CN104895331B - Concrete downward ultra-deep combined pumping method and device - Google Patents
Concrete downward ultra-deep combined pumping method and device Download PDFInfo
- Publication number
- CN104895331B CN104895331B CN201510272509.6A CN201510272509A CN104895331B CN 104895331 B CN104895331 B CN 104895331B CN 201510272509 A CN201510272509 A CN 201510272509A CN 104895331 B CN104895331 B CN 104895331B
- Authority
- CN
- China
- Prior art keywords
- pumping
- precipice
- concrete
- pumping installations
- deep
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Active
Links
Classifications
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G21/00—Preparing, conveying, or working-up building materials or building elements in situ; Other devices or measures for constructional work
- E04G21/02—Conveying or working-up concrete or similar masses able to be heaped or cast
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G21/00—Preparing, conveying, or working-up building materials or building elements in situ; Other devices or measures for constructional work
- E04G21/02—Conveying or working-up concrete or similar masses able to be heaped or cast
- E04G21/04—Devices for both conveying and distributing
- E04G21/0418—Devices for both conveying and distributing with distribution hose
- E04G21/0445—Devices for both conveying and distributing with distribution hose with booms
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G21/00—Preparing, conveying, or working-up building materials or building elements in situ; Other devices or measures for constructional work
- E04G21/02—Conveying or working-up concrete or similar masses able to be heaped or cast
- E04G21/025—Buckets specially adapted for use with concrete
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G21/00—Preparing, conveying, or working-up building materials or building elements in situ; Other devices or measures for constructional work
- E04G21/02—Conveying or working-up concrete or similar masses able to be heaped or cast
- E04G21/04—Devices for both conveying and distributing
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G21/00—Preparing, conveying, or working-up building materials or building elements in situ; Other devices or measures for constructional work
- E04G21/02—Conveying or working-up concrete or similar masses able to be heaped or cast
- E04G21/04—Devices for both conveying and distributing
- E04G21/0418—Devices for both conveying and distributing with distribution hose
- E04G21/0445—Devices for both conveying and distributing with distribution hose with booms
- E04G21/0454—Devices for both conveying and distributing with distribution hose with booms with boom vibration damper mechanisms
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G21/00—Preparing, conveying, or working-up building materials or building elements in situ; Other devices or measures for constructional work
- E04G21/02—Conveying or working-up concrete or similar masses able to be heaped or cast
- E04G21/04—Devices for both conveying and distributing
- E04G21/0481—Concrete chutes
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Mechanical Engineering (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- On-Site Construction Work That Accompanies The Preparation And Application Of Concrete (AREA)
- Reciprocating Pumps (AREA)
Abstract
The invention discloses a concrete downward ultra-deep combined pumping method and device which are used for pumping concrete from the top of the precipice of a pit to the bottom of the precipice. The method includes the steps that a first pumping device is arranged on the top of the precipice; a second pumping device and a buffering device which are mutually connected are arranged in the middle of the precipice, the buffering device is connected with the first pumping device, and the second pumping device is connected with a construction area located at the bottom of the precipice; on the top of the precipice, the first pumping device is used for pumping concrete downwards, and the concrete is conveyed to the second pumping device through the buffering device; in the middle of the precipice, the second pumping device is used for pumping the concrete downwards, and the concrete is conveyed to the construction area. According to the concrete downward ultra-deep combined pumping method and device, due to the fact that the second pumping device is arranged in the middle of the precipice, the concrete is pumped stage by stage, and the problem that in the prior art, pumping depth is not large enough, and the pit pumping requirement cannot be met is solved. Due to the fact that the buffering device is arranged in the middle of the precipice, the concrete can be buffered.
Description
Technical field
The present invention relates to technical field of building construction, refer in particular to a kind of downward ultra-deep of concrete and be combined pumping method and dress
Put.
Background technology
At present, to pump up method more ripe for concrete, but architectural carries out concrete some superelevation are special-shaped
When ultra-deep is combined pumping downwards, because the section of special-shaped building is irregular, and pumping depth is larger, and during pumping, concrete produces
Pressure also accordingly larger, construction requirement can not be met using conventional concrete pump down method.
Content of the invention
In view of the problems referred to above, the invention provides a kind of downward ultra-deep of concrete is combined pumping method, for by coagulation
Soil is pumped to the bottom of precipice by the top of the precipice of dell, and methods described includes:
At the top of described precipice, the first pumping installations are set；
At the middle part of described precipice, interconnective second pumping installations and buffer unit are set, by described buffer unit with
Described first pumping installations are connected, and described second pumping installations are connected with the construction area of the bottom positioned at described precipice
Connect；
Carry out downwards concrete pumping at the top of described precipice by described first pumping installations, by concrete through institute
State buffer unit and be delivered to described second pumping installations；
Carry out downwards concrete pumping at the middle part of described precipice by described second pumping installations, by concrete conveyance extremely
Described construction area.
The downward ultra-deep of concrete of the present invention is combined pumping method, by arranging the second pumping installations in the middle part of precipice, right
Concrete carries out pumping stage by stage, solve in prior art pumping depth not cannot meet dell pumping construction will
The problem asked.Because pumping height is too big, the pressure causing during concrete pumping also can be of a relatively high, by setting in the middle part of precipice
The buffer unit put, can enter row buffering to concrete, it is to avoid concrete causes to the second pumping installations because pressure is too big
Damage.
Further improvement is that of the downward compound pumping method of ultra-deep of concrete of the present invention, is arranged at the middle part of described precipice
Described buffer unit, also includes: arranges the first pump line between described buffer unit and described first pumping installations.
Further improvement is that of the downward compound pumping method of ultra-deep of concrete of the present invention, is arranged at the middle part of described precipice
Second pumping installations, also include: arrange the second pump line between described second pumping installations and described construction area.
The downward ultra-deep of concrete of the present invention is combined further improvement is that of pumping method:
The bottom at the top of described precipice to described precipice is divided into multiple pumping zones, in each described pump zone
Described second pumping installations and described buffer unit are set in domain；
By the second pumping installations of any one pumping zones with below this pumping zones and pump zone adjacent thereto
The buffer unit in domain is connected；
The buffer unit of the pumping zones positioned at described precipice the top is connected with described first pump line；
Second pumping installations of the pumping zones positioned at described precipice bottom are connected with described second pump line.
The downward ultra-deep of concrete of the present invention is combined further improvement is that, by concrete through described buffering of pumping method
The angled conveyor that device is delivered to during described second pumping installations is set to 60 °.
Present invention also offers a kind of downward ultra-deep of concrete is combined pumping installations, for by concrete by dell precipice
Top be pumped to the bottom of precipice, described device includes:
First pumping installations, are arranged at the top of described precipice；
Be arranged at middle part interconnective second pumping installations and the buffer unit of described precipice, described buffer unit with
Described first pumping installations are connected by the first pump line, described second pumping installations and construction positioned at the bottom of described precipice
Region is connected by the second pump line.
The downward ultra-deep of concrete of the present invention is combined pumping installations, by arranging the second pumping installations in the middle part of precipice, right
Concrete carries out pumping stage by stage, solve in prior art pumping depth not cannot meet dell pumping construction will
The problem asked.Because pumping height is too big, the pressure causing during concrete pumping also can be of a relatively high, by setting in the middle part of precipice
The buffer unit put, can enter row buffering to concrete, it is to avoid concrete causes to the second pumping installations because pressure is too big
Damage.
The downward ultra-deep of concrete of the present invention is combined further improvement is that of pumping installations, and described buffer unit includes:
Hopper, described hopper top is connected with described first pump line；
Elephant trunk, described elephant trunk top is connected with described hopper, and described elephant trunk bottom is connected with described second pumping installations
Connect.
The downward ultra-deep of concrete of the present invention is combined further improvement is that of pumping installations, and described hopper includes hopper body
With the rubber mat plate being supported in below described hopper body；
The inner side headwall surface of described hopper body is equipped with rubber baffle；
The outside headwall of described hopper body is installed with support shaped steel frame, and described support shaped steel frame bottom is passed through first and buffered
Spring supporting is in described rubber mat plate.
Further improvement is that of the downward compound pumping installations of ultra-deep of concrete of the present invention, is provided with spiral inside described elephant trunk
Bar, described elephant trunk sidepiece offers valve opening, is provided with stop valve in described valve opening.
The downward ultra-deep of concrete of the present invention is combined further improvement is that of pumping installations, and described second pump line passes through to fix
Device is fixed in described precipice, and described fixing device includes:
Gripper shoe, is anchored to described precipice, offers first through hole in the middle part of described gripper shoe；
Second buffer spring, described second buffer spring bottom is fixed in described gripper shoe；
Buffer board, is fixed in described second buffer spring top, offers and described first through hole in the middle part of described buffer board
The second corresponding through hole；
Anchor ear, is fixed in the upper table of described buffer board corresponding to the position of described first through hole and described second through hole
Face, described second pump line is arranged in described anchor ear.
Brief description
Fig. 1 is the flow chart that the downward ultra-deep of concrete of the present invention is combined pumping method.
Fig. 2 is the structural representation that the downward ultra-deep of concrete of the present invention is combined pumping installations.
Fig. 3 is the front view of the first embodiment of buffer unit that the downward ultra-deep of concrete of the present invention is combined pumping installations.
Fig. 4 is the front view of the second embodiment of buffer unit that the downward ultra-deep of concrete of the present invention is combined pumping installations.
Fig. 5 is the top view of the hopper that the downward ultra-deep of concrete of the present invention is combined pumping installations.
Fig. 6 is the structural representation of the elephant trunk that the downward ultra-deep of concrete of the present invention is combined pumping installations.
Fig. 7 is the top view of the fixing device that the downward ultra-deep of concrete of the present invention is combined pumping installations.
Fig. 8 is the side view of the fixing device that the downward ultra-deep of concrete of the present invention is combined pumping installations.
Specific embodiment
In order that the objects, technical solutions and advantages of the present invention become more apparent, below in conjunction with drawings and Examples, right
The present invention is further elaborated.It should be appreciated that specific embodiment described herein is only in order to explain the present invention, not
For limiting the present invention.
Referring to shown in Fig. 1, Fig. 1 is the flow chart that the downward ultra-deep of concrete of the present invention is combined pumping method for cooperation.As Fig. 1 institute
Show, the downward ultra-deep of concrete of the present invention is combined pumping method, for concrete is pumped to precipice by the top of the precipice of dell
Bottom, methods described includes:
Step s1: the first pumping installations are set at the top of described precipice.
Step s2: at the middle part of described precipice, interconnective second pumping installations and buffer unit are set, will be described slow
Flushing device is connected with described first pumping installations, by described second pumping installations and the construction area positioned at the bottom of described precipice
Domain is connected.Preferably, by concrete, angled conveyor when described buffer unit is delivered to described second pumping installations sets
It is set to 60 °.
Step s3: carry out downwards concrete pumping at the top of described precipice by described first pumping installations, by coagulation
Soil is delivered to described second pumping installations through described buffer unit；
Step s4: carry out downwards concrete pumping at the middle part of described precipice by described second pumping installations, by coagulation
Soil is delivered to described construction area.
Further, in step s2, described buffer unit is set at the middle part of described precipice, also includes: described slow
Between flushing device and described first pumping installations, the first pump line is set.
In step s2, the second pumping installations are set at the middle part of described precipice, also include: in described second pumping installations
Second pump line is set and described construction area between.
The downward ultra-deep of concrete of the present invention is combined pumping method, by arranging the second pumping installations in the middle part of precipice, right
Concrete carries out pumping stage by stage, solve in prior art pumping depth not cannot meet dell pumping construction will
The problem asked.Because pumping height is too big, the pressure causing during concrete pumping also can be of a relatively high, by setting in the middle part of precipice
The buffer unit put, can enter row buffering to concrete, it is to avoid concrete causes to the second pumping installations because pressure is too big
Damage.
In a preferred embodiment of the present invention, the bottom at the top of described precipice to described precipice is divided into multiple
Pumping zones, arrange described second pumping installations and described buffer unit in each described pumping zones；By any one pump
Send second pumping installations in region with below this pumping zones and the buffer unit of pumping zones adjacent thereto is connected；
The buffer unit of the pumping zones positioned at described precipice the top is connected with described first pump line；Will positioned at described precipice
Second pumping installations of pumping zones of lower section are connected with described second pump line.So pumping is divided into multiple stages, permissible
Realize the concrete pumping of the deeper foundation ditch of depth.
In order to realize said method, present invention also offers a kind of downward ultra-deep of concrete is combined pumping installations, for inciting somebody to action
Concrete is pumped to the bottom of precipice by the top of the precipice of dell.Refering to shown in Fig. 2, Fig. 2 is that concrete of the present invention surpasses downwards
The structural representation of deep compound pumping installations.As shown in Fig. 2 the downward ultra-deep of concrete of the present invention is combined pumping installations including:
First pumping installations 10, are arranged at the top of precipice 90, and the first pumping installations 10 are preferably automotive pump；
Be arranged at middle part interconnective second pumping installations 20 and the buffer unit 30 of precipice 90, buffer unit 30 with
First pumping installations 10 are connected by the first pump line 40, the second pumping installations 20 and the construction area positioned at the bottom of precipice 90
80 are connected by the second pump line 50, and the second pumping installations 20 are preferably fixed pump.
Further, refer to Fig. 3, Fig. 3 is the buffer unit that the downward ultra-deep of concrete of the present invention is combined pumping installations
The front view of first embodiment.As shown in figure 3, buffer unit 30 includes:
Hopper 310, its top feed mouth of hopper 310 is connected with the first pump line 40；
Elephant trunk 320, the top of elephant trunk 320 is connected with the discharging opening of the bottom of hopper 310, the bottom of elephant trunk 320 and the
Two pumping installations 20 are connected.
In the first embodiment of buffer unit 30 shown in Fig. 3, hopper 310 is tilting, preferably by elephant trunk 320
Angle of inclination be set to 60 °.
In the second embodiment of buffer unit 30 shown in Fig. 4, hopper 310 is rectilinear.
The present invention use shown in Fig. 3 buffer unit 30, i.e. tilting, buffer unit 30 passes through scaffold 60
It is fixed, the angle of inclination of elephant trunk 320 is about 60 °.
Refering to shown in Fig. 5, Fig. 5 is the top view of the hopper that the downward ultra-deep of concrete of the present invention is combined pumping installations.As Fig. 5
Shown, the rubber mat plate 312 that hopper 310 includes hopper body 311 and is supported in hopper body 311 lower section；
Hopper body 311 is rectangular pyramid structure, and hopper body 311 top has charging aperture 3111, hopper body 311 bottom
Portion has discharging opening 3112, and the inner side headwall surface of hopper body 311 is equipped with rubber baffle 3113, the thickness of rubber baffle 3113
Degree is about 20mm, can prevent the impulsive force that the concrete material pumping declines from destroying the headwall of hopper body 311, also function to simultaneously
Certain buffering reduction of speed effect；
The outside headwall of hopper body 311 is installed with support shaped steel frame 313, supports the bottom of shaped steel frame 313 to pass through first
Buffer spring 314 is supported in rubber mat plate 312, and the first buffer spring 314 plays buffering and supports firm effect.Preferably,
Shaped steel frame 313 and the quantity of the first buffer spring 314 is supported to be four, four support shaped steel frame 313 to be respectively supported at hopper
The outside headwall at body 311 four sides, increases the stability of structure.Preferably, support shaped steel frame 313 be enclosed by three root type steel and
The triangular form frame structure becoming, wherein one root type steel is fixed in the outside headwall of hopper body 311, and remaining two root type steel is fixed in
On first buffer spring 314.Preferably, hopper 310 also includes subbolster 315, and subbolster 315 is fixed in the first buffering elastic
The top of spring 314, can reach and preferably consolidate effect.
Refering to shown in Fig. 6, Fig. 6 is the structural representation of the elephant trunk that the downward ultra-deep of concrete of the present invention is combined pumping installations.
As shown in fig. 6, the inside of elephant trunk 320 is provided with the screw rod 321 for blanking, the sidepiece of elephant trunk 320 offers valve opening 322, valve
It is provided with stop valve 323, stop valve 323 can carry out to concrete stopping blanking, by the valve of stop valve 323 at any time in hole 322
3231 close.Wherein, the variable curvature screw rod that screw rod 321 is gradually reduced for curvature, when can play concrete discharging
There iss reduction of speed buffering and concrete is stirred for.Preferably, the quantity of stop valve 323 is two, is respectively arranged at screw rod
321 two ends.
Refering to Fig. 7 and Fig. 8, Fig. 7 is the top view of the fixing device that the downward ultra-deep of concrete of the present invention is combined pumping installations.
Fig. 8 is the side view of the fixing device that the downward ultra-deep of concrete of the present invention is combined pumping installations.As illustrated in figs. 7 and 8, the second pump
Pipe 50 is fixed in precipice 90 by fixing device 70, and fixing device 70 includes:
Gripper shoe 710, gripper shoe 710 is anchored to precipice 90, the middle part of gripper shoe 710 by the anchor pole 711 of diameter phi 25
Offer first through hole, first through hole is preferably opened in the middle part of gripper shoe 710, the bottom of gripper shoe 710 is preferably also entered
One step is provided with diagonal brace 712；
Second buffer spring 720, the bottom of the second buffer spring 720 is fixed in gripper shoe 710 by rubber wedge, and second
The quantity of buffer spring 720 is preferably four, the circumference of four the second buffer springs 720 first through hole along gripper shoe 710
Uniformly it is laid in gripper shoe 710；
Buffer board 730, is fixed in the top of four the second buffer springs 720, and the middle part of buffer board 730 offers and supports
The second corresponding through hole of the first through hole of plate 710, buffer board 730 can slow down the second pumping installations 20 to fixing device 70
Impact, extends the service life of fixing device 70；
The position of the second through hole of anchor ear 740, the first through hole corresponding to gripper shoe 710 and buffer board 730 and affixed
In the upper surface of buffer board 730, the second pump line 50 is arranged in anchor ear 740, can be by adjusting anchor ear 740 by the second pump line 50
Carry out clamping, and then the second pump line 50 is fixed on precipice 90.
The downward ultra-deep of concrete of the present invention is combined pumping installations, by arranging the second pumping installations in the middle part of precipice, right
Concrete carries out pumping stage by stage, solve in prior art pumping depth not cannot meet dell pumping construction will
The problem asked.Because pumping height is too big, the pressure causing during concrete pumping also can be of a relatively high, by setting in the middle part of precipice
The buffer unit put, can enter row buffering to concrete, it is to avoid concrete causes to the second pumping installations because pressure is too big
Damage.
The downward ultra-deep of concrete being exemplified below the present invention is combined a specific embodiment of pumping method and device, at this
The 80 meters of conveyings of the downward ultra-deep of dell hotel project concrete will be solved the problems, such as in embodiment.
The downward ultra-deep of concrete installing the present invention first is combined pumping installations, arranges automotive pump conduct at the top of precipice
First pumping installations, in the middle part of precipice setting fixed pump as the second pumping installations, and install fixing buffering by scaffold
Device, is connected the first pump line between the hopper of buffer unit and automotive pump, the elephant trunk of buffer unit is connected with fixed pump,
It is connected the second pump line between fixed pump and construction area, the second pump line is fixed on precipice by fixing device.
Then using the present invention the downward ultra-deep of concrete be combined pumping method carry out concrete pumping, by automotive pump to
Lower delivering concrete about 37.5m, concrete is delivered in the hopper of buffer unit by the first pump line, then will be mixed by elephant trunk
Solidifying soil is delivered in fixed pump, the delivery head about 15.5m in this stage, and angled conveyor is about 60 °.Finally, fixed pump passes through to use
Fixing device is fixed on the second pump line on precipice by the construction area of concrete conveyance to precipice bottom, and this stage conveys downwards
Depth is about 29m, and precipice bottom available horizontal pump line extends to the range of structures region of construction area.
The downward ultra-deep of concrete of the present invention is combined pumping method and device, by setting the second pumping dress in the middle part of precipice
Put, concrete is carried out with pumping stage by stage, solve a pumping depth in prior art and not cannot meet dell pumping
The problem of construction requirement.Because pumping height is too big, the pressure causing during concrete pumping also can be of a relatively high, by precipice
The buffer unit of middle part setting, can enter row buffering to concrete, it is to avoid concrete is because pressure is too big to the second pumping dress
Put and cause to damage.
The above is only presently preferred embodiments of the present invention, not the present invention is done with any pro forma restriction, though
So the present invention is disclosed above with preferred embodiment, but is not limited to the present invention, any is familiar with this professional technology people
Member, in the range of without departing from technical solution of the present invention, a little change or repaiies when the technology contents of available the disclosure above are made
Adorn the Equivalent embodiments for equivalent variations, as long as being the content without departing from technical solution of the present invention, the technology according to the present invention is real
Any simple modification, equivalent variations and modification that confrontation above example is made, all still fall within the scope of technical solution of the present invention
Interior.
Claims (9)
1. a kind of downward ultra-deep of concrete is combined pumping method, for concrete is pumped to precipice by the top of the precipice of dell
Bottom it is characterised in that methods described includes:
At the top of described precipice, the first pumping installations are set；
At the middle part of described precipice, interconnective second pumping installations and buffer unit are set, by described buffer unit with described
First pumping installations are connected, and described second pumping installations are passed through the second pump with the construction area positioned at the bottom of described precipice
Pipe is connected；
Carry out downwards concrete pumping at the top of described precipice by described first pumping installations, by concrete through described slow
Flushing device is delivered to described second pumping installations；
Carry out downwards concrete pumping at the middle part of described precipice by described second pumping installations, concrete conveyance is extremely described
Construction area；
Wherein, described second pump line is fixed in described precipice by fixing device, and described fixing device includes:
Gripper shoe, is anchored to described precipice, offers first through hole in the middle part of described gripper shoe；
Second buffer spring, described second buffer spring bottom is fixed in described gripper shoe；
Buffer board, is fixed in described second buffer spring top, offers relative with described first through hole in the middle part of described buffer board
The second through hole answered；
Anchor ear, is fixed in the upper surface of described buffer board corresponding to the position of described first through hole and described second through hole,
Described second pump line is arranged in described anchor ear.
2. the downward ultra-deep of concrete as claimed in claim 1 is combined pumping method it is characterised in that middle part in described precipice
Described buffer unit is set, also includes: the first pump line is set between described buffer unit and described first pumping installations.
3. the downward ultra-deep of concrete as claimed in claim 2 is combined pumping method it is characterised in that middle part in described precipice
Second pumping installations are set, also include: the second pump line is set between described second pumping installations and described construction area.
4. the downward ultra-deep of concrete as claimed in claim 3 be combined pumping method it is characterised in that:
The bottom at the top of described precipice to described precipice is divided into multiple pumping zones, in each described pumping zones
Described second pumping installations and described buffer unit are set；
By the second pumping installations of any one pumping zones with below this pumping zones and pumping zones adjacent thereto
Buffer unit is connected；
The buffer unit of the pumping zones positioned at described precipice the top is connected with described first pump line；
Second pumping installations of the pumping zones positioned at described precipice bottom are connected with described second pump line.
5. the downward ultra-deep of the concrete as any one of Claims 1-4 is combined pumping method it is characterised in that will mix
Angled conveyor when described buffer unit is delivered to described second pumping installations for the solidifying soil is set to 60 °.
6. a kind of downward ultra-deep of concrete is combined pumping installations, for concrete is pumped to precipice by the top of the precipice of dell
Bottom it is characterised in that described device includes:
First pumping installations, are arranged at the top of described precipice；
Be arranged at middle part interconnective second pumping installations and the buffer unit of described precipice, described buffer unit with described
First pumping installations are connected by the first pump line, described second pumping installations and construction area positioned at the bottom of described precipice
It is connected by the second pump line；
Wherein, described second pump line is fixed in described precipice by fixing device, and described fixing device includes:
Gripper shoe, is anchored to described precipice, offers first through hole in the middle part of described gripper shoe；
Second buffer spring, described second buffer spring bottom is fixed in described gripper shoe by rubber wedge；
Buffer board, is fixed in described second buffer spring top, offers relative with described first through hole in the middle part of described buffer board
The second through hole answered；
Anchor ear, is fixed in the upper surface of described buffer board corresponding to the position of described first through hole and described second through hole,
Described second pump line is arranged in described anchor ear.
7. the downward ultra-deep of concrete as claimed in claim 6 is combined pumping installations it is characterised in that described buffer unit bag
Include:
Hopper, described hopper top is connected with described first pump line；
Elephant trunk, described elephant trunk top is connected with described hopper, and described elephant trunk bottom is connected with described second pumping installations.
8. the downward ultra-deep of concrete as claimed in claim 7 is combined pumping installations it is characterised in that described hopper includes hopper
Body and the rubber mat plate being supported in below described hopper body；
The inner side headwall surface of described hopper body is equipped with rubber baffle；
The outside headwall of described hopper body is installed with support shaped steel frame, and the first buffer spring is passed through in described support shaped steel frame bottom
It is supported in described rubber mat plate.
9. the downward ultra-deep of concrete as claimed in claim 7 is combined pumping installations it is characterised in that being provided with inside described elephant trunk
Screw rod, described elephant trunk sidepiece offers valve opening, is provided with stop valve in described valve opening.
Priority Applications (6)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610788209.8A CN106437160B (en) | 2015-05-26 | 2015-05-26 | The pump line of the compound pumping of the downward ultra-deep of concrete fixes construction method |
| CN201510272509.6A CN104895331B (en) | 2015-05-26 | 2015-05-26 | Concrete downward ultra-deep combined pumping method and device |
| CN201610788267.0A CN106437164B (en) | 2015-05-26 | 2015-05-26 | Buffer unit for the compound pumping of the downward ultra-deep of concrete |
| CN201610787064.XA CN106401189B (en) | 2015-05-26 | 2015-05-26 | The buffering construction method of the compound pumping of the downward ultra-deep of concrete |
| CN201610792573.1A CN106382009B (en) | 2015-05-26 | 2015-05-26 | For fixing the fixation device of pump line in the compound pumping of the downward ultra-deep of concrete |
| CN201610787089.XA CN106437159B (en) | 2015-05-26 | 2015-05-26 | Buffering hopper for the compound pumping of the downward ultra-deep of concrete |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201510272509.6A CN104895331B (en) | 2015-05-26 | 2015-05-26 | Concrete downward ultra-deep combined pumping method and device |
Related Child Applications (5)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201610787089.XA Division CN106437159B (en) | 2015-05-26 | 2015-05-26 | Buffering hopper for the compound pumping of the downward ultra-deep of concrete |
| CN201610792573.1A Division CN106382009B (en) | 2015-05-26 | 2015-05-26 | For fixing the fixation device of pump line in the compound pumping of the downward ultra-deep of concrete |
| CN201610787064.XA Division CN106401189B (en) | 2015-05-26 | 2015-05-26 | The buffering construction method of the compound pumping of the downward ultra-deep of concrete |
| CN201610788209.8A Division CN106437160B (en) | 2015-05-26 | 2015-05-26 | The pump line of the compound pumping of the downward ultra-deep of concrete fixes construction method |
| CN201610788267.0A Division CN106437164B (en) | 2015-05-26 | 2015-05-26 | Buffer unit for the compound pumping of the downward ultra-deep of concrete |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN104895331A CN104895331A (en) | 2015-09-09 |
| CN104895331B true CN104895331B (en) | 2017-01-18 |
Family
ID=54028256
Family Applications (6)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201610792573.1A Active CN106382009B (en) | 2015-05-26 | 2015-05-26 | For fixing the fixation device of pump line in the compound pumping of the downward ultra-deep of concrete |
| CN201610787064.XA Active CN106401189B (en) | 2015-05-26 | 2015-05-26 | The buffering construction method of the compound pumping of the downward ultra-deep of concrete |
| CN201610788209.8A Active CN106437160B (en) | 2015-05-26 | 2015-05-26 | The pump line of the compound pumping of the downward ultra-deep of concrete fixes construction method |
| CN201610788267.0A Active CN106437164B (en) | 2015-05-26 | 2015-05-26 | Buffer unit for the compound pumping of the downward ultra-deep of concrete |
| CN201510272509.6A Active CN104895331B (en) | 2015-05-26 | 2015-05-26 | Concrete downward ultra-deep combined pumping method and device |
| CN201610787089.XA Active CN106437159B (en) | 2015-05-26 | 2015-05-26 | Buffering hopper for the compound pumping of the downward ultra-deep of concrete |
Family Applications Before (4)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201610792573.1A Active CN106382009B (en) | 2015-05-26 | 2015-05-26 | For fixing the fixation device of pump line in the compound pumping of the downward ultra-deep of concrete |
| CN201610787064.XA Active CN106401189B (en) | 2015-05-26 | 2015-05-26 | The buffering construction method of the compound pumping of the downward ultra-deep of concrete |
| CN201610788209.8A Active CN106437160B (en) | 2015-05-26 | 2015-05-26 | The pump line of the compound pumping of the downward ultra-deep of concrete fixes construction method |
| CN201610788267.0A Active CN106437164B (en) | 2015-05-26 | 2015-05-26 | Buffer unit for the compound pumping of the downward ultra-deep of concrete |
Family Applications After (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201610787089.XA Active CN106437159B (en) | 2015-05-26 | 2015-05-26 | Buffering hopper for the compound pumping of the downward ultra-deep of concrete |
Country Status (1)
| Country | Link |
|---|---|
| CN (6) | CN106382009B (en) |
Families Citing this family (9)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106049501B (en) * | 2016-05-30 | 2018-05-25 | 中建五局第三建设有限公司 | The construction method of the downward delivering concrete of big drop |
| CN106223339B (en) * | 2016-07-14 | 2018-08-17 | 中国建筑第二工程局有限公司 | Ultra-deep foundation pit concrete pumps downwards support system |
| CN108118901B (en) * | 2017-12-08 | 2020-03-20 | 中国建筑第八工程局有限公司 | Reverse pumping concrete device for basement and construction method |
| CN108545444A (en) * | 2018-04-02 | 2018-09-18 | 浙江思凯域新材料有限公司 | The cutting agency of the broken corner material collection device of corium |
| CN114892986A (en) * | 2019-12-31 | 2022-08-12 | 吕光华 | Concrete grouting conveying device for high-rise building construction |
| CN111608060A (en) * | 2020-05-25 | 2020-09-01 | 西安工业大学 | Automatic marking machine for road traffic markings |
| CN112832517B (en) * | 2020-12-31 | 2022-03-29 | 河南方元建筑工程有限公司 | Steel pipe column concrete pouring tool and method for house construction and municipal engineering |
| CN112943955A (en) * | 2021-02-05 | 2021-06-11 | 中国水利水电第五工程局有限公司 | Concrete is swift current valve for swift current to send perpendicularly |
| CN113356592B (en) * | 2021-06-28 | 2022-10-11 | 新兴栈(绵阳)建材有限公司 | Concrete conveying pipe terminal anti-splash device |
Family Cites Families (24)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| GB2395499A (en) * | 2002-11-25 | 2004-05-26 | Patrick Forker | Placing of material in subterranean spaces |
| JP2005213732A (en) * | 2004-01-27 | 2005-08-11 | Chubu Shokusei:Kk | Mortar or concrete spraying apparatus |
| CN100395164C (en) * | 2005-04-21 | 2008-06-18 | 南京顺风气力输送系统有限公司 | Large falling head pneumatic material conveying system |
| JP2007277843A (en) * | 2006-04-04 | 2007-10-25 | Toshiaki Shirota | Flexible boom for placing concrete, and freshly mixed concrete manufacturing equipment |
| CN201825503U (en) * | 2010-07-19 | 2011-05-11 | 毛玉祥 | Impact-resistant elastic wear-resistant liner strip |
| CN202299435U (en) * | 2011-09-06 | 2012-07-04 | 石家庄市军威高新技术研究所 | Comprehensive slurry pump |
| CN202324640U (en) * | 2011-12-07 | 2012-07-11 | 中国建筑第八工程局有限公司 | Steel bracket for ultra-deep downward pumping concrete |
| CN202483183U (en) * | 2012-03-19 | 2012-10-10 | 歌山建设集团有限公司 | Planar shock absorber for vertical mixture conveying pipeline |
| CN102758531B (en) * | 2012-06-06 | 2013-05-15 | 广西壮族自治区公路桥梁工程总公司 | In-pipe concrete vacuum auxiliary filling method for large concrete-filled steel tubular structure and filling system |
| CN202674552U (en) * | 2012-07-04 | 2013-01-16 | 厦门嘉达声学技术工程有限公司 | Pipe vibration isolation structure |
| CN103015649B (en) * | 2012-09-20 | 2015-04-15 | 中国建筑第八工程局有限公司 | Planting concrete stereoscopic construction structure and irrigation system |
| CN202989928U (en) * | 2012-12-04 | 2013-06-12 | 中铁二十三局集团有限公司 | Device capable of transporting concrete downwards |
| CN102966243B (en) * | 2012-12-14 | 2014-12-03 | 惠希文 | Electric remote control concrete hopper |
| CN203082367U (en) * | 2012-12-18 | 2013-07-24 | 中建三局第一建设工程有限责任公司 | Vertical fixing device for concrete pump pipe |
| CN103088826B (en) * | 2013-02-01 | 2015-03-25 | 河南省水利第二工程局 | Concrete vertical conveying pouring system |
| CN203223249U (en) * | 2013-04-07 | 2013-10-02 | 化工部长沙设计研究院 | Deep well slurry full-pipe gravity-flow mobile pumped filling system |
| CN103225305B (en) * | 2013-04-23 | 2016-01-20 | 葛洲坝集团第六工程有限公司 | Three-stage drop-type chute device |
| CN203626256U (en) * | 2013-12-24 | 2014-06-04 | 王维孝 | Shock absorption bracket of concrete delivery pipeline |
| CN103879101B (en) * | 2014-03-27 | 2016-01-13 | 青岛华仁医药包装材料科技有限公司 | A kind of raw material co-blend polypropylene multi-layer co-extrusion infusion film and production method thereof |
| CN203783155U (en) * | 2014-04-24 | 2014-08-20 | 山东电力建设第二工程公司 | Buffering and spill-preventing device for concreting |
| CN104180163A (en) * | 2014-08-08 | 2014-12-03 | 云南大红山管道有限公司 | High-drop falling-type pipeline energy dissipation conveying system |
| CN204297744U (en) * | 2014-11-14 | 2015-04-29 | 重庆市龙山金属材料有限公司 | Steel coil strip material-receiving device |
| CN204280640U (en) * | 2014-11-30 | 2015-04-22 | 吉林省公路机械有限公司 | Energy-absorption type buffering sifting bed |
| CN204781984U (en) * | 2015-05-26 | 2015-11-18 | 中国建筑第八工程局有限公司 | Concrete is to downlap pumping installations compound deeply |
-
2015
- 2015-05-26 CN CN201610792573.1A patent/CN106382009B/en active Active
- 2015-05-26 CN CN201610787064.XA patent/CN106401189B/en active Active
- 2015-05-26 CN CN201610788209.8A patent/CN106437160B/en active Active
- 2015-05-26 CN CN201610788267.0A patent/CN106437164B/en active Active
- 2015-05-26 CN CN201510272509.6A patent/CN104895331B/en active Active
- 2015-05-26 CN CN201610787089.XA patent/CN106437159B/en active Active
Also Published As
| Publication number | Publication date |
|---|---|
| CN106437160A (en) | 2017-02-22 |
| CN106437159A (en) | 2017-02-22 |
| CN106437159B (en) | 2019-10-01 |
| CN106401189A (en) | 2017-02-15 |
| CN106437160B (en) | 2018-10-26 |
| CN106437164B (en) | 2018-12-18 |
| CN106437164A (en) | 2017-02-22 |
| CN106382009A (en) | 2017-02-08 |
| CN104895331A (en) | 2015-09-09 |
| CN106401189B (en) | 2019-01-22 |
| CN106382009B (en) | 2018-12-18 |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN104895331B (en) | Concrete downward ultra-deep combined pumping method and device | |
| CN106284357B (en) | The vertically delivery pipe buffer structure of the downward delivering concrete of structure ultra-deep | |
| CN202023366U (en) | Tie bar structure applicable to cast-in-situ concrete columns | |
| KR101819533B1 (en) | A Base Bracket for the Deck-road | |
| CN105133575B (en) | Suspended formwork supporting device for casting lining on surface of underground continuous wall and construction method | |
| CN204781975U (en) | Concrete buffering connects hopper | |
| CN106133245A (en) | Earth anchor and the construction method of earth anchor | |
| AU2021424267A1 (en) | Arrangement of scaffolding components | |
| KR101150597B1 (en) | Apparatus for file construction corresponding height restriction to and the method thereof | |
| CN107829562A (en) | A kind of floor house masonry panel bears down on one and can automate the construction equipment of construction | |
| CN204781984U (en) | Concrete is to downlap pumping installations compound deeply | |
| CN204781974U (en) | Pump line can be fixed in fixing device of precipice | |
| CN204826663U (en) | Concrete buffering elephant trunk | |
| CN209293826U (en) | A kind of roadway support device | |
| CN209145018U (en) | A kind of connection structure of the partition plate of cantilever stair and floor beam | |
| CN207295768U (en) | Device for piping lane top plate of constructing | |
| CN106120538A (en) | A kind of bridge shear key and installation method | |
| US10640947B1 (en) | In-ground swimming pool form system including support members and related methods | |
| CN202755360U (en) | Front stiffening pile of anchoring part | |
| CN207944459U (en) | Wear the reinforcing bar and fixing templates of steel lattice column | |
| CN106382008B (en) | Buffering material-receiving device and its splicing method for the downward delivering concrete of ultra-deep | |
| CN205855032U (en) | Vibration drawing mechanism | |
| CN205663298U (en) | Security rail | |
| JP3723541B2 (en) | How to prevent the collapse of Mt. Fuji | |
| KR20150115480A (en) | Anchor fixing device of cage substructure |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C06 | Publication | ||
| PB01 | Publication | ||
| C10 | Entry into substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant |