CN206616562U - A kind of hydrous fluids silt geotechnical boring stake assembling type steel structure mud pit - Google Patents
A kind of hydrous fluids silt geotechnical boring stake assembling type steel structure mud pit Download PDFInfo
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- CN206616562U CN206616562U CN201720225720.7U CN201720225720U CN206616562U CN 206616562 U CN206616562 U CN 206616562U CN 201720225720 U CN201720225720 U CN 201720225720U CN 206616562 U CN206616562 U CN 206616562U
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- mud pit
- mud
- silt
- plate
- type steel
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Abstract
The utility model discloses a kind of hydrous fluids silt geotechnical boring stake assembling type steel structure mud pit, including：Foundation ditch, mud pit body is provided with the foundation ditch inwall, the mud pit body is combined by shortwall plate and long wallboard, form the appearance slurry space of cubic, it is attached between the shortwall plate and long wallboard by the demountable structure of pin joint structure, the shortwall plate is provided with mud gateway one and mud gateway two, and the mud pit body upper part is provided with slush pump suspension bracket.Disclosure satisfy that under hydrous fluids silt geological conditions foundation ditch easily cave in geology supporting effect be good, assembling degree is high, the number of turnover is more, mud pit is into conditions such as Analysis of Nested Design.
Description
Technical field
The utility model is related to mechanical field, more particularly to a kind of hydrous fluids silt geotechnical boring stake assembled steel knot
Structure mud pit.
Background technology
Have at present in the prior art so several：1st, a kind of assembled light combination environment-protective slurry pond, including be laid on square
The shaped steel crossbeam of four sides of shape framework, stands in some shaped steel perpendicular to each shaped steel crossbeam that are surrounded by of rectangular frame
The shaped steel girder parallel to shaped steel crossbeam is equipped between post, the two adjacent shaped steel columns, is additionally provided with and some is covered in shaped steel
The template for the planar inner that crossbeam, shaped steel column and shaped steel girder are constituted.2nd, one kind is dismantled and assembled has enough to meet the need ground-connecting-wall and drilling filling
Note pile driving construction tool-type mud pit, including side plate and the hooping device being arranged on above side plate for banding side plate, the side plate
To be welded with the retaining wall steel plate of hanger；The hooping device is the stable rectangle being made up of four channel-section steels and four L-type channel-section steel components
Body, the channel-section steel is connected with L-type channel-section steel component.3rd, the bottomless steel case mud pit of split-mounting type, the pulp storage tank and heavy
The bottomless box-structure that shallow lake Chi Junwei is made up of four side shields, during pulp storage tank side is provided with the inside of mud inlet, the side shield
Portion is provided with reinforcement, and it is outside provided with L150mm angle steel outer hoops.4th, a kind of pile foundation mud pit, described mud pit is a steel shield
Cylinder, is provided with a recess on the top of the mud pit of steel pile casting, is provided between the recess and pile foundation casing of mud pit and lets out slurry
Groove, is provided with filtering chute above the mud pit of steel pile casting, and the entrance of the suction line of slush pump is arranged in pile foundation casing,
The outlet of the efferent duct of slush pump is arranged on the top end of filtering chute.5th, a kind of dismountable mud pit, the colour bar cloth
The surface area of bottom 1/3~2/3 is set to base fabric, and the region on remaining top is set to side block cloth, and the base fabric is arranged on ground
On face, side block cloth, the ground that base fabric and bottom are crossed surrounds mud pit pond body；On the outside of the side block cloth and perpendicular to ground
Fence connects and has fence support, is connected between the fence by the cross bar set perpendicular to fence, the cross bar, fence and
Side block cloth is fixed together by connector.The shortcoming of prior art is：1st, environment-protective slurry pond is combined for assembled light,
Connection between its mud pit wallboard does not use pin joint, is not easy to dismounting, and do not account for mud ditch, fence, slush pump branch
Frame, pulp inlet/oulet, hanger etc. are set.2nd, for tool-type mud pit, connection uses bolt between its mud pit wallboard, bolt by
Dismounting is not easy to after mud contamination, and is set without complete consideration mud ditch, fence, slush pump support, pulp inlet/oulet, hanger etc.
Put.3rd, for the bottomless steel case mud pit of combined type, its centre housing upper aperture is arranged on decentralization, and easily alluvial is blocked, in wallboard
I20 I-steel is set in the middle of side, is connected by screw bolts between surrounding steel plate and steel plate, between I-steel and I-steel, mud is dirty
Got rusty easily after not easy-clear after dye, and the long rear connecting bolt corrosion of use time, and complete consideration mud ditch, enclose
Column, slush pump support etc. are set.4th, for pile foundation mud pit, steel pile casting is relatively large in diameter, and height is higher to be not easy to have bad luck, and steel is protected
Mud dregs are not easy to remove in cylinder, do not meet railway standardization construction requirement.5th, for dismountable mud pit, using colour bar
Cloth is easily damaged, and is not easily repaired, and causes to be difficult between spillage, and colour bar cloth and fence closely connected, and not reaching standardized construction will
Ask.
Utility model content
The purpose of this utility model is：Overcome the above-mentioned problems in the prior art, propose a kind of hydrous fluids flour sand
Soil matter drilled pile assembling type steel structure mud pit, disclosure satisfy that under hydrous fluids silt geological conditions foundation ditch easily caves in geology
Supporting effect is good, assembling degree is high, the number of turnover is more, mud pit is into conditions such as Analysis of Nested Design.
The purpose of this utility model is realized by following technical proposals：
A kind of hydrous fluids silt geotechnical boring stake assembling type steel structure mud pit, including：At foundation ditch, the foundation ditch inwall
Provided with mud pit body, the mud pit body is combined by shortwall plate and long wallboard, forms the appearance slurry space of cubic,
It is attached between the shortwall plate and long wallboard by the demountable structure of pin joint structure, the shortwall plate goes out provided with mud
Entrance one and mud gateway two, the mud pit body upper part are provided with slush pump suspension bracket.
A kind of hydrous fluids silt geotechnical boring stake assembling type steel structure mud pit of the present utility model, the mud pit sheet
Parallel with shortwall plate in the middle part of body to be provided with central dividing plate, the central dividing plate is attached with long wallboard by pin joint structure, described
Central dividing plate is provided with grout outlet.
A kind of hydrous fluids silt geotechnical boring stake assembling type steel structure mud pit of the present utility model, the mud comes in and goes out
Mouth one and mud gateway two are located at the side in mud pit body width direction, and the grout outlet is located at mud pit body width side
To other side.
A kind of hydrous fluids silt geotechnical boring stake assembling type steel structure mud pit of the present utility model, the pin joint structure
Including the slot on shortwall plate and the intubation on long wallboard, the intubation is from top to bottom attached through slot.
A kind of hydrous fluids silt geotechnical boring stake assembling type steel structure mud pit of the present utility model, the long wallboard with
It is provided with ruggedized construction between shortwall plate at joint angle between long wallboard and central dividing plate, the ruggedized construction is included located at connection
It is attached between the slot of angle both sides, the slot by pull bar.
A kind of hydrous fluids silt geotechnical boring stake assembling type steel structure mud pit of the present utility model, the pull bar includes
Horizontal part and inserted link portion, the inserted link portion are vertical at horizontal part two ends, and the inserted link portion is wedge structure.
A kind of hydrous fluids silt geotechnical boring stake assembling type steel structure mud pit of the present utility model, the mud comes in and goes out
On-off structure is provided with mouth one, mud gateway two and grout outlet, the on-off structure includes：Port body, the aperture sheet
Body both sides, which are provided between baffle plate, the baffle plate, forms neck, inserted with open and close door in the neck.
A kind of hydrous fluids silt geotechnical boring stake assembling type steel structure mud pit of the present utility model, the long wallboard,
Shortwall plate and central dividing plate upper top are provided with some hangers 7, and the hanger 7 is that two panels combines shape structure, and installing plate is affixed on respectively
The two sides of part.
A kind of hydrous fluids silt geotechnical boring stake assembling type steel structure mud pit of the present utility model, the long wallboard and
Short top of panels is provided with fence slot, the fence slot and is provided with fence.
According to above-mentioned technical proposal, the beneficial effects of the utility model are：Propose a kind of hydrous fluids silt geotechnical boring
Stake assembling type steel structure mud pit, disclosure satisfy that under hydrous fluids silt geological conditions foundation ditch easily caves in geology supporting effect
Good, assembling degree is high, the number of turnover is more, mud pit is into conditions such as Analysis of Nested Design.
Brief description of the drawings
Fig. 1 is a kind of hydrous fluids silt geotechnical boring stake assembling type steel structure mud pit axonometric drawing of the utility model；
Fig. 2 is a kind of hydrous fluids silt geotechnical boring stake assembling type steel structure mud pit top view of the utility model.
Embodiment
The utility model is further described with reference to specific embodiments and the drawings.
In order that the purpose of this utility model, technical scheme and advantage are more clearly understood, below in conjunction with accompanying drawing and implementation
Example, the utility model is further elaborated.It should be appreciated that specific embodiment described herein is only to explain
The utility model, is not used to limit the utility model.
If Fig. 1-2 is a kind of implementation of hydrous fluids silt geotechnical boring stake assembling type steel structure mud pit of the utility model
Example, a kind of hydrous fluids silt geotechnical boring stake assembling type steel structure mud pit, including：Set at foundation ditch 1, the inwall of foundation ditch 1
There is mud pit body, the mud pit body is combined by shortwall plate 3 and long wallboard 2, form the appearance slurry space of cubic,
It is attached between the shortwall plate 3 and long wallboard 2 by the demountable structure of pin joint structure, the shortwall plate 3 is provided with mud
Gateway 1 and mud gateway 2 32 are starched, the mud pit body upper part is provided with slush pump suspension bracket 5, the mud pit body
Middle part is parallel with shortwall plate 3 to be provided with central dividing plate 4, and the central dividing plate 4 is attached with long wallboard 2 by pin joint structure, institute
Central dividing plate 4 is stated provided with grout outlet 41, it is wide that the mud gateway 1 and mud gateway 2 32 are located at mud pit body
The side in direction is spent, the grout outlet 41 is located at the other side in mud pit body width direction, and the pin joint structure includes setting
In the slot on shortwall plate 3 and on long wallboard 2 intubation, the intubation is from top to bottom attached through slot, described
It is provided with ruggedized construction 8 between long wallboard 2 and shortwall plate 3 at joint angle between long wallboard 2 and central dividing plate 4, it is described to reinforce knot
Structure 8 includes being attached by pull bar between the slot located at joint angle both sides, the slot, and the pull bar includes horizontal part and inserted
Bar portion, the inserted link portion is vertical at horizontal part two ends, and the inserted link portion is wedge structure, the mud gateway 1, mud
Starch and on-off structure is provided with gateway 2 32 and grout outlet 41, the on-off structure includes：Port body, the port body two
Side, which is provided between baffle plate, the baffle plate, forms neck, inserted with open and close door in the neck, the long wallboard 2, the and of shortwall plate 3
The upper top of central dividing plate 4 is provided with some hangers 7, and the hanger 7 is that two panels combines shape structure, and the both sides for installing plate are affixed on respectively
Face, the long top of wallboard 2 and shortwall plate 3, which is provided with fence slot, the fence slot, is provided with fence.
Manufacturing process：
1st, mud pit material selection
More for hydrous fluids silt geotechnical boring stake quantity, mud pit sets quantity more, and existing mud pit is set
It is primarily present following shortcoming：
1. using the direct excavation pit formation mud pit of original ground, foundation ditch surrounding, which is easily produced, caves in；
2. using conventional brick mud pit, it is unfavorable for turnover, effect is low, waste of material is big, takes cost of labor high.
And mud pit material selection steel construction pattern had both saved cost and has been beneficial to environmental protection.
2nd, mud pit structure design
Whole mud pit is mainly made up of mud ditch, wallboard, slush pump support, fence.
1. mud pool size
The specific size of mud pit can be designed according to 1.5 times of single drilled pile volume of concrete, be set in the middle of mud pit
One of dividing plate is put, mud pit is divided into circulatory pool and sedimentation basin.
2. mud pit surrounding wallboard is designed
This mud pit surrounding wallboard corner is connected using pin joint, easy to disassemble and assembling.It is provided with mud turnover position
Mud gateway 1 and mud gateway 2 32, so that mud is circulated.
Wallboard：As the Side shuttering of storage mud, wallboard surrounding corner carries out latch connection using square steel.Panel is
δ 6mm steel plates；Horizontal main rib is 100 × 8mm of square steel tube；Vertical ribbed stiffener be channel-section steel 10# [；Top of panels is welded with railing bottom
Seat is 80 × 3mm of square steel tube；Top of panels hanger is δ 10mm steel plates；Wallboard setting width × depth=50 × 50cm mud suitable for reading goes out
Entrance, gateway is provided with active plugboard, and plate panel is δ 6mm steel plates, and handle is φ 20mm round steel；Wall panels end side surface upper part
Connector is provided with lower area, connector is made up of 100 × 8mm of square steel tube, 80 × 6mm and δ 10mm steel plates；Wallboard end
Top side is welded with slush pump bracket base, and base is δ 10mm steel plates, and centre opens up diameter phi 60mm circular holes, so as to mud
Pump bracket upright post socket joint is wherein.
3. mud ditch, fence, slush pump support etc. are set
Mud ditch：Groove is circulated as drilled pile mud.Mud chute panel 6mm steel plates, adpting flange are 10mm
Steel plate, connection reinforcing bar φ 20mm, 48 × 3mm of flange joint steel pipe φ；
Fence：Using combined enclosure, height 1.2m, length 2m.Monolithic upright fence post is between 60 × 60mm square steel, column
Away from 2m, column is connected with being arranged on mud pit surrounding spacing 2m 50 × 50mm square steel socket joints.Fence mesh size be 50 ×
50mm, steel wire steel wire diameter 4mm.Fence bottom surrounding sets the thick skirting boards of the high 3mm of 200mm.
Slush pump support：Hung as slush pump and use support.Rack cross-bar, vertical rod, diagonal brace use 75 × 5mm of ∠ angles
Steel, frame bottom snap ring is made using δ 10mm steel plates, and frame bottom connecting portion uses φ 48 × 3mm steel pipe latches.
3rd, mud pit is installed
Mud pit installation master operation flow is as follows：
1. surveying setting-out
According to construction site drilling pile pier position distance, mud pit plan-position is determined, is measured according to mud pit position dimension
Carry out excavation of foundation pit line setting-out.
2. excavation of foundation pit
Excavation of foundation pit carries out earth excavation using digging machine, and by earthwork transportation to appointed place, excavation of foundation pit line compares mud
Pond sidewall paneling surrounding sideline extends out 50cm, it is ensured that mud pit wallboard can be transferred smoothly when installing.
3. mud pit sidewall paneling is installed
Mud pit sidewall paneling installation is carried out after the completion of excavation of foundation pit immediately, it is to avoid foundation pit collapse, truck crane is used during installation
Carry out, mud pit short side sidewall paneling is first installed, then long side wallboard is installed, then mud pit central dividing plate is installed.
4. slush pump support is installed
Slush pump support is manually directly mounted at mud pit top corner.
5. fence is installed
Fence is that job site is delivered to after putting-out system is performed, and upright fence post is inserted reserved at the top of mud pit by artificial burst
Railing post base, and hang corresponding safety warning signboard.
6. mud ditch is installed
Mud ditch first excavates mud groove soil ditch, excavated section size 50cm with spade when installing according to pier position drilled pile position
Band line is needed to excavate when × 50cm, Tu Gou are excavated, groove corner sets 90 °, and mud groove soil ditch excavates straight from mud pit stock inlet
The assembling of steel construction mud ditch piecemeal is carried out to steel protecting canister for drilled pile construction grout outlet, after channel excavation is good.
Preferred embodiment of the present utility model is the foregoing is only, it is all at this not to limit the utility model
Any modifications, equivalent substitutions and improvements made within the spirit and principle of utility model etc., should be included in the utility model
Protection domain within.
Claims (9)
1. a kind of hydrous fluids silt geotechnical boring stake assembling type steel structure mud pit, it is characterised in that including：Foundation ditch, it is described
Mud pit body is provided with foundation ditch inwall, the mud pit body is combined by shortwall plate and long wallboard, forms cubic
Appearance slurry space, be attached between the shortwall plate and long wallboard by the demountable structure of pin joint structure, the shortwall plate
Mud gateway one and mud gateway two are provided with, the mud pit body upper part is provided with slush pump suspension bracket.
2. a kind of hydrous fluids silt geotechnical boring stake assembling type steel structure mud pit according to claim 1, its feature
It is：Parallel with shortwall plate in the middle part of the mud pit body to be provided with central dividing plate, the central dividing plate passes through pin joint with long wallboard
Structure is attached, and the central dividing plate is provided with grout outlet.
3. a kind of hydrous fluids silt geotechnical boring stake assembling type steel structure mud pit according to claim 2, its feature
It is：The mud gateway one and mud gateway two are located at the side in mud pit body width direction, the grout outlet position
Other side in mud pit body width direction.
4. a kind of hydrous fluids silt geotechnical boring stake assembling type steel structure mud pit according to one of claim 1-3,
It is characterized in that：The pin joint structure includes the slot on the shortwall plate and the intubation on long wallboard, the intubation by
It is attached under up to through slot.
5. a kind of hydrous fluids silt geotechnical boring stake assembling type steel structure mud pit according to Claims 2 or 3, it is special
Levy and be：It is provided with ruggedized construction between the long wallboard and shortwall plate at joint angle between long wallboard and central dividing plate, it is described
Ruggedized construction includes being attached by pull bar between the slot located at joint angle both sides, the slot.
6. a kind of hydrous fluids silt geotechnical boring stake assembling type steel structure mud pit according to claim 5, its feature
It is：The pull bar includes horizontal part and inserted link portion, and the inserted link portion is vertical at horizontal part two ends, and the inserted link portion is wedge shape
Structure.
7. a kind of hydrous fluids silt geotechnical boring stake assembling type steel structure mud pit according to claim 6, its feature
It is：On-off structure is provided with the mud gateway one, mud gateway two and grout outlet, the on-off structure includes：Hole
Mouth body, the port body both sides, which are provided between baffle plate, the baffle plate, forms neck, inserted with open and close door in the neck.
8. a kind of hydrous fluids silt geotechnical boring stake assembling type steel structure mud pit according to claim 7, its feature
It is：The long wallboard, shortwall plate and central dividing plate upper top are provided with some hangers, and the hanger is that two panels combines shape structure,
The two sides for installing plate are affixed on respectively.
9. a kind of hydrous fluids silt geotechnical boring stake assembling type steel structure mud pit according to claim 8, its feature
It is：The long wallboard and short top of panels, which are provided with fence slot, the fence slot, is provided with fence.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720225720.7U CN206616562U (en) | 2017-03-09 | 2017-03-09 | A kind of hydrous fluids silt geotechnical boring stake assembling type steel structure mud pit |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720225720.7U CN206616562U (en) | 2017-03-09 | 2017-03-09 | A kind of hydrous fluids silt geotechnical boring stake assembling type steel structure mud pit |
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| Publication Number | Publication Date |
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| CN206616562U true CN206616562U (en) | 2017-11-07 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201720225720.7U Expired - Fee Related CN206616562U (en) | 2017-03-09 | 2017-03-09 | A kind of hydrous fluids silt geotechnical boring stake assembling type steel structure mud pit |
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| CN (1) | CN206616562U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108951631A (en) * | 2018-09-18 | 2018-12-07 | 江苏华西村海洋工程服务有限公司 | Four pile leader frame construction techniques |
| CN113565096A (en) * | 2021-07-07 | 2021-10-29 | 深圳市中地建设工程有限公司 | Construction method of mud pit in construction site |
-
2017
- 2017-03-09 CN CN201720225720.7U patent/CN206616562U/en not_active Expired - Fee Related
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108951631A (en) * | 2018-09-18 | 2018-12-07 | 江苏华西村海洋工程服务有限公司 | Four pile leader frame construction techniques |
| CN113565096A (en) * | 2021-07-07 | 2021-10-29 | 深圳市中地建设工程有限公司 | Construction method of mud pit in construction site |
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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 | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20171107 |