubular pile, including：
At least one leading truck, leading truck is at the top of the Guan Liang, and what leading truck bottom was provided for that prefabricated tubular pile passes through determines
Position hole, leading truck bottom lower surface sets track leading truck is moved relative to track.In the guider positioning hole with
Reserved through hole consistency from top to bottom in Guan Liang, after prefabricated tubular pile is fixed by positioning hole, reserved through hole through Guan Liang, by piling mechanism
Driven piles, it is more quick that traditional piling mode is compared in positioning, constructed more convenient, in addition, can be according to actual conditions simultaneously
Multiple leading trucks are set, operation simultaneously is carried out.
In a kind of embodiment of the utility model, the both sides of the leading truck lower surface are respectively provided with one and leading truck lower surface
Perforate is set on vertical framework, framework, and framework is fixed by perforate with track fixed plate, and track fixed plate can be vertically arranged,
Located at the both sides of Guan Liang.
The track is on the inside of the framework, and framework is moved with leading truck relative to track.
The two ends of the track are fastened respectively, it is to avoid the movement of track, only cause framework with leading truck relative to track
It is mobile, meanwhile, because framework and the fixation of track fixed plate, when to multiple prefabricated tubular piles construct simultaneously, also improve
The globality of whole leading truck, improves the accuracy of construction；In addition, in order to which the connection for further improving adjacent leading truck is reliable
Property, connecting rod can be set between adjacent leading truck, connecting rod two ends are attached with a framework respectively.
The perforate is provided with multiple rows of multiple row, and the fixation of the prefabricated tubular pile of different spacing so can be achieved.
The positioning hole is set in equilateral triangular shape, to strengthen guide effect；
Further, the width of leading truck bottom is more than the width of Guan Liang, and such track is located at the both sides of Guan Liang.
In the leading truck bottom, the week side of boss of positioning hole is provided with bolt hole, and leading truck is fixed by bolt hole with Guan Liang.
The frame shape of the leading truck rectangular shaped, frame shape bottom sets described positioning hole.
The positioning hole length of side is more than or equal to prefabricated tubular pile radiusTimes.
The utility model additionally provides Guan Liang of first being constructed in the construction method of foundation ditch permanent support structure, this method, then leads to
The setting of perpendicularity guider is crossed, the positioning to prefabricated tubular pile is realized, then prefabricated tubular pile is driven piles, for permanent support knot
Structure, the construction method is practical, facilitates the construction of permanent support structure.
Using the construction method of the foundation ditch permanent support structure of above-mentioned guider, comprise the following steps that：
1) positioning is poured remains for the through hole that prefabricated tubular pile is passed through in advance in Guan Liang, Guan Liang；
2) a kind of described perpendicularity guider based on permanent support structure prefabricated tubular pile is set in Guan Liang through hole,
Coordinated by the positioning hole and through hole of the perpendicularity guider, piling fixation is carried out to prefabricated tubular pile；
3) above-mentioned perpendicularity guider is removed, sealing of hole is carried out to the through hole of Guan Liang.
The step 2) in a kind of method to set up of the perpendicularity guider based on permanent support structure prefabricated tubular pile such as
Under：
Leading truck 2-1) is set in Guan Liang；
2-2) set track in leading truck bottom to cause leading truck removable relative to track；
2-3) mobile guide frame in orbit so that the positioning hole of leading truck and the through hole consistency from top to bottom of Guan Liang.
Or, in step 2-2) in, it is vertical with leading truck lower surface that the both sides of the leading truck lower surface are respectively provided with one
Perforate is set on framework, framework, and framework is fixed by perforate with track fixed plate, and track fixed plate can be vertically arranged, located at hat
The both sides of beam, the two ends of track are fastened respectively, it is to avoid the movement of track, only framework are moved with leading truck relative to track
It is dynamic.
Above-mentioned construction method, first sets Guan Liang to be that, for first payingoff construction Guan Liang, can thus make each prefabricated tubular pile
The centre point of stake position point-blank, using Guan Liang, along with leading truck two parts installed above carry out perpendicularity guiding,
To reduce level, upright position error of the prefabricated tubular pile as permanent support stake into wall, in addition, because simultaneously because make use of Guan Liang
Height, it is possible to reduce leading truck height.
Compared with prior art, the beneficial effects of the utility model are：
1) by the setting of track, it is easy to the movement to leading truck, realizes the movement of leading truck on same campshed.
2) by setting multiple leading trucks, constructed while can be achieved to multiple, speed of application is fast.
3) equilateral triangular shape is set to by being directed to frame positioning hole, enhances guide effect.
4) guider is simple in construction, is easy to dismounting.
5) first construction Guan Liang coordinates the setting of guider in the application again, saves material relative to traditional direction frame, applies
Work is convenient, and guidance capability is strong.
Brief description of the drawings
The Figure of description for constituting the part of the application is used for providing further understanding of the present application, and the application's shows
Meaning property embodiment and its illustrate be used for explain the application, do not constitute the improper restriction to the application.
Fig. 1 is structural representation of the present utility model；
Fig. 2 is the top view of the utility model guider；
Fig. 3 is the utility model framework side view；
Wherein 1. leading trucks, 2. Guan Liangs, 3. frameworks, 4. positioning holes, 5. bolts hole, 6. track fixed plates, 7. tracks, 8. open
Hole.
Embodiment
It is noted that described further below is all exemplary, it is intended to provide further instruction to the application.Unless another
Indicate, all technologies used herein and scientific terminology are with usual with the application person of an ordinary skill in the technical field
The identical meanings of understanding.
It should be noted that term used herein above is merely to describe embodiment, and be not intended to restricted root
According to the illustrative embodiments of the application.As used herein, unless the context clearly indicates otherwise, otherwise singulative
It is also intended to include plural form, additionally, it should be understood that, when in this manual using term "comprising" and/or " bag
Include " when, it indicates existing characteristics, step, operation, device, component and/or combinations thereof.
As background technology is introduced, the deficiency of stratum original state can not be kept present in prior art, in order to solve
As above technical problem, present applicant proposes a kind of perpendicularity guider based on permanent support structure prefabricated tubular pile and construction
Method.
It is prefabricated based on permanent support structure there is provided one kind as shown in Figure 1 in a kind of typical embodiment of the application
The perpendicularity guider of pile tube, the guider includes leading truck 1, in leading truck 1 located at the top of Guan Liang 2, the bottom of leading truck 1
The positioning hole that prefabricated tubular pile is passed through is provided for, the bottom lower surface of leading truck 1 sets track to cause leading truck 1 relative to track
It is mobile.Reserved through hole consistency from top to bottom in the guider in positioning hole 4 and Guan Liang 2, prefabricated tubular pile passes through positioning hole 4, reserved
After through hole is fixed through Guan Liang 2, by piling, mechanism is driven piles, and it is more quick that traditional piling mode is compared in positioning, is constructed more
For convenience, in addition, according to actual conditions multiple leading trucks 1 can be set simultaneously, operation simultaneously is carried out.
Operation while in order to realize to multiple prefabricated tubular piles, can be set multiple leading trucks 1, leading truck 1 is relative to track
Fixed, track can be fixed relative to Guan Liang 2 or track is fixed relative to ground.
In preferred embodiment of the present utility model, the both sides of the lower surface of leading truck 1 are respectively provided with one and leading truck 1
The vertical framework 3 in surface, framework 3 is vertical with the lower surface of leading truck 1, and perforate 8 is set on framework 3, and framework 3 passes through perforate 8 and rail
Road fixed plate 6 is fixed, and perforate 8 can align with the screwed hole set in track fixed plate 6, carries out framework 3 and track fixed plate
Connection；The perforate 8 is provided with multiple rows of multiple row, and the perforate spacing of adjacent row in position, passes through bolt in 100mm or so
Framework 3 and track are fixed through perforate 8, such leading truck is removable relative to track 7, different spacing so can be achieved
Prefabricated tubular pile guiding.
The track 7 is moved located at the inner side of framework 3, framework 3 with leading truck 1 relative to track, as shown in Figure 3；Or
Person, in another embodiment, track is directly arranged in the both sides of leading truck lower surface, by leading truck be directly realized by with track can
Dismounting is fixed.
The two ends of the track 7 and the two ends of track fixed plate 6 are fastened respectively, it is to avoid the movement of track 7, are only caused
Framework 3 is moved with leading truck 1 relative to track 7, and track 7 can be line slideway or arc-shaped guide rail.
Further, the width of the bottom of leading truck 1 is more than the width of Guan Liang 2, and such track is located at the both sides of Guan Liang 2, rail
Road lateral arrangement.
In order to strengthen the guide effect of positioning hole 4, the positioning hole 4 is set in equilateral triangular shape, as shown in Fig. 2
The length of side of positioning hole 4 is more than or equal to prefabricated tubular pile radiusTimes.
In order to realize the fixation of leading truck 1 and Guan Liang 2, bolt hole is provided with the week side of boss of the bottom positioning hole of leading truck 1
5, leading truck 1 is fixed by bolt hole 5 with Guan Liang 2, is realized to the detachable of leading truck 1.
The frame shape of the rectangular shaped of leading truck 1, frame shape bottom is provided with positioning hole 4.
Using the construction method of the foundation ditch permanent support structure of said apparatus, comprise the following steps that：
1) positioning is poured remains for the through hole that prefabricated tubular pile is passed through in advance in Guan Liang, Guan Liang；In this step, Guan Liang is as pre-
The positioning hole of the structure first poured, its reserved through hole and leading truck can influence stake position, it is necessary to be accurately positioned；
2) a kind of described perpendicularity guider based on permanent support structure prefabricated tubular pile is set in Guan Liang through hole,
Coordinated by the positioning hole and through hole of the perpendicularity guider, piling fixation is carried out to prefabricated tubular pile；
3) above-mentioned perpendicularity guider is removed, sealing of hole is carried out to the through hole of Guan Liang, sealing of hole, which pours to use, compares Guan Liang
The pea gravel concreten of the high grade of structure.
The step 2) in a kind of method to set up of the perpendicularity guider based on permanent support structure prefabricated tubular pile such as
Under：
Leading truck 2-1) is set in Guan Liang；
2-2) set track in leading truck bottom to cause leading truck removable relative to track；
2-3) mobile guide frame in orbit so that the positioning hole of leading truck and the through hole consistency from top to bottom of Guan Liang.
Or, in step 2-2) in, it is vertical with leading truck lower surface that the both sides of the leading truck lower surface are respectively provided with one
Perforate is set on framework, framework, and framework is fixed by perforate with track fixed plate, and track fixed plate can be vertically arranged, located at hat
The both sides of beam, the two ends of track are fastened respectively, it is to avoid the movement of track, only framework are moved with leading truck relative to track
It is dynamic.
The preferred embodiment of the application is the foregoing is only, the application is not limited to, for the skill of this area
For art personnel, the application can have various modifications and variations.It is all within spirit herein and principle, made any repair
Change, equivalent substitution, improvement etc., should be included within the protection domain of the application.
Claims (8)
1. a kind of perpendicularity guider based on permanent support structure prefabricated tubular pile, it is characterised in that including
At least one leading truck, leading truck is at the top of Guan Liang, and leading truck bottom is provided for the positioning hole that prefabricated tubular pile is passed through,
Leading truck bottom lower surface sets track leading truck is moved relative to track.
2. a kind of perpendicularity guider based on permanent support structure prefabricated tubular pile according to claim 1, its feature
It is, the both sides of the leading truck lower surface, which are respectively provided with a framework vertical with leading truck lower surface, framework, sets perforate, structure
Frame is fixed by perforate with track fixed plate.
3. a kind of perpendicularity guider based on permanent support structure prefabricated tubular pile according to claim 2, its feature
It is, the track is on the inside of the framework, and framework is moved with leading truck relative to track.
4. a kind of perpendicularity guider based on permanent support structure prefabricated tubular pile according to claim 2, its feature
It is, the perforate is provided with multiple rows of multiple row.
5. a kind of perpendicularity guider based on permanent support structure prefabricated tubular pile according to claim 1, its feature
It is, the positioning hole is set in equilateral triangular shape；
Further, the width of leading truck bottom is more than the width of Guan Liang, and such track is located at the both sides of Guan Liang.
6. a kind of perpendicularity guider based on permanent support structure prefabricated tubular pile according to claim 1, its feature
It is, in the leading truck bottom, the week side of boss of positioning hole is provided with bolt hole, leading truck is fixed by bolt hole with Guan Liang.
7. a kind of perpendicularity guider based on permanent support structure prefabricated tubular pile according to claim 1, its feature
It is, the frame shape of the leading truck rectangular shaped.
8. a kind of perpendicularity guider based on permanent support structure prefabricated tubular pile according to claim 5, its feature
It is, the positioning hole length of side is more than or equal to prefabricated tubular pile radiusTimes.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720097207.4U CN206428700U (en) | 2017-01-25 | 2017-01-25 | A kind of perpendicularity guider based on permanent support structure prefabricated tubular pile |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720097207.4U CN206428700U (en) | 2017-01-25 | 2017-01-25 | A kind of perpendicularity guider based on permanent support structure prefabricated tubular pile |
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| Publication Number | Publication Date |
|---|---|
| CN206428700U true CN206428700U (en) | 2017-08-22 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201720097207.4U Expired - Fee Related CN206428700U (en) | 2017-01-25 | 2017-01-25 | A kind of perpendicularity guider based on permanent support structure prefabricated tubular pile |
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| Country | Link |
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| CN (1) | CN206428700U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106759351A (en) * | 2017-01-25 | 2017-05-31 | 山东大学 | A kind of perpendicularity guider and method based on permanent support structure prefabricated tubular pile |
-
2017
- 2017-01-25 CN CN201720097207.4U patent/CN206428700U/en not_active Expired - Fee Related
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106759351A (en) * | 2017-01-25 | 2017-05-31 | 山东大学 | A kind of perpendicularity guider and method based on permanent support structure prefabricated tubular pile |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20170822 Termination date: 20190125 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |