CN206646509U - A kind of storage compartment rack device of suitable large aperture foundation first set back cover perfusion - Google Patents
A kind of storage compartment rack device of suitable large aperture foundation first set back cover perfusion Download PDFInfo
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- CN206646509U CN206646509U CN201720363307.7U CN201720363307U CN206646509U CN 206646509 U CN206646509 U CN 206646509U CN 201720363307 U CN201720363307 U CN 201720363307U CN 206646509 U CN206646509 U CN 206646509U
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- steel
- chute
- hopper
- chute body
- perfusion
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Abstract
The utility model provides a kind of storage compartment rack device of suitable large aperture foundation first set back cover perfusion, including base distribution beam, Crossing brace weldering support in base distribution beam, ladder hopper on Crossing brace weldering support, the receiving hopper above platform is hung and irrigated located at steel reinforcement cage, and the rotation chute of UNICOM's ladder hopper and receiving hopper and extension chute, the chute body for rotating chute and including being obliquely installed, the elevating mechanism and telescoping mechanism being hinged with chute body, the top of chute body connects with ladder hopper, bottom is connected by extending chute with receiving hopper, the elevating mechanism is used to drive one end of chute body to move up and down, simultaneous retractable mechanism can drive the other end of chute body flexible to realize the upper and lower and left-right rotation of chute body.The utility model can ensure that security is higher during the perfusion of first embedding bottom, manual operation and observation relatively convenient, beneficial to control.
Description
Technical field
Pile foundation construction field is the utility model is related to, specifically a kind of storage of suitable large aperture foundation first set back cover perfusion
Ladder device.
Background technology
With the Large scale construction of Urban Bridge road, pile foundation construction machinery is constantly brought forth new ideas, the building pile foundation of major diameter
Basis is more and more common.General cast-in-situ bored pile first set work progress is mainly：By machine drilling means in foundation soil shape
Into after stake holes, required to calculate first set bottom concrete side amount according to design stake footpath and buried depth, perfusion first set is measured according to the calculating side
Concrete.Wherein, during above-mentioned preparation first set back cover pouring construction, existing way is using processing one or more
Individual hopper deposit blowing perfusion.
At present, in pile foundation perfusion, the continuity of first set back cover directly affects the success or failure of pile foundation, therefore, to assure that first filling side's amount
Once deposit is enough, just can guarantee that the stabilization and safety of pile foundation subsequent construction.Many large-diameter pile foundation engineering constructions now
In, for first filling side's amount problem, perfusion is typically positioned over according to one big hopper for meeting that first embedding bottom side is measured of calculating processing and led
Guan Shang, or using one big hopper be positioned over irrigate conduit on, prepare again in addition one big hopper hung with crane fill it is mixed
Hang after solidifying soil and be irrigated above perfusion conduit elevating hopper again.Because large diameter pile foundation pile footpath drilling technique is more and more first
To enter, stake footpath is increasing, and side's amount of first embedding base concrete is increasing, either single hopper height is too high, or area mistake
Greatly, cause material loading platform too high or excessive；And the measure of two or more relay hoppers using crane, it is necessary to sling a dress
The hopper of full concrete is hanging, it is easy to cause hanging hopper pull out line not in time, hopper rock, be unfavorable for observing hanging hopper and unload
Material situation, while the potential safety hazard of steel wire rope unstability be present.
The content of the invention
For deficiencies of the prior art, the utility model provides the suitable operation of a kind of stabilization and comparatively safe
The perfusion of suitable large aperture foundation first set back cover storage compartment rack device, ensure that security is higher during the perfusion of first embedding bottom, people
Work operates and observed relatively convenient, beneficial to control.
A kind of storage compartment rack device of suitable large aperture foundation first set back cover perfusion, including base distribution beam, located at base
Crossing brace weldering support in distribution beam, the ladder hopper on Crossing brace weldering support, platform is hung and irrigated located at steel reinforcement cage
The receiving hopper and UNICOM's ladder hopper of top and the rotation chute of receiving hopper and extension chute, the rotation chute include inclining
The chute body tiltedly set, the elevating mechanism and telescoping mechanism that are hinged with chute body, top and the ladder hopper of chute body
Connection, bottom are connected by extending chute with receiving hopper, and the elevating mechanism is used to drive one end of chute body to make to transport up and down
Dynamic, simultaneous retractable mechanism can drive the other end of chute body flexible to realize the upper and lower and left-right rotation of chute body.
Further, the base distribution beam is formed by Two bors d's oeuveres I40 I-steel affixation plate welds, interior to add to support fixation.
Further, the Crossing brace weldering support includes column and the bridging being installed on column.
Further, the side of Crossing brace weldering support is provided with reserved cat ladder on operating platform, with column and forms complete people
Work access platform, policer operation when for manually maintenance and constructing.
Further, the ladder hopper is provided with concrete pump line, for concrete to be pumped into ladder hopper.
Further, the ladder hopper is provided with form vibrator.
Further, the bottom of the elevating mechanism and Crossing brace weldering support are connected, top by articulated structure with
Chute body is hinged, and one end of telescoping mechanism and the bottom of elevating mechanism are hinged, and the other end passes through articulated structure and elevating mechanism
Be hinged, chute body connects into a triangle with elevating mechanism and telescoping mechanism.
Further, the elevating mechanism includes steel latch rotary shaft and steel sleeve, and steel latch rotary axle box is located at steel bushing
It is connected with the inner thread of steel sleeve in pipe, can realize that drive steel sleeve moves up and down by rotating steel latch rotary shaft, steel
The top of sleeve pipe is connected with chute body, and then drives chute body to move up and down.
Further, the telescoping mechanism includes steel sleeve and the steel latch with the flexible connection of steel sleeve, steel sleeve
One end is hinged with chute body, and one end and the elevating mechanism bottom of steel latch are hinged, and the other end of steel latch is flexible to be located at steel bushing
In pipe.
Further, receiving hopper bottom connects with perfusion conduit, is provided with steel pile casting after the drilling of bottom drilling platform, perfusion is led
Pipe is placed in steel pile casting.
The utility model provides a kind of stabilization and supports, is easy to artificial observation, the hopper rack device of control, and the device can
Effective storage concrete material, while the structure processing and fabricating of the device and very easy to use, both facilitate execute-in-place, again
Construction speed is improved, while also assures that production safety.
Brief description of the drawings
Fig. 1 is the one of embodiment of storage compartment rack device that the utility model is adapted to the perfusion of large aperture foundation first set back cover
Structural representation；
Fig. 2 is the structural representation that chute is rotated in the utility model.
In figure：1-base distribution beam, 2-Crossing brace weldering support, 21-column, 22-Crossing brace, 3-chute is rotated,
4-extension chute, 5-form vibrator, 6-operating platform, 7-ladder hopper, 8-concrete pump line, 9-receiving hopper, 10-
Steel reinforcement cage is hung and perfusion platform, 11-bottom drilling platform, 12-steel pile casting, 13-perfusion conduit, 14-Flow-rate adjustment are opened
Close, 31-chute body, 32-elevating mechanism, 33-telescoping mechanism, 331-steel latch, 332-steel sleeve, 321-steel latch
Rotary shaft, 322-steel sleeve, 323-steel sleeve.
Embodiment
Below in conjunction with the accompanying drawing in the utility model, the technical scheme in the utility model is carried out clearly and completely
Description.
Referring to Fig. 1, the utility model be adapted to the perfusion of large aperture foundation first set back cover storage compartment rack device one of them
Embodiment is put down including base distribution beam 1, Crossing brace weldering support 2, rotation chute 3, extension chute 4, form vibrator 5, operation
Platform 6, ladder hopper 7, concrete pump line 8, receiving hopper 9.
Described base distribution beam 1 by Two bors d's oeuveres I40 I-steel affixations plate weld together, it is interior plus to support fix, play
The stable effect kept flat, ballast effect is functioned simultaneously as, ensures that center of gravity consolidates, so that it is guaranteed that the fastness of whole ladder.
Described Crossing brace weldering support 2 is located at base distribution beam 1, including column 21 and the bridging that is installed on column 21
22, the Crossing brace weldering support 2 is welded into bridging 22 on column 21 with two P5 specification channel-section steels, and crosspoint increase batten plate adds
Gu.[20a Two bors d's oeuveres welds, and column 21 adds batten plate of putting more energy into together per 50cm, is fixedly connected together with bridging 22 for the use of column 21 2
It is combined into mounting system.
Receiving hopper 9 is placed in steel reinforcement cage hanging and the top of perfusion platform 10, its bottom connect with perfusion conduit 13, bottom drilling
Platform 11 is provided with steel pile casting 12 after drilling, perfusion conduit 13 is placed in steel pile casting 12.
The top of Crossing brace weldering support 2 is provided with ladder hopper 7, and the side of Crossing brace weldering support 2 is provided with operating platform 6, institute
The operating platform 6 stated with channel steel support and being processed on manual working platform, with column 21 reserve cat ladder formed it is complete artificial
Access platform, policer operation when convenient artificial maintenance and construction, it is often more important that ensure that safety in work progress, quality people
Work effectively controls.Concrete pump line 8 is additionally provided with ladder hopper 7, for concrete to be pumped into ladder hopper 7.
Further referring to Fig. 2, chute body 31 and the bottom of chute body 31 for rotating chute 3 and including being obliquely installed
Portion be hinged elevating mechanism 32 and telescoping mechanism 33, bottom and the Crossing brace weldering support 2 of the elevating mechanism 32 are connected, pushed up
Portion is be hinged by articulated structure (such as capstan winch with turn hole) and chute body 31, one end of telescoping mechanism 33 and elevating mechanism
32 bottom is hinged, and the other end is be hinged by articulated structure (such as capstan winch with turn hole) and elevating mechanism 32, chute body 31
A triangle is surrounded with elevating mechanism 32 and telescoping mechanism 33.The top of chute body 31 connects with ladder hopper 7, chute sheet
Flow control valve 14 is provided with the company of top connection ladder hopper 7 of body 31, the speed of discharging can be adjusted flexibly, it is easier to
Control the accurate of discharging.
The elevating mechanism 32 includes steel latch rotary shaft 321 and steel sleeve 322, and steel latch rotary shaft 321 is set in steel
It is connected with the inner thread of steel sleeve 322 in sleeve pipe 322, and drive steel sleeve can be realized by rotating steel latch rotary shaft 321
322 are moved up and down, and the top of steel sleeve 322 is connected with chute body 31, and then drive chute body 31 to move up and down.
The telescoping mechanism 33 includes steel sleeve 332 and the steel latch 331 with the flexible connection of steel sleeve 332, steel sleeve
332 one end is be hinged with chute body 31, and one end and the bottom of elevating mechanism 32 of steel latch 331 are hinged, steel latch 331 it is another
End is flexible in steel sleeve 332.
Described rotation chute 3 by steel plate be processed into can with the wheel shaft structure of left-right rotation (i.e. elevating mechanism 32, rotatably
It is flexible), while be equipped with can be with the telescoping mechanism 33 (can pull and push activity) of telescopic adjustment length, as the blanking of ladder hopper 7 for combination
Chute, and can left and right adjustment direction, preferably coordinate discharging regulation.Pass through the cooperation of elevating mechanism 32 and telescoping mechanism 33
And then realize the upper and lower and left-right rotation of chute body 31.
Described extension chute 4 welds or is processed into flute profile according to accompanying drawing shape steel plate, and its upper end is with rotating chute 3
The bottom of chute body 31 is hinged, and lower end is located at the material mouth of receiving hopper 9.Extension chute 4 can be according to being actually needed random tune
Whole length, as the transition passage being dumped into stake, the random modulability of length is easy to the perfusion limitation for being adapted to various distances, right
The adaptation in space is more flexible.
Described form vibrator 5 is fixed on the outer wall of ladder hopper 7, can at any time adjust and shake in hopper discharge process
It is dynamic, ensure the performance of concrete, can preferably ensure the mass property in concrete storage and blanking process.
Operation principle of the present utility model is as follows：
1st, charging is pumped into ladder hopper 7 using concrete pump by concrete pump line 8；
2nd, the side's amount for being pumped into concrete and the inspection of quality are manually monitored by operating platform 6；
3rd, after the charging of ladder hopper 7 meets design requirement head filling amounts, adjusted by elevating mechanism 32 and telescoping mechanism 33
Rotate the chute body 31 of chute 3 and extend direction and the height of chute 4, chute is entered the perfusion top receiving hopper 9 of conduit 13
In；
4th, by rotating the top manual control flow control valve 14 of chute 3, open logical between ladder hopper 7 and chute
Road, concrete is entered by chute in pile foundation receiving hopper 9, and then ensure to continuously enter in perfusion conduit 13.
Compared with existing routine operation technology, the utility model at least has the advantages that：Two bors d's oeuveres I steel composite
Into base distribution beam 1, the size weight of I-steel can be adjusted according to the flexible in size of hopper, while also serve as ballast effect, just
Adjusted in combination, applicability is more flexible；Rotate chute 3 and extend the combination of chute 3, facilitate the adjustment in oblique pull direction, also may be used
Extend the length distance of chute with random regulation, have more applicability for the region of space limitation, reduce to feeding of constructing
The size requirements of platform；What the ladder avoided the crane hanging hanging discharging of hopper is not easy handling, more firm, convenient operation
Monitor, add safely controllable property.The storage compartment rack device is not only convenient and swift, can Reusability, it is easy to manually control, protect
Demonstrate,prove construction quality, but also with simple in construction, easy to use, can be non-according to the advantages of actual flexible modulation, while also
Normal safety and firmness, it is especially suitable for using during the first filling of large aperture foundation.
It is described above, only specific embodiment of the present utility model, but the scope of protection of the utility model is not limited to
It is any to belong to those skilled in the art in the technical scope that the utility model discloses in this, the change that can be readily occurred in
Change or replace, should all cover within the scope of protection of the utility model.Therefore, the scope of protection of the utility model should be with power
The protection domain that profit requires is defined.
Claims (10)
- A kind of 1. storage compartment rack device of suitable large aperture foundation first set back cover perfusion, it is characterised in that：Including base distribution beam (1), the Crossing brace weldering support (2) in base distribution beam (1), the ladder hopper (7) in Crossing brace weldering support (2), Receiving hopper (9) above platform (10) and UNICOM's ladder hopper (7) and receiving hopper (9) are hung and irrigated located at steel reinforcement cage Rotate chute (3) and extension chute (4), the chute body (31) and chute body for rotating chute (3) and including being obliquely installed (31) be hinged elevating mechanism (32) and telescoping mechanism (33), the top of chute body (31) connect with ladder hopper (7), bottom Connected by extending chute (4) with receiving hopper (9), the elevating mechanism (32) is used to drive one end of chute body (31) to make Lower motion, simultaneous retractable mechanism (33) can drive the other end of chute body (31) flexible to realize the upper and lower of chute body (31) And left-right rotation.
- 2. the storage compartment rack device of suitable large aperture foundation first set back cover perfusion as claimed in claim 1, it is characterised in that：Institute Base distribution beam (1) is stated to form by Two bors d's oeuveres I40 I-steel affixation plate welds, it is interior to add to support fixation.
- 3. the storage compartment rack device of suitable large aperture foundation first set back cover perfusion as claimed in claim 1, it is characterised in that：Institute Stating Crossing brace weldering support (2) includes column (21) and the bridging (22) being installed on column (21).
- 4. the storage compartment rack device of suitable large aperture foundation first set back cover perfusion as claimed in claim 1, it is characterised in that：Cut The side for supporting weldering support (2) is provided with operating platform (6), with column (21) and reserves cat ladder and form complete artificial channel and put down Platform, policer operation when for manually maintenance and constructing.
- 5. the storage compartment rack device of suitable large aperture foundation first set back cover perfusion as claimed in claim 1, it is characterised in that：Institute State ladder hopper (7) and be provided with concrete pump line (8), for concrete to be pumped into ladder hopper (7).
- 6. the storage compartment rack device of suitable large aperture foundation first set back cover perfusion as claimed in claim 1, it is characterised in that：Institute State ladder hopper (7) and be provided with form vibrator (5).
- 7. the storage compartment rack device of suitable large aperture foundation first set back cover perfusion as claimed in claim 1, it is characterised in that：Institute The bottom and Crossing brace weldering support (2) for stating elevating mechanism (32) are connected, and top passes through articulated structure and chute body (31) Be hinged, one end and the bottom of elevating mechanism (32) of telescoping mechanism (33) are hinged, and the other end passes through articulated structure and elevating mechanism (32) it is hinged, chute body (31) connects into a triangle with elevating mechanism (32) and telescoping mechanism (33).
- 8. the storage compartment rack device of suitable large aperture foundation first set back cover perfusion as claimed in claim 7, it is characterised in that：Institute Stating elevating mechanism (32) includes steel latch rotary shaft (321) and steel sleeve (322), and steel latch rotary shaft (321) is set in steel bushing It is connected with the inner thread of steel sleeve (322) in pipe (322), can be achieved to drive steel by rotating steel latch rotary shaft (321) Sleeve pipe (322) is moved up and down, and the top of steel sleeve (322) is connected with chute body (31), and then is driven on chute body (31) Lower movement.
- 9. the storage compartment rack device of suitable large aperture foundation first set back cover perfusion, its feature exist as claimed in claim 7 or 8 In：The telescoping mechanism (33) includes steel sleeve (332) and the steel latch (331) with the flexible connection of steel sleeve (332), steel bushing The one end and chute body (31) for managing (332) are hinged, and one end and elevating mechanism (32) bottom of steel latch (331) are hinged, and steel is inserted The other end for selling (331) is flexible in steel sleeve (332).
- 10. the storage compartment rack device of suitable large aperture foundation first set back cover perfusion as claimed in claim 1, it is characterised in that： Receiving hopper (9) bottom connects with perfusion conduit (13), is provided with steel pile casting (12) after bottom drilling platform (11) drilling, irrigates conduit (13) it is placed in steel pile casting (12).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720363307.7U CN206646509U (en) | 2017-04-07 | 2017-04-07 | A kind of storage compartment rack device of suitable large aperture foundation first set back cover perfusion |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720363307.7U CN206646509U (en) | 2017-04-07 | 2017-04-07 | A kind of storage compartment rack device of suitable large aperture foundation first set back cover perfusion |
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| Publication Number | Publication Date |
|---|---|
| CN206646509U true CN206646509U (en) | 2017-11-17 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201720363307.7U Expired - Fee Related CN206646509U (en) | 2017-04-07 | 2017-04-07 | A kind of storage compartment rack device of suitable large aperture foundation first set back cover perfusion |
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| Country | Link |
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| CN (1) | CN206646509U (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108316304A (en) * | 2018-04-09 | 2018-07-24 | 江苏龙源振华海洋工程有限公司 | A kind of concrete sealing bottom magazine attachment |
| CN109530683A (en) * | 2018-12-18 | 2019-03-29 | 安泰科技股份有限公司 | Equal pressing equipment connects liquid system and equal pressing equipment |
| CN110984155A (en) * | 2019-10-23 | 2020-04-10 | 中建路桥集团有限公司 | Combined hopper for pouring first-batch bottom sealing concrete of deep-water large-diameter pile foundation |
-
2017
- 2017-04-07 CN CN201720363307.7U patent/CN206646509U/en not_active Expired - Fee Related
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108316304A (en) * | 2018-04-09 | 2018-07-24 | 江苏龙源振华海洋工程有限公司 | A kind of concrete sealing bottom magazine attachment |
| CN109530683A (en) * | 2018-12-18 | 2019-03-29 | 安泰科技股份有限公司 | Equal pressing equipment connects liquid system and equal pressing equipment |
| CN109530683B (en) * | 2018-12-18 | 2024-09-13 | 安泰科技股份有限公司 | Liquid receiving system of isostatic pressing equipment and isostatic pressing equipment |
| CN110984155A (en) * | 2019-10-23 | 2020-04-10 | 中建路桥集团有限公司 | Combined hopper for pouring first-batch bottom sealing concrete of deep-water large-diameter pile foundation |
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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: 20171117 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |