CN207392212U - A kind of pile hole construction structure - Google Patents
A kind of pile hole construction structure Download PDFInfo
- Publication number
- CN207392212U CN207392212U CN201721441372.3U CN201721441372U CN207392212U CN 207392212 U CN207392212 U CN 207392212U CN 201721441372 U CN201721441372 U CN 201721441372U CN 207392212 U CN207392212 U CN 207392212U
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- China
- Prior art keywords
- upright bar
- stake holes
- ladder
- retaining wall
- left upright
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- 238000010276 construction Methods 0.000 title claims abstract description 35
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 39
- 239000010959 steel Substances 0.000 claims abstract description 39
- 241000282326 Felis catus Species 0.000 claims abstract description 22
- 230000007246 mechanism Effects 0.000 claims abstract description 20
- 235000005121 Sorbus torminalis Nutrition 0.000 claims description 4
- 244000152100 Sorbus torminalis Species 0.000 claims description 4
- 230000005611 electricity Effects 0.000 claims 1
- 239000002893 slag Substances 0.000 claims 1
- 239000002689 soil Substances 0.000 claims 1
- 239000004927 clay Substances 0.000 description 3
- 239000010438 granite Substances 0.000 description 3
- 239000000203 mixture Substances 0.000 description 3
- 230000008859 change Effects 0.000 description 2
- 239000000463 material Substances 0.000 description 2
- 238000000034 method Methods 0.000 description 2
- 229920003023 plastic Polymers 0.000 description 2
- 239000004033 plastic Substances 0.000 description 2
- 230000008569 process Effects 0.000 description 2
- 238000009412 basement excavation Methods 0.000 description 1
- 230000007812 deficiency Effects 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 238000005553 drilling Methods 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 239000002360 explosive Substances 0.000 description 1
- 230000009975 flexible effect Effects 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 239000011148 porous material Substances 0.000 description 1
- 230000007306 turnover Effects 0.000 description 1
- 238000003466 welding Methods 0.000 description 1
Landscapes
- Placing Or Removing Of Piles Or Sheet Piles, Or Accessories Thereof (AREA)
Abstract
The utility model discloses a kind of pile hole construction structures, including retaining wall layer, steel cat ladder and transporter, the cross-sectional shape of retaining wall layer is identical with the cross-sectional shape of constructed stake holes, steel cat ladder includes ladder and pedal, ladder is combined ladder frame, combined ladder frame is made of left upright bar and right upright bar, and left upright bar and right upright bar are length-adjustable adjusting rod, and the distance of left upright bar and right upright bar is 40~60cm；Transporter includes driving mechanism, drum mechanism built, the hopper for being used to contain dregs for being wrapped in lifting rope and being connected with lifting rope end.The utility model is by setting steel cat ladder, operating personnel is enable smoothly to pass through, retaining wall layer is set by the inner wall in constructed stake holes, it can prevent caving in for constructed stake holes from constructed stake holes being caused to fail, by setting transporter, the dregs in constructed stake holes is transported in time, saves manpower, it greatly improves construction efficiency and effectively raises construction efficiency, advantageously ensure that the safety of operating personnel.
Description
Technical field
The utility model belongs to foundation engineering technical field, more particularly, to a kind of pile hole construction structure.
Background technology
There are two types of the digging mode of stake holes is general：Hand excavation and drilling machine borehole, the digging specifically used in practice of construction
Short side formula is determined according to actual geological condition.
Plain fill, the silty clay, (office of clay containing grittiness are followed successively by according to exploration report Shandong road east side geology from top to bottom
Portion's quicksand), severely-weathered Central Asia teniogranite, severely-weathered lower subera granite, weathered granite, light weathered granite in exposure,
Hong Kong Road east side 0m~8m is bituminous paving and miscellaneous fill, silty clay, takes the mode of artificial pneumatic pick to constructed stake holes
It is excavated, when the mode of artificial pneumatic pick being taken to excavate constructed stake holes, is primarily present problems with：Operating personnel into
It is current inconvenient up and down during row operation；The dregs generated in digging process is difficult to transport；With constructed stake holes cutting depth
Increase, the inner wall for stake holes of constructing, which can generate, to cave in, and causes the failure of constructed stake holes, life security is caused to operating personnel.
Utility model content
The technical problem to be solved by the utility model is to the deficiencies in for the above-mentioned prior art, provide a kind of stake holes
Constructing structure, simple in structure and easy to operate, input cost is few；By the setting of steel cat ladder, enable operating personnel smooth
Carry out pass through；Retaining wall layer is set by the inner wall in constructed stake holes, can prevent caving in for constructed stake holes from causing to be applied
Work stake holes fails；By the setting of transporter, timely the dregs in constructed stake holes is transported, saves manpower, greatly
The big construction efficiency that improves effectively raises construction efficiency, and advantageously ensures that the safety of operating personnel.
In order to solve the above technical problems, the technical solution adopted in the utility model is：A kind of pile hole construction structure, feature
It is：Including being used to carry out the retaining wall layer of supporting to constructed stake holes inner wall, being arranged in constructed stake holes and lead to for operating personnel
Capable steel cat ladder and the transporter for dregs in transport point construction stake holes, the cross-sectional shape of the retaining wall layer is with being constructed
The cross-sectional shape of stake holes is identical, and the length of the steel cat ladder is more than the depth for stake holes of constructing, and the steel cat ladder includes ladder
With multiple pedals being arranged on from bottom to top on the ladder, the ladder is combined ladder frame, and the combined ladder frame is by left upright bar
It being formed with the left upright bar in the right upright bar of parallel laying, the left upright bar and right upright bar are length-adjustable adjusting rod,
The distance between the left upright bar and right upright bar are 40cm~60cm, and multiple pedals are in horizontal layout, multiple feet
It pedals and equally lays, the distance between two neighboring described pedal is 25cm~40cm, the both ends difference of each pedal
Branch is withstood in the left upright bar and right upright bar；The reel that the transporter includes driving mechanism, is connected with the driving mechanism
Mechanism, the lifting rope being wrapped in the drum mechanism built and the hopper for being used to contain the dregs being connected with the lifting rope end.
A kind of above-mentioned pile hole construction structure, it is characterized in that：The retaining wall layer be concrete structure, the thickness of the retaining wall layer
For 10cm~15cm.
A kind of above-mentioned pile hole construction structure, it is characterized in that：The pedal is steel plate, and anti-skid chequer is provided on the steel plate.
A kind of above-mentioned pile hole construction structure, it is characterized in that：The driving mechanism is lifting motor.
A kind of above-mentioned pile hole construction structure, it is characterized in that：The left upright bar and right upright bar are made of multiple hollow steel pipes,
Socket joint connects between the two neighboring hollow steel pipe.
The utility model has the following advantages compared with prior art：
1. the utility model include for the progress supporting of construct stake holes inner wall retaining wall layer, pass through for operating personnel
Steel cat ladder and the transporter for dregs in transport point construction stake holes；Simple in structure and easy to operate, input cost is few.
2. by the setting of steel cat ladder, operating personnel is enable smoothly to pass through, effectively raises construction efficiency,
And advantageously ensure that the safety of operating personnel；Left upright bar and right upright bar are length-adjustable adjusting rod, can be according to being constructed
The left upright bar of depth adjustment of stake holes and the length of right upright bar, to increase the length of steel cat ladder, to meet construction requirement.
3. setting retaining wall layer by the inner wall in constructed stake holes, it can prevent caving in for constructed stake holes from causing to be constructed
Stake holes fails, while prevents from causing life security to operating personnel.
4. by the setting of transporter, timely the dregs in constructed stake holes is transported, saves manpower, significantly
Improve construction efficiency.
In conclusion the utility model is simple in structure and easy to operate, input cost is few；By the setting of steel cat ladder, make
Operating personnel can smoothly pass through；Retaining wall layer is set by the inner wall in constructed stake holes, can prevent institute's construction stake
Caving in for hole causes constructed stake holes to fail；By the setting of transporter, timely the dregs in constructed stake holes is carried out
Transport saves manpower, greatly improves construction efficiency and effectively raise construction efficiency, and advantageously ensure that operating personnel's
Safety.
Below by drawings and examples, the technical solution of the utility model is described in further detail.
Description of the drawings
Fig. 1 is the structure diagram of the utility model.
Fig. 2 is the explosive view of the left upright bar of the utility model and right upright bar.
Reference sign:
1-stake holes of constructing；2-retaining wall layer；3-steel cat ladder；
3-1-left upright bar；3-2-pedal；3-3-right upright bar；
4-lifting motor；5-drum mechanism built；6-lifting rope；
7-hopper.
Specific embodiment
A kind of pile hole construction structure as shown in Figure 1, the retaining wall layer including being used to carry out constructed 1 inner wall of stake holes supporting
2nd, the steel cat ladder 3 to pass through in constructed stake holes 1 for operating personnel and the transport for dregs in transport point construction stake holes 1 are arranged on
Device, the cross-sectional shape of the retaining wall layer 2 is identical with the cross-sectional shape of constructed stake holes 1, and the length of the steel cat ladder 3 is big
In the depth of constructed stake holes 1, the steel cat ladder 3 includes ladder and multiple pedal 3- being arranged on from bottom to top on the ladder
2, the ladder is combined ladder frame, and the combined ladder frame is stood by left upright bar 3-1 and with the left upright bar 3-1 in the right side of parallel laying
Bar 3-3 is formed, and the left upright bar 3-1 and right upright bar 3-3 is length-adjustable adjusting rod, the left upright bar 3-1 and right upright bar
The distance between 3-3 is 40cm~60cm, and multiple pedal 3-2 are in horizontal layout, and multiple pedal 3-2 are equally
It lays, the distance between two neighboring described pedal 3-2 is 25cm~40cm, the both ends difference support top of each pedal 3-2
On the left upright bar 3-1 and right upright bar 3-3；The volume that the transporter includes driving mechanism, is connected with the driving mechanism
Cylinder mechanism 5, the lifting rope 6 being wrapped in the drum mechanism built 5 and be connected with 6 end of lifting rope be used for contain the dregs
Hopper 7.
In actual use, by the setting of the steel cat ladder 3, operating personnel is enable smoothly to pass through, effectively
Construction efficiency is improved, and advantageously ensures that the safety of operating personnel.
In actual use, retaining wall layer 2 is set by the inner wall in constructed stake holes 1, can prevents collapsing for constructed stake holes 1
It collapses and constructed stake holes 1 is caused to fail, while prevent from causing life security to operating personnel.
In actual use, by the setting of the transporter, timely the dregs in constructed stake holes 1 is transported
It is defeated, manpower is saved, greatly improves construction efficiency.
In actual use, the left upright bar 3-1 and right upright bar 3-3 is length-adjustable adjusting rod, can be according to being applied
The length of left upright bar 3-1 and right upright bar 3-3 described in the depth adjustment of work stake holes 1, to increase the length of the steel cat ladder 3, with full
Sufficient construction requirement.
In actual use, when carrying out pore digging using manually digging hole, the diameter of stake holes of constructing 1 is generally higher than 80cm,
Therefore the distance between the left upright bar 3-1 and right upright bar 3-3 cannot be more than 80cm, it is therefore preferable that the left upright bar 3-1 and
The distance between right upright bar 3-3 is 40cm~60cm.
In actual use, the both ends of each pedal 3-2 are respectively welding with the left upright bar 3-1 and right upright bar 3-3
It connects or is bolted, be preferably bolted, easy to disassemble, the turnover for being effectively increased the steel cat ladder 3 is flexible
Property.
In actual use, the hopper 7 is the materials such as steel and plastics composition, and the material of Sohu of preferred Soviet Union hopper 7 is
Plastics, dead weight is small, effectively reduces the load-bearing load of the lifting rope 6, is conducive to increase the service life of the transporter.
In actual use, the lifting rope 6 is preferably steel wire rope.
In actual use, the drum mechanism built 5 is hoist engine.
In the present embodiment, the retaining wall layer 2 is concrete structure, and the thickness of the retaining wall layer 2 is 10cm~15cm.
In actual use, the retaining wall layer 2 is one or more retaining wall segment composition, the preferred retaining wall layer 2 by
Multiple retaining wall segment compositions, multiple retaining wall segments are laid from top to bottom along stake holes 1 of constructing, each retaining wall segment
Internal diameter is sequentially increased from top to bottom, the thickness at the top of the retaining wall segment be 15cm, it is described state retaining wall segment bottom thickness be
10cm, the length of each retaining wall segment is 50cm~55cm, it is therefore an objective to the next retaining wall segment for completion of constructing
Top forms support to the bottom of the upper one retaining wall segment, can effectively prevent retaining wall segment described in work progress
It comes off, causes caving in for constructed stake holes 1.
In the present embodiment, the pedal 3-2 is steel plate, and anti-skid chequer is provided on the steel plate.
In actual use, the purpose for setting the anti-skid chequer is the personal safety for ensureing operating personnel when upper and lower.
In the present embodiment, the driving mechanism is lifting motor 4.
In actual use, the driving mechanism drives for manual drive or motor, and preferably lifting motor 4 is driven
It is dynamic, effectively save manpower, powerless, raising construction efficiency.
As shown in Fig. 2, in the present embodiment, the left upright bar 3-1 and right upright bar 3-3 are made of multiple hollow steel pipes, phase
Socket joint connects between adjacent two hollow steel pipes.
In actual use, the left upright bar 3-1 and right upright bar 3-3 are made of multiple hollow steel pipes, can ensure institute
While steel cat ladder 3 is stated with sufficient intensity, mitigate dead weight, saving steel.
In actual use, it is bolt, socket joint or the mode being welded to connect between the two neighboring hollow steel pipe, preferably
It is socket joint connection, since the left upright bar 3-1 and right upright bar 3-3 is subject to be pressure in the construction process, and socket joint connects
It connects and is bolted and want to be more convenient than dismantling.
The above is only the preferred embodiment of the utility model, not the utility model imposed any restrictions, every
Any simple modification, change and the equivalent structure made according to the utility model technical spirit to above example change, still
Belong in the protection domain of technical solutions of the utility model.
Claims (5)
1. a kind of pile hole construction structure, it is characterised in that：Retaining wall layer including being used to carry out constructed stake holes (1) inner wall supporting
(2), it is arranged on the interior steel cat ladder (3) to pass through for operating personnel of constructed stake holes (1) and for transport point construction stake holes (1) interior slag
The transporter of soil, the cross-sectional shape of the retaining wall layer (2) is identical with the cross-sectional shape of constructed stake holes (1), the steel
The length of cat ladder (3) is more than the depth of stake holes (1) of constructing, and the steel cat ladder (3) is including ladder and multiple sets from bottom to top
Pedal (3-2) on the ladder, the ladder be combined ladder frame, the combined ladder frame by left upright bar (3-1) and with it is described
Left upright bar (3-1) forms in the right upright bar (3-3) of parallel laying, and the left upright bar (3-1) and right upright bar (3-3) are that length can
The adjusting rod of tune, the distance between the left upright bar (3-1) and right upright bar (3-3) are 40cm~60cm, multiple pedal (3-
2) in horizontal layout, multiple pedals (3-2) are equally laid, the distance between two neighboring described pedal (3-2)
For 25cm~40cm, the both ends of each pedal (3-2) are propped up respectively to be withstood on the left upright bar (3-1) and right upright bar (3-3)；
The transporter include driving mechanism, be connected with the driving mechanism drum mechanism built (5), be wrapped in the drum mechanism built
(5) lifting rope (6) in and be connected with the lifting rope (6) end for containing the hopper (7) of the dregs.
2. a kind of pile hole construction structure described in accordance with the claim 1, it is characterised in that：The retaining wall layer (2) is concrete knot
Structure, the thickness of the retaining wall layer (2) is 10cm~15cm.
3. according to a kind of pile hole construction structure described in claim 1 or 2, it is characterised in that：The pedal (3-2) is steel plate,
Anti-skid chequer is provided on the steel plate.
4. according to a kind of pile hole construction structure described in claim 1 or 2, it is characterised in that：The driving mechanism is lifting electricity
Machine (4).
5. according to a kind of pile hole construction structure described in claim 1 or 2, it is characterised in that：The left upright bar (3-1) and the right side are stood
Bar (3-3) is made of multiple hollow steel pipes, and socket joint connects between the two neighboring hollow steel pipe.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721441372.3U CN207392212U (en) | 2017-11-01 | 2017-11-01 | A kind of pile hole construction structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721441372.3U CN207392212U (en) | 2017-11-01 | 2017-11-01 | A kind of pile hole construction structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN207392212U true CN207392212U (en) | 2018-05-22 |
Family
ID=62327955
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201721441372.3U Expired - Fee Related CN207392212U (en) | 2017-11-01 | 2017-11-01 | A kind of pile hole construction structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN207392212U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109972646A (en) * | 2019-05-20 | 2019-07-05 | 古清 | Existing railway line line-to-line pile foundation builds mechanical equipment and pile foundation construction method |
| CN111719580A (en) * | 2019-03-21 | 2020-09-29 | 深圳墨泰建筑设计与咨询股份有限公司 | Basement anti-floating pile foundation |
-
2017
- 2017-11-01 CN CN201721441372.3U patent/CN207392212U/en not_active Expired - Fee Related
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111719580A (en) * | 2019-03-21 | 2020-09-29 | 深圳墨泰建筑设计与咨询股份有限公司 | Basement anti-floating pile foundation |
| CN109972646A (en) * | 2019-05-20 | 2019-07-05 | 古清 | Existing railway line line-to-line pile foundation builds mechanical equipment and pile foundation construction method |
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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: 20180522 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |