CN209227554U - A kind of deep basal pit arrow path suspension device - Google Patents
A kind of deep basal pit arrow path suspension device Download PDFInfo
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- CN209227554U CN209227554U CN201822094033.3U CN201822094033U CN209227554U CN 209227554 U CN209227554 U CN 209227554U CN 201822094033 U CN201822094033 U CN 201822094033U CN 209227554 U CN209227554 U CN 209227554U
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- steel plate
- setting
- sliding
- supporting
- basal pit
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Abstract
The utility model provides a kind of deep basal pit arrow path suspension device, the fixed anchoring mechanism of expanding mechanism and supporting mechanism lower end and ground including a pair of of supporting mechanism, support supporting mechanism for supporting to deep-foundation side wall；The utility model can carry out supporting to the deep basal pit of narrower width, and structure is simple, thickness very little, will not excessively occupy the space in deep basal pit, while installation and dismounting are all very convenient, can be protected well the staff in deep basal pit.
Description
Technical field
The utility model relates to multiple material handling method of deep foundation pit fields, and in particular to a kind of deep basal pit arrow path suspension device.
Background technique
In the deep foundation pit of the depth excavated, it sometimes appear that, if supporting not in time, can make the phenomenon that landslide
Basis can not go on, and what basis was beaten very securely can will not seriously affect the quality on basis, also will affect installation and set later
Standby firmness.Therefore setting supporting is required to prevent the appearance of landslide for deep basal pit, but for some relatively narrow
Deep basal pit, although excessively generous supporting can be realized this purpose, but can occupy the space in deep basal pit significantly, so that narrow
It is narrower in road, and simple thin supporting can not then provide better protection.
Utility model content
In view of this, the present invention provides a kind of deep basal pit arrow path suspension devices, can be to the deep basal pit of narrower width
Supporting is carried out, and structure is simple, thickness very little, will not excessively occupy the space in deep basal pit.
In order to solve the above technical problems, the utility model provides a kind of deep basal pit arrow path suspension device, including for depth
What a pair of of supporting mechanism of foundation pit side-wall support, the expanding mechanism for supporting supporting mechanism and supporting mechanism lower end and ground were fixed
Anchoring mechanism；
The expanding mechanism is flexibly connected with supporting mechanism；The expanding mechanism includes the pedestal of intermediate setting, and setting exists
The link on the pedestal is arranged in two sides of base hydraulic telescopic rod, is arranged in hydraulically extensible boom end and supporting mechanism activity
The bindiny mechanism of connection, and the adjustment arm below bindiny mechanism is set.
Further, the supporting mechanism includes steel plate, and the first guiding of a pair of of L-type is arranged in the central upper portion of the steel plate
Plate forms the first sliding groove slided for bindiny mechanism between the first guide plate and steel plate, the bottom of the first sliding groove is in steel plate
The first access plate of upper setting, the bindiny mechanism include cooperating with the first sliding groove for the hydraulically extensible boom end setting
First sliding block, the two sides setting of first sliding block accommodate the first vertical slot of the first guide plate.
Further, the adjustment arm is connect by universal joint with the lower surface of first sliding block.
Further, the two sides of the steel plate are horizontally disposed with fixed ring, the side fixed ring of adjacent two steel plates connection
Cooperation and insertion setting fixed link.
Further, the anchoring mechanism includes several fixed cylinders of the steel plate rear surface setting, the fixation
The anchor pile on setting insertion ground in cylinder.
Further, vertically center line symmetrical setting slips mechanism on the steel plate top, and the sliding mechanism includes one
To the second guide plate of L-type, second sliding slot is formed between the second guide plate and steel plate, the bottom of the second sliding slot is on the steel plate
Second access plate is set, supporting mechanism, and the supporting mechanism both ends and sliding mechanism phase are set between the steel plate being oppositely arranged
Cooperation；
The supporting mechanism includes support rod, the second sliding block of both ends setting of the support rod, and the two of second sliding block
Side setting accommodates the second vertical slot of the second guide plate, and operating stick is arranged by universal joint in the lower surface of second sliding block.
Deep basal pit arrow path suspension device provided by the utility model, including a pair of of supporting for being supported to deep-foundation side wall
The anchoring mechanism that mechanism, the expanding mechanism for supporting supporting mechanism and supporting mechanism lower end and ground are fixed；Supporting mechanism and depth
The side wall of foundation pit contacts, and supporting mechanism is elapsed to two sides and supported to deep-foundation side wall by expanding mechanism, while anchoring mechanism is to branch
The lower end of shield mechanism is fixed, and the lower end of supporting mechanism is avoided inwardly to be squeezed and moved by the pressure of soil.
In addition, expanding mechanism is flexibly connected with supporting mechanism, expanding mechanism includes the pedestal of intermediate setting, is arranged in pedestal
Setting link on the base, the company that hydraulically extensible boom end is flexibly connected with supporting mechanism is arranged in two sides hydraulic telescopic rod
Connection mechanism and the adjustment arm being arranged in below bindiny mechanism.Expanding mechanism realizes that pedestal is for pacifying by hydraulic telescopic rod
The hydraulic telescopic rod of two sides is filled, while there are also the link with crane cooperation on pedestal, avoid its movement installation, bindiny mechanism is used for
Telescopic rod is flexibly connected with supporting mechanism, in this way carry out it is some operation and expanding mechanism be affected when temporary can remove
Expanding mechanism, adjustment arm are to adjust expansion by the operator of lower section when connecting at the both ends of expanding mechanism with supporting mechanism
The angle of mechanism, so that expanding mechanism is smoothly connect with supporting mechanism.
In addition, supporting mechanism is made of steel plate, the first sliding groove formed between two the first guide plates and steel plate is for even
Connection mechanism is caught in, and the first access plate avoids bindiny mechanism from falling down out of first sliding groove, and bindiny mechanism includes the first sliding block, and first is sliding
The first vertical slot and the first guide plate on block cooperate, and are during installation aligned the first vertical slot with the first guide plate, and the first sliding block
Front end be aligned with first sliding groove, then the first sliding block can be slowly stuck in below expanding mechanism in first sliding groove, so
After extend hydraulic telescopic rod, thrust that can be outside to stainless steel strut resists landslide with this.
In addition, adjustment arm is connect by universal joint with the lower surface of the first sliding block, universal joint avoids staff from grasping
Make.The two sides of steel plate are horizontally disposed with fixed ring, and the cooperation of side fixed ring and insertion setting of adjacent two steel plates connection are fixed
Bar.The structure is after removing expanding mechanism, when two pieces of opposite steel plate tops are without outside thrust, to be obtained by fixed link adjacent
The pressure of steel plate, to resist because of the cave in accident that expanding mechanism temporarily removes and may cause.Anchoring mechanism includes under steel plate
Several fixed cylinders of end surfaces setting, the anchor pile on fixed cylinder interior setting insertion ground, anchoring mechanism and traditional fixation side
Formula is consistent, and effect is to fix the lower end of steel plate, avoids the ground pressure of lower part that steel plate lower end is pushed to be moved.
In addition, to apply thrust energy consumption for a long time larger for hydraulic telescopic rod, and be unfavorable for its it is permanent run, therefore to be arranged one
Stable supporting mechanism has sliding mechanism on the top of steel plate, and supporting mechanism, supporting mechanism both ends and cunning is arranged in sliding mechanism
The structure of connection mechanism and bindiny mechanism are similar to expanding mechanism, and difference is that different orientation and supporting mechanism and sliding machine is arranged
Structure is two, after opening supporting mechanism its object is to expanding mechanism, and anchoring mechanism installs, and can will be supported
Mechanism is mounted in sliding mechanism and is supported to supporting mechanism, while can remove expanding mechanism.The support rod of supporting mechanism
Mold can be designed rapidly after determining length to be manufactured, structure is simple, can manufacture rapidly and finish.The middle part of support rod is same
A link is arranged in sample, for lifting by crane mobile support rod.
The utility model can carry out supporting to the deep basal pit of narrower width, and structure is simple, thickness very little, will not be excessive
The space in deep basal pit is occupied, while installation and dismounting are all very convenient, the staff in deep basal pit can be carried out very
Good protection.
Detailed description of the invention
Fig. 1 is the structural schematic diagram of the utility model deep basal pit arrow path suspension device；
Fig. 2 is one top view of the utility model embodiment；
Connection figure of the Fig. 3 between the utility model steel plate；
Fig. 4 is the structural schematic diagram of the utility model embodiment two；
Fig. 5 is two top view of the utility model embodiment.
Specific embodiment
It is practical new below in conjunction with this to keep the objectives, technical solutions, and advantages of the embodiments of the present invention clearer
The attached drawing 1-5 of type embodiment, is clearly and completely described the technical solution of the utility model embodiment.Obviously, described
Embodiment be the utility model a part of the embodiment, instead of all the embodiments.Based on described the utility model
Embodiment, those of ordinary skill in the art's every other embodiment obtained fall within the protection scope of the utility model.
Embodiment one, the utility model provide a kind of deep basal pit arrow path suspension device, including for deep-foundation side wall
The anchorage machine that a pair of of supporting mechanism of support, the expanding mechanism for supporting supporting mechanism and supporting mechanism lower end and ground are fixed
Structure；
The expanding mechanism is flexibly connected with supporting mechanism, and the expanding mechanism includes that the pedestal 2 of intermediate setting, setting exist
2 two sides hydraulic telescopic rod 10 of pedestal, is arranged in 10 end of hydraulic telescopic rod and supporting machine the link 1 being arranged on the pedestal 2
The bindiny mechanism and the adjustment arm 9 being arranged in below bindiny mechanism that structure is flexibly connected.
The supporting mechanism includes steel plate 11, and the first guide plate 5 of a pair of of L-type is arranged in the central upper portion of the steel plate 11,
The first sliding groove 13 slided for bindiny mechanism is formed between first guide plate 5 and steel plate 11, the bottom of the first sliding groove 13 exists
First access plate 8 is set on steel plate 11, and the bindiny mechanism includes 10 end of the hydraulic telescopic rod setting with described first
The first sliding block 7 that sliding slot 13 cooperates, the two sides setting of first sliding block 7 accommodate the first vertical slot 6 of the first guide plate 5.
The adjustment arm 9 is connect by universal joint with the lower surface of first sliding block 7.
The two sides of the steel plate 11 are horizontally disposed with fixed ring 14, and the side fixed ring 14 of adjacent two steel plates 11 connection is matched
It closes and fixed link 15 is arranged in insertion.
The anchoring mechanism includes several fixed cylinders 12 of 11 rear surface of steel plate setting, in the fixed cylinder 12
The anchor pile 13 on insertion ground is set.
The operating procedure of the embodiment is: steel plate being stood in deep basal pit and contacts with side wall and is simply fixed, is led to
It crosses derricking gear to sling expanding mechanism, the staff in deep basal pit operates adjustment arm, so that expanding mechanism is under
It is caught in the first guide plate in the first vertical slot when putting on the first sliding block, so that expanding mechanism to be placed into the steel being oppositely arranged
On plate, hydraulic telescopic rod extends at this time, and steel plate is elapsed to two sides, so that steel plate plays support to deep-foundation side wall, expands it
It is fixed afterwards by lower end of the anchor pile to steel plate, while fixed link being inserted into fixed ring, adjacent steel plate connected solid
It is fixed.In specific operation, if expanding mechanism hinders the progress to operation, the expanding mechanism in the region is removed, then carries out
Expanding mechanism is installed in operation again after operation.
Embodiment two
The difference between this embodiment and the first embodiment lies in:
Vertically center line symmetrical setting slips mechanism on 11 top of steel plate, and the sliding mechanism includes a pair of of L-type
Second guide plate 3 forms second sliding slot 12 between second guide plate 3 and steel plate 11, the bottom of the second sliding slot 12 is in steel plate
Second access plate 4 is set on 11, supporting mechanism is set between the steel plate 11 being oppositely arranged, and supporting mechanism both ends and sliding
Mechanism matches；
The supporting mechanism includes support rod 16, and the second sliding block 18 is arranged in the both ends of the support rod 16, and described second is sliding
The two sides setting of block 18 accommodates the second vertical slot 17 of the second guide plate 3, and the lower surface of second sliding block 18 passes through universal joint
Operating stick 19 is set.
Supporting mechanism is the supplement to expanding mechanism, and it is larger that expanding mechanism runs consuming for a long time, therefore expands in expanding mechanism
Steel plate all installs after, can install supporting mechanism, the length of supporting mechanism is consistent with expanding mechanism, derricking gear
After slinging supporting mechanism, staff adjusts the direction of supporting mechanism in deep basal pit by operating stick, so that supporting mechanism can
To be caught in sliding mechanism, to play support force to steel plate, at this moment expanding mechanism can be removed.
The above is preferred embodiments of the present invention, it is noted that for the ordinary skill of the art
For personnel, under the premise of not departing from principle described in the utility model, it can also make several improvements and retouch, these improvement
It also should be regarded as the protection scope of the utility model with retouching.
Claims (6)
1. a kind of deep basal pit arrow path suspension device, it is characterised in that: including a pair of of supporting machine for being supported to deep-foundation side wall
The anchoring mechanism that structure, the expanding mechanism for supporting supporting mechanism and supporting mechanism lower end and ground are fixed；The expanding mechanism with
Supporting mechanism is flexibly connected；The expanding mechanism includes the pedestal of intermediate setting, and setting is in two sides of base hydraulic telescopic rod, setting
The bindiny mechanism that hydraulically extensible boom end is flexibly connected with supporting mechanism, and setting is arranged in link on the pedestal
Adjustment arm below bindiny mechanism.
2. deep basal pit arrow path suspension device as described in claim 1, it is characterised in that: the supporting mechanism includes steel plate, institute
The first guide plate of a pair of of L-type is arranged in the central upper portion for stating steel plate, and composition is sliding for bindiny mechanism between the first guide plate and steel plate
The first access plate is arranged in dynamic first sliding groove, the bottom of the first sliding groove on the steel plate, and the bindiny mechanism includes the liquid
The first sliding block with first sliding groove cooperation of telescopic rod end setting is pressed, the two sides setting of first sliding block accommodates first
First vertical slot of guide plate.
3. deep basal pit arrow path suspension device as claimed in claim 2, it is characterised in that: the adjustment arm by universal joint with
The lower surface of first sliding block connects.
4. deep basal pit arrow path suspension device as claimed in claim 3, it is characterised in that: the two sides of the steel plate are horizontally disposed solid
Determine ring, fixed link is arranged in the cooperation of side fixed ring and insertion of adjacent two steel plates connection.
5. deep basal pit arrow path suspension device as claimed in claim 4, it is characterised in that: the anchoring mechanism includes the steel plate
Several fixed cylinders of rear surface setting, the anchor pile on the fixed cylinder interior setting insertion ground.
6. deep basal pit arrow path suspension device as claimed in claim 5, it is characterised in that: the steel plate top vertically center line
It is symmetrical arranged sliding mechanism；The sliding mechanism includes the second guide plate of a pair of of L-type, is formed between the second guide plate and steel plate
The second access plate is arranged on the steel plate, support is arranged between the steel plate being oppositely arranged for second sliding slot, the bottom of the second sliding slot
Mechanism, and the supporting mechanism both ends are matched with sliding mechanism；The supporting mechanism includes support rod, and the two of the support rod
The second sliding block of end setting, the two sides setting of second sliding block accommodate the second vertical slot of the second guide plate, second sliding block
Operating stick is arranged by universal joint in lower surface.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201822094033.3U CN209227554U (en) | 2018-12-13 | 2018-12-13 | A kind of deep basal pit arrow path suspension device |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201822094033.3U CN209227554U (en) | 2018-12-13 | 2018-12-13 | A kind of deep basal pit arrow path suspension device |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN209227554U true CN209227554U (en) | 2019-08-09 |
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ID=67507548
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201822094033.3U Active CN209227554U (en) | 2018-12-13 | 2018-12-13 | A kind of deep basal pit arrow path suspension device |
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| Country | Link |
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| CN (1) | CN209227554U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111576346A (en) * | 2020-04-26 | 2020-08-25 | 翟来铮 | Channel lateral wall supports fixed knot structure for hydraulic engineering construction |
-
2018
- 2018-12-13 CN CN201822094033.3U patent/CN209227554U/en active Active
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111576346A (en) * | 2020-04-26 | 2020-08-25 | 翟来铮 | Channel lateral wall supports fixed knot structure for hydraulic engineering construction |
| CN111576346B (en) * | 2020-04-26 | 2021-06-15 | 杰信达建设发展集团有限公司 | Channel lateral wall supports fixed knot structure for hydraulic engineering construction |
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