CN208309573U - The device of manual digging pile construction - Google Patents
The device of manual digging pile construction Download PDFInfo
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- CN208309573U CN208309573U CN201820691472.XU CN201820691472U CN208309573U CN 208309573 U CN208309573 U CN 208309573U CN 201820691472 U CN201820691472 U CN 201820691472U CN 208309573 U CN208309573 U CN 208309573U
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Abstract
The utility model relates to a kind of device of manual digging pile construction, which includes: the retaining-plate on the stake mouth surrounding soil body of caisson；The hole wall bracket for being fixedly connected on retaining-plate and being placed in the caisson；Branch is set on the retaining-plate and is correspondingly arranged at the stake mouth soil structure out；It is hung on the sliding-mode structure in the soil structure out and being placed in the caisson, the sliding-mode structure is located at the outside of the hole wall bracket, and forms casting space between the sliding-mode structure and the inner wall of the caisson；It is fixedly arranged on the retaining-plate and protrudes into the Grouting Pipe in the caisson.The utility model provides a kind of device of the manual digging pile construction of integrated form, it will excavate, be unearthed, breast wall concrete the flow charts such as pours and integrates, it can timely be unearthed with the excavation of the earthwork, and dado structure is timely poured after excavating certain depth, to effectively improve construction operation efficiency, meet construction speed requirement.
Description
Technical field
The utility model relates to manual digging pile construction fields, refer in particular to a kind of device of manual digging pile construction.
Background technique
During Construction of Civil Engineering, all pile foundation construction work can be carried out using manually digging hole filling pile in many cases
Industry.Manually digging hole filling pile has the advantages that easy construction, economic and practical, bearing capacity of single pile is high, is widely used in work at present
The fields such as industry and civil buildings and traffic.
But the construction of manually digging hole filling pile has the following problems:
Firstly, manual digging pile construction operation has the security risks such as collapsing, anoxic, asphyxia, there is certain risk.
Secondly, during manual digging pile construction operation, due to being poured the shadow of time by working procedure breast wall concrete
It rings, the progress for excavating operation is limited, is unable to satisfy schedule requirement sometimes.
Again, traditional manual digging pile construction operation is excavated, is unearthed, ventilation, breast wall concrete such as pour at the flow charts
Dispersion, seriously affects the efficiency of construction operation.
Utility model content
The purpose of the utility model is to overcome the defects of the prior art, provide a kind of dress of manual digging pile construction
It sets, solving existing manual digging pile construction, there are security risks, and there is risk and the low progress that is unable to satisfy of construction efficiency to want
The problem asked etc..
Realizing the technical solution of above-mentioned purpose is:
The utility model provides a kind of device of manual digging pile construction, comprising:
Retaining-plate on the stake mouth surrounding soil body of caisson corresponds to the stake mouth peripheral region on the retaining-plate and is equipped with
The occlusion part of covering part stake mouth；
The hole wall bracket for being fixedly connected on the occlusion part and being placed in the caisson, the hole wall bracket is with institute
It states the lower digging of caisson and splices extension downwards；
Branch is set on the retaining-plate and is correspondingly arranged at the stake mouth soil structure out, it is described go out soil structure include can be
The elevating mechanism moved back and forth between the stake mouth and stake bottom of the caisson；
It is hung on the sliding-mode structure in the soil structure out and being placed in the caisson, the sliding-mode structure is located at institute
The outside of hole wall bracket is stated, and forms casting space between the sliding-mode structure and the inner wall of the caisson, the sliding formwork
Structure can move back and forth adjusting between the stake mouth and stake bottom of the caisson；And
It is fixedly arranged on the retaining-plate and protrudes into the Grouting Pipe in the caisson, the Grouting Pipe is with the caisson
Lower digging and splice extension downwards, by the Grouting Pipe, into the casting space, casting concrete is covered in described with being formed
Dado structure on caisson inner wall.
The utility model provides a kind of device of the manual digging pile construction of integrated form, will excavate, is unearthed, retaining wall mixes
Solidifying soil pours equal flow charts and integrates, and can timely be unearthed with the excavation of the earthwork, and after excavation certain depth
Dado structure is timely poured, to effectively improve construction operation efficiency, meets construction speed requirement.Supporting is set at stake mouth
Plate, the providing holes wall bracket in caisson realize the supporting to caisson, can reduce the peace during manual digging pile construction
Full hidden danger.
The device of the utility model manual digging pile construction further improvement lies in that, passed through at the top of the hole wall bracket
It wears the occlusion part of the retaining-plate and is fixedly connected with the occlusion part.
The device of the utility model manual digging pile construction further improvement lies in that, the hole wall bracket includes vertical
The multiple struts and multiple stirrups spaced and that multiple struts link into an integrated entity being arranged.
The device of the utility model manual digging pile construction further improvement lies in that, two in multiple struts
Spaced cross bar is connected between a strut so as to form the ladder of connection stake mouth and stake bottom.
The device of the utility model manual digging pile construction further improvement lies in that, it is described go out soil structure include be placed in
Pedestal on the retaining-plate and the supporting frame being fixedly arranged on the pedestal, support frame as described above body correspond to the stake mouth and are equipped with
Crossbeam above the stake mouth installs the elevating mechanism on the crossbeam.
The device of the utility model manual digging pile construction further improvement lies in that, the elevating mechanism includes fixed
In it is described go out soil structure on first pulley, connect and supply around the rope of the first pulley and with one end of the rope
The hoist engine of the rope folding and unfolding is controlled, the other end of the rope is located at the stake mouth and can protrude into the caisson.
The device of the utility model manual digging pile construction further improvement lies in that, the pedestal include be oppositely arranged
A pair of of supporting beam and support be connected to attachment beam between a pair of of supporting beam, the supporting beam is placed on the retaining-plate and two
End protrudes out the retaining-plate and is placed on the soil body outside the stake mouth.
The device of the utility model manual digging pile construction further improvement lies in that, the sliding-mode structure include splicing
The multiple template block of connection and the jack for controlling the formwork lifting moving being connect with the formwork, the receipts
Laying mechanism is fixedly arranged on the soil structure out.
The device of the utility model manual digging pile construction further improvement lies in that, the jack includes fixed
In it is described go out soil structure on second pulley be fixedly connected with one end the lifting rope of the corresponding formwork, the lifting rope it is another
End bypasses second pulley formation operation end, and the lifting moving of the formwork is controlled by the operating side.
The device of the utility model manual digging pile construction further improvement lies in that, further include being placed at the stake mouth
Air compressor machine, the delivery outlet of the air compressor machine is connected with air delivery pipe, and the air delivery pipe protrudes into the caisson.
Detailed description of the invention
Fig. 1 is the perspective view in the device use process of the utility model manual digging pile construction.
Fig. 2 is the structural schematic diagram being located at stake mouth in the device of the utility model manual digging pile construction.
Fig. 3 is the hole wall bracket being located in stake holes in the device of the utility model manual digging pile construction and Grouting Pipe
Structural schematic diagram.
Fig. 4 is the structural representation for the sliding-mode structure being located in stake holes in the device of the utility model manual digging pile construction
Figure.
Specific embodiment
The utility model is described in further detail in the following with reference to the drawings and specific embodiments.
Refering to fig. 1, the utility model provides a kind of device of manual digging pile construction, for solving existing excavated by manual work
There are the security risks such as collapsing, anoxic, asphyxia in hole construction operation；It excavates job scheduling and is unable to satisfy requirement；And it excavates, go out
Soil, ventilation, breast wall concrete such as pour at the flow charts dispersion, influence the problem of construction efficiency etc..The device of the utility model is adopted
Retaining-plate and hole wall bracket are used as the supporting construction during excavation pile construction, during capable of reducing manual digging pile construction
Security risk.The device of the utility model is integrated structure, will excavate, and be unearthed, breast wall concrete such as pours at the flow charts
It integrates, can timely be unearthed with the excavation of the earthwork, and timely pour dado structure after excavating certain depth,
To effectively improve construction operation efficiency, meet construction speed requirement.With reference to the accompanying drawing to the utility model artificial digging pile
Working device is illustrated.
Refering to fig. 1, it is shown that the perspective view in the device use process of the utility model manual digging pile construction.Below
In conjunction with Fig. 1, the device of the utility model manual digging pile construction is illustrated.
As shown in Figure 1, the device of the manual digging pile construction of the utility model include retaining-plate 21, hole wall bracket 22,
Soil structure 23, sliding-mode structure 24 and Grouting Pipe 25 out, artificial digging pile shape by way of hand excavation and on ground 10
At vertically arranged caisson 11, caisson 11 is in being formed with stake mouth 111 on ground.Retaining-plate 21 is set to the stake of caisson 11
On the 11 surrounding soil bodys of mouth, which is layed on ground 10, and the opening of corresponding stake mouth 11 is offered on retaining-plate 11, and
The size of opening is less than the size of stake mouth 11, so that the peripheral region for corresponding to stake mouth 111 on retaining-plate 11 is equipped with covering part stake mouth
111 occlusion part, as shown in connection with fig. 2, close to the part overlaid of opening part stake mouth 111 on retaining-plate 21.Hole wall bracket
22 are fixedly connected on occlusion part, and the hole wall bracket 22 is placed in caisson 11, the corresponding caisson 11 of the hole wall bracket 22
Inner wall setting, through hole wall bracket 22 are blocked at the inner wall of caisson 11, play support action to caisson 11, should
Hole wall bracket 22 splices downwards extension with the lower digging of caisson 11, can guarantee to construct in caisson 11 whole to borehole
Supporting is realized in stake 11.Soil structure 23 are set on retaining-plate 21 out, and should go out soil structure 23 and be correspondingly arranged at stake mouth 111, should go out
Soil structure 23 includes the elevating mechanism 231 that can move back and forth between the stake mouth 111 and stake bottom of caisson 11, passes through elevating mechanism
Stake bottom is excavated the earthwork to be formed and transported outside caisson by 231 lifting moving.Sliding-mode structure 24 is hung in soil structure 23 out,
The sliding-mode structure 24 is located at the outside of hole wall bracket 22, and is formed and poured between the sliding-mode structure 24 and the inner wall of caisson 11
Space, the sliding-mode structure 24 can move back and forth adjusting between the stake mouth 111 and stake bottom of caisson 11, pass through sliding-mode structure 24
It is mobile to adjust the real lower digging now with caisson 11, and can continuous placing breast wall concrete form dado structure, meet
The continuous lower digging of caisson 11, to improve construction efficiency.Grouting Pipe 25 is installed on retaining-plate 21 and extend into caisson
In 11, Grouting Pipe 25 splices downwards extension with the lower digging of caisson 11, is poured by Grouting Pipe 25 into casting space mixed
Solidifying soil is covered with being formed in the dado structure on 11 inner wall of caisson.Dado structure is poured, 11 wall surface of caisson is improved
Structure safety, improves the structural stability of caisson 11, reduces security risk.
As a better embodiment of the utility model, as shown in figures 1 and 3, the top of hole wall bracket 22 is through branch
The occlusion part of backplate 21 is simultaneously fixedly connected with occlusion part.The hole wall bracket 22 includes vertically arranged multiple struts 221 and interval
Multiple stirrups 222 be arranged and that multiple struts 221 link into an integrated entity.In initial installation, caisson 11 is first excavated one
Fixed depth, preferably 1 meter, are then laid with retaining-plate 21, and mounting hole wall bracket 22 passes through the strut 221 of hole wall bracket 22
Retaining-plate 21 is simultaneously extend into caisson 11, one circle of inner wall setting of the corresponding caisson 11 of the strut 221,221 top of strut
There is part to be located at the top of retaining-plate 21, is linked into an integrated entity at the top of the strut 221 by stirrup 222, the company of installation on strut 221
Fitting, the connector are placed on retaining-plate 21, are connected and fixed stirrup 222 and strut 221 by connector.
Further, spaced multiple cross bars 223 will be connected between two struts 221 in multiple struts 221, from
And the ladder 224 for being connected to stake mouth 111 and stake bottom is formed with two struts 221 by cross bar 223.The ladder 224 forms construction
The walking passageway of personnel's disengaging caisson 11.
With the downward excavation of caisson 11, splice strut 221, so that the bottom of the bottom of strut 221 and caisson 11
Apart from constant, preferably, the bottom of strut 221 away from caisson 11 and the distance of bottom is 100mm.When splicing strut 221,
Interval setting stirrup 222, is linked into an integrated entity strut 221 by skeleton 222, improves the sound construction degree of hole wall bracket 21 and steady
It is qualitative.Cross bar 223 increases with the splicing of strut 221, enables and passing through up and down by the way that ladder 224 is safe.
Preferably, retaining-plate 21 uses 15mm thick steel plate, formed according to the shape processing of the size of stake diameter and stake, steel plate
It can be processed into rectangle or square, the surrounding of steel plate is greater than stake holes outer edge 200mm.The strut 221 of hole wall bracket 22
Using 48 × 3.0mm of Φ, the scaffolding steel pipe processing that 3 meters of length assembles, and the arrangement of steel pipe is according to stake diameter size and stake
Shape, with a piece steel pipe support of 30 degree of stake radial separation settings.The length of steel pipe uses foot hand according to the increase of stake holes depth
The fastener of frame connects and increases.Stirrup 222 is formed using the steel bar meter of diameter 16mm, and it is straight that diameter is less than 22 inside of hole wall bracket
Diameter 10mm does connector using scaffold member according to the spacing of 1m, is mounted on the steel pipe of hole wall bracket 22, for fixing
And supporting steel pipe.
As another better embodiment of the utility model, as depicted in figs. 1 and 2, soil structure 23 includes being placed in branch out
Pedestal 232 on backplate 21 and the supporting frame 233 being fixedly arranged on pedestal 232, support 233 corresponding stake mouths 111 is equipped with position
Crossbeam 2331 above stake mouth 111 installs elevating mechanism 231 on the crossbeam 2331.By supporting frame 233 by crossbeam 2331
Branch is set to the top of stake mouth 111, with the unearthed operation for the elevating mechanism 231 being easily installed on crossbeam 2331.
Further, which includes the first pulley 2311 being installed in out in soil structure 23, around the first cunning
Wheel 2311 rope 2312 and connect with one end of rope 2312 and for control 2312 folding and unfolding of rope hoist engine 2313, rope
2312 one end is fixed on hoist engine 2313, and the other end is located at stake mouth 111 around first pulley 2311 and can protrude into digging
In hole stake 11, rope 2312 is partially around on hoist engine 2313, and the folding and unfolding of rope 2312 is controlled by hoist engine 2313.It is needing
When being unearthed, rope 2312 is transferred to the bottom of caisson 11 by hoist engine 2313, and rope 2312 is located at stake bottom
End is connect with the container for holding the earthwork, will then be mentioned at stake mouth 111 on rope 2312 by hoist engine 2313, so as to incite somebody to action
The earthwork in container removes.
Further, pedestal 232 includes that a pair of of the supporting beam 2321 being oppositely arranged and support are connected to a pair of of supporting beam
Attachment beam 2322 between 2321, supporting beam 2321 is placed on retaining-plate 21 and both ends protrude out retaining-plate 21 and are placed in stake mouth
On the soil body outside 111.Supporting beam 2321 is placed on retaining-plate 21 and end protrudes out retaining-plate 21, so that 2321 pairs of branch of supporting beam
Backplate 21 plays the role of reinforcing, and retaining-plate 21 can be fixedly pressed against on ground 10.Preferably, elevating mechanism 231
Hoist engine 2313 is installed on pedestal 232.
As the another better embodiment of the utility model, as shown in Figure 1 and Figure 4, sliding-mode structure 24 includes that splicing connects
The multiple template block 241 connect and the jack 242 for controlling 241 lifting moving of formwork being connect with module 241, the folding and unfolding
Mechanism 242 is fixedly arranged on out in soil structure 23.The fixed connecting angle brace on the supporting frame 233 of soil structure 23 out, preferably, angle brace
It welds to be formed using fashioned iron, and angle brace is weldingly fixed on supporting frame 233.Pass through the fixed jack 242 of angle brace.
Further, jack 242 includes the fixed company of the second pulley 2421 being installed in out in soil structure 23 and one end
The lifting rope 2422 of corresponding formwork 241 is connect, the other end of the lifting rope 2422 bypasses 2421 formation operation end of second pulley, passes through
The lifting moving of operating side control formwork 241.Preferably, the operating side of rope 2422 is manually operated for construction personnel, benefit
The operating side is fixedly secured after decentralization in place with the lowering operation for manually controlling formwork 241.
Formwork 241 is spliced to form tubular structure, and the size of the tubular structure is less than the internal diameter of caisson 11, so that
Casting space is formed between the tubular structure and the inner wall of caisson 11, dado structure is to be segmented the coagulation poured from top to bottom
Formwork 241 is just transferred to the stake bottom of current caisson 11 every time after lower digging a distance, then passes through note by soil structure
It starches 25 casting concrete of pipe and forms dado structure.Continuing lower earth excavation, at this time the not demoulding of formwork 241, under next time
Demoulding is carried out when putting again.Sliding-mode structure 24 using whole down-sliding type gang form so that assembly and disassembly, it is fixed, using convenient and
Efficiently.
As another better embodiment of the utility model, as shown in Figure 1, the device of the utility model further includes being placed in
Air compressor machine 26 at stake mouth 111, the delivery outlet of the air compressor machine 26 are connected with air delivery pipe 261, which protrudes into
Into caisson 11, for delivering the air in caisson 11.Preferably, air delivery pipe 261 is inserted at stake mouth 111
Hole wall bracket 22 in a strut 221 in, the bottom of caisson 11 is delivered air to by the strut 221, with the branch
The splicing of bar 221 and air is continuously sent to a bottom, guarantee the construction safety at stake bottom.It excavates in caisson 11 to certain
After depth, air compressor machine 26 is opened to the bottom of caisson 11 and conveys air, it is ensured that the flowing of air under stake holes meets stake holes servant
The requirement of construction operation.
The installation and use process of the device of the utility model manual digging pile construction are as follows:
By measuring true fixed pile, the first step earthwork is excavated, retaining-plate is installed later；Armlet bracket is then installed；Installation
Grouting Pipe: elephant trunk of the Grouting Pipe using the cast iron pipe of diameter 80mm wall thickness 3.5mm as concreting, elephant trunk bottom is using soft
Pipe, facilitates pouring for concrete.Reserving hole on retaining-plate, elephant trunk are connect with retaining-plate using bolt by hole, are fixed；It connects
Cross bar be installed between two struts on the wall bracket of hole form ladder, cross bar is using 48 × 3.0mm long of diameter of phi 500mm
Steel pipe spacing 300mm, is connected using the fastener device of scaffold with strut, the ladder of the upper lower opening of member, for operating personnel
Upper downhole device.Installation excavation device: supporting frame is fixed on retaining-plate, the hoist engine of elevating mechanism is fixed on
On pedestal, pulley is fixed on the crossbeam of supporting frame, installs rope, and the soil at stake bottom is transported to stake using excavation device
Outside.Install sliding-mode structure: the second pulley of sliding-mode structure uses finished pulley, for promoting and transferring Combined formwork block；It hangs
Rope uses wirerope, and wirerope diameter meets load requirement depending on the weight of template plate, for connecting formwork auxiliary
It is promoted and is transferred；Formwork is process using cast iron plate, is combined by four formworks and is formed template；The connection of formwork is solid
Device is determined, using finished product force-loose fastener, for connecting, fixing, assembled formwork block.With the lower digging of stake holes, breast wall concrete
The continuous of operation is poured, and entirety glides, and meets the operation that pours of breast wall concrete, meets the continuous lower digging of stake holes.Installation is empty
Press: the finished product air compressor machine provided using professional equipment producer is connected by hose with strut, air delivery to stake bottom, with
The decentralization of strut, endlessly air delivery to stake bottom.Stake holes conveys air: excavating to after certain depth, personnel
Before lower stake holes, open air compressor machine, toward stake holes under convey air, it is ensured that the flowing of air under stake holes meets personnel under stake holes and applies
The requirement for the industry that works.Second step earth excavation: under stake holes, air delivery after a certain period of time (30 minutes), stake holes under construction personnel
Operation continues to excavate stake holes.It is unearthed to carry out stake bottom for soil structure out: the earthwork of generation is excavated, by going out soil structure, using hoist engine
As power device, using pulley combination, efficiently, efficiently it is unearthed.The strut of hole wall bracket is transferred to away from stake bottom 100mm: even
It is continuous excavate deep to 1 meter of stake after, continue to transfer strut and locate away from stake bottom 100mm, every 1 meter of the decentralization of strut synchronizes mounting hole wall bracket
Stirrup.Install downhole device: after continuous deep to 1 meter of excavation stake, every 1 meter of the decentralization of strut, using scaffold clasp device
And cross bar, synchronous installation stirrup.Retaining wall reinforcing bar is installed: after excavating 1 meter, retaining wall reinforcing bar, retaining wall reinforcement construction scene being installed
After processing and fabricating is completed, working face is transported to using electronic pulley.Construction personnel installs retaining wall reinforcing bar in hole wall stent outer,
After reinforcement installation finishes, branch dado template.Dado template is using automatic guide chain entirety down-sliding type setting gang form system, dress
It tears open, fix, is easy to use, is efficient.Combined formwork glides: after retaining wall reinforcement installation is completed, sliding-mode structure glides.Decentralization is made
Industry operates completion, construction personnel under stake holes by construction personnel, and the fastener device of form removal block realizes point between formwork
From；Stake top operating personnel manually controls decentralization length according to size is excavated, is sequentially completed four by second pulley and lifting rope
The downslide of formwork；Then, stake holes operating personnel completes the consolidation service of Combined formwork.Pour breast wall concrete: formwork
It glides after assembled complete, breast wall concrete is poured by Grouting Pipe and forms dado structure.Next step earth excavation: retaining wall coagulation
Soil pours finish after, formwork is fixed, under stake holes operating personnel continue excavate be unearthed.
Combine figure embodiment that the utility model is described in detail above, those skilled in the art can root
Many variations example is made to the utility model according to above description.Thus, certain details in embodiment should not constitute practical to this
Novel restriction, the utility model will be using the ranges that the appended claims define as the protection scope of the utility model.
Claims (10)
1. a kind of device of manual digging pile construction characterized by comprising
Retaining-plate on the stake mouth surrounding soil body of caisson corresponds to the stake mouth peripheral region on the retaining-plate and is equipped with covering
The occlusion part of part stake mouth；
The hole wall bracket for being fixedly connected on the occlusion part and being placed in the caisson, the hole wall bracket is with the digging
Hole stake lower digging and splice extension downwards；
Branch is set on the retaining-plate and is correspondingly arranged at the stake mouth soil structure out, and the soil structure out includes can be described
The elevating mechanism moved back and forth between the stake mouth and stake bottom of caisson；
It is hung on the sliding-mode structure in the soil structure out and being placed in the caisson, the sliding-mode structure is located at the hole
The outside of wall bracket, and casting space is formed between the sliding-mode structure and the inner wall of the caisson, the sliding-mode structure
Adjusting can be moved back and forth between the stake mouth and stake bottom of the caisson；And
It is fixedly arranged on the retaining-plate and protrudes into the Grouting Pipe in the caisson, the Grouting Pipe is under the caisson
It digs and splices extension downwards, casting concrete is covered in the borehole with being formed into the casting space by the Grouting Pipe
Dado structure on stake inner wall.
2. the device of manual digging pile construction as described in claim 1, which is characterized in that passed through at the top of the hole wall bracket
It wears the occlusion part of the retaining-plate and is fixedly connected with the occlusion part.
3. the device of manual digging pile construction as claimed in claim 1 or 2, which is characterized in that the hole wall bracket includes
Vertically arranged multiple struts and multiple stirrups spaced and that multiple struts link into an integrated entity.
4. the device of manual digging pile construction as claimed in claim 3, which is characterized in that two in multiple struts
Spaced cross bar is connected between a strut so as to form the ladder of connection stake mouth and stake bottom.
5. the device of manual digging pile construction as described in claim 1, which is characterized in that the soil structure out includes being placed in
Pedestal on the retaining-plate and the supporting frame being fixedly arranged on the pedestal, support frame as described above body correspond to the stake mouth and are equipped with
Crossbeam above the stake mouth installs the elevating mechanism on the crossbeam.
6. the device of manual digging pile construction as claimed in claim 1 or 5, which is characterized in that the elevating mechanism includes
Be fixedly arranged on it is described go out soil structure on first pulley, connect around the rope of the first pulley and with one end of the rope
And the hoist engine for controlling the rope folding and unfolding, the other end of the rope are located at the stake mouth and can protrude into the caisson
It is interior.
7. the device of manual digging pile construction as claimed in claim 5, which is characterized in that the pedestal includes being oppositely arranged
A pair of of supporting beam and support be connected to attachment beam between a pair of of supporting beam, the supporting beam is placed on the retaining-plate and two
End protrudes out the retaining-plate and is placed on the soil body outside the stake mouth.
8. the device of manual digging pile construction as described in claim 1, which is characterized in that the sliding-mode structure includes splicing
The multiple template block of connection and the jack for controlling the formwork lifting moving being connect with the formwork, the receipts
Laying mechanism is fixedly arranged on the soil structure out.
9. the device of manual digging pile construction as claimed in claim 8, which is characterized in that the jack includes fixed
In it is described go out soil structure on second pulley be fixedly connected with one end the lifting rope of the corresponding formwork, the lifting rope it is another
End bypasses second pulley formation operation end, and the lifting moving of the formwork is controlled by the operating side.
10. the device of manual digging pile construction as described in claim 1, which is characterized in that further include being placed in the stake mouth
The air compressor machine at place, the delivery outlet of the air compressor machine are connected with air delivery pipe, and the air delivery pipe protrudes into the caisson.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201820691472.XU CN208309573U (en) | 2018-05-10 | 2018-05-10 | The device of manual digging pile construction |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201820691472.XU CN208309573U (en) | 2018-05-10 | 2018-05-10 | The device of manual digging pile construction |
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| CN208309573U true CN208309573U (en) | 2019-01-01 |
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| CN201820691472.XU Active CN208309573U (en) | 2018-05-10 | 2018-05-10 | The device of manual digging pile construction |
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Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108360504A (en) * | 2018-05-10 | 2018-08-03 | 中国建筑第八工程局有限公司 | The device and its construction method of manual digging pile construction |
| CN113006145A (en) * | 2021-01-13 | 2021-06-22 | 中国水利水电第七工程局成都水电建设工程有限公司 | Reverse construction method construction process for large-diameter working well movable formwork |
| CN114808974A (en) * | 2022-05-25 | 2022-07-29 | 成都环境工程建设有限公司 | Safety protection device for preventing personnel from falling |
-
2018
- 2018-05-10 CN CN201820691472.XU patent/CN208309573U/en active Active
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108360504A (en) * | 2018-05-10 | 2018-08-03 | 中国建筑第八工程局有限公司 | The device and its construction method of manual digging pile construction |
| CN113006145A (en) * | 2021-01-13 | 2021-06-22 | 中国水利水电第七工程局成都水电建设工程有限公司 | Reverse construction method construction process for large-diameter working well movable formwork |
| CN113006145B (en) * | 2021-01-13 | 2022-08-19 | 中国水利水电第七工程局成都水电建设工程有限公司 | Reverse construction method construction process for large-diameter working well movable formwork |
| CN114808974A (en) * | 2022-05-25 | 2022-07-29 | 成都环境工程建设有限公司 | Safety protection device for preventing personnel from falling |
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