CN205557523U - A concrete placement device for raft foundation - Google Patents
A concrete placement device for raft foundation Download PDFInfo
- Publication number
- CN205557523U CN205557523U CN201620352457.3U CN201620352457U CN205557523U CN 205557523 U CN205557523 U CN 205557523U CN 201620352457 U CN201620352457 U CN 201620352457U CN 205557523 U CN205557523 U CN 205557523U
- Authority
- CN
- China
- Prior art keywords
- elephant trunk
- raft foundation
- trogue
- casting device
- concrete casting
- 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.)
- Expired - Fee Related
Links
Landscapes
- On-Site Construction Work That Accompanies The Preparation And Application Of Concrete (AREA)
Abstract
The utility model relates to a concrete placement device for raft foundation, include: adjacent setting with the waist rail, be fixed in the vertical supporting frame of waist rail through the connecting piece, locate the discharge hopper on the upper portion in the vertical supporting frame, communicate in the vertical section of discharge hopper's elephant trunk, feed through in the elephant trunk slope section of the vertical section of elephant trunk through flange turn, elephant trunk slope section is set up and is extended to through support frame group and waits to build the district, and the trogue group of unloading that the tank car unloaded supplies, the trogue of unloading group locates discharge hopper's top through the trogue support. The utility model discloses a concrete placement device for raft foundation is at the tank car and wait to pour and erect the passageway between the district to can be rapidly and conveniently carry the concrete through the passageway and wait to pour the district, improve the efficiency of construction, reduced the pumping cost of concrete.
Description
Technical field
This utility model relates to the realm of building construction, a kind of concreting for raft foundation
Device.
Background technology
At the realm of building construction, the pouring construction of mass concrete usually occurs.Do according to traditional
Method, it will produce the pumping cost of a lot of concrete, simultaneously the pouring construction time of mass concrete
The longest, efficiency of construction is low.
Utility model content
The purpose of this utility model is to overcome the defect of prior art, it is provided that a kind of for raft foundation
Concrete casting device, solve in prior art that the pouring construction of mass concrete is inefficient asks
Topic.
The technical scheme realizing above-mentioned purpose is: provide the concrete casting device bag for raft foundation
Include:
It is disposed adjacent, is fixed on by connector the vertical supporting frame of described waist rail with waist rail；
The discharge funnel on the top being located in described vertical supporting frame；
It is communicated in the vertical section of elephant trunk of described discharge funnel；
The elephant trunk tilting section of the vertical section of described elephant trunk, described elephant trunk tilting section it is communicated in by flange turnover
Set up by bracing frame group and extend to treat pouring area；And
For the discharging trogue group of tank car discharging, described discharging trogue group propped up by trogue be set up in described in unload
The top of funnel.
This utility model is for the beneficial effect of the concrete casting device of raft foundation:
This utility model and is treated between pouring area at tank car for the concrete casting device of raft foundation
Set up passage such that it is able to quickly and easily be transported to treat pouring area by passage by concrete,
Improve efficiency of construction, decrease the pumping cost of concrete.
This utility model is used for further improvement is that of the concrete casting device of raft foundation, also wraps
Include:
It is located at the splicing groove below the vertical section of described elephant trunk；And
Being communicated in multiple elephant trunk shunting sections of described splicing groove, the plurality of elephant trunk shunting section passes through respectively
Multiple support frame as described above groups set up and extend to treat pouring area.
This utility model is used for further improvement is that of the concrete casting device of raft foundation, described
Connector includes:
It is located at the wall-connecting piece of described waist rail；
One end is embedded in the reinforcing bar of described wall-connecting piece in advance；And
Being sheathed on the steel pipe of the other end of described reinforcing bar, described steel pipe is connected to by described steel tube fastener
Described vertical supporting frame.
This utility model is used for further improvement is that of the concrete casting device of raft foundation, described
Bracing frame group includes multiple bracing frame unit being disposed adjacent, and the height of the plurality of bracing frame unit depends on
Secondary reduction.
This utility model is used for further improvement is that of the concrete casting device of raft foundation, described
Multiple bracing frame unit are connected by transverse bar drawknot.
This utility model is used for further improvement is that of the concrete casting device of raft foundation, described
Discharging trogue group includes multiple discharging trogue unit, the plurality of discharging trogue list of corresponding multiple tank cars
Unit converges at the top of described discharge funnel from multiple directions.
This utility model is used for further improvement is that of the concrete casting device of raft foundation, described
The middle part of the vertical section of elephant trunk is communicated with breeze way by flange, and described breeze way is a tipping tube.
This utility model is used for further improvement is that of the concrete casting device of raft foundation, described
Interal fixation is passed through in raft foundation in the bottom of vertical supporting frame.
Accompanying drawing explanation
Fig. 1 is this utility model the first embodiment for the concrete casting device of raft foundation
Schematic diagram.
Fig. 2 is this utility model the second embodiment for the concrete casting device of raft foundation
Schematic diagram.
Fig. 3 is the enlarged diagram of A in Fig. 1.
Fig. 4 is the structural representation of breeze way in Fig. 2.
Fig. 5 be Fig. 2 vertical supporting frame in discharge funnel, the amplification of the vertical section of elephant trunk and splicing groove show
It is intended to.
Detailed description of the invention
The utility model is described in further detail with specific embodiment below in conjunction with the accompanying drawings.
This utility model provides a kind of concrete casting device for raft foundation, below in conjunction with the accompanying drawings
This utility model is illustrated.
Refering to Fig. 1, it is shown that this utility model is used for the first of the concrete casting device of raft foundation
Plant the schematic diagram of embodiment.Refering to Fig. 2, it is shown that this utility model is for the concrete of raft foundation
Pour the schematic diagram of the second embodiment of device.Shown in Fig. 1 and Fig. 2, this utility model is used
Concrete casting device in raft foundation includes: vertical supporting frame 1, bracing frame group 2, discharging leakage
The shunting of bucket 3, discharging trogue group 4, the vertical section of elephant trunk 5, elephant trunk tilting section 6, splicing groove 7a, elephant trunk
Section 8a, connector 9, wherein vertical supporting frame 1 is disposed adjacent with waist rail 10, by connector 9
Being fixed on waist rail 10, the top in vertical supporting frame 1 is located at by discharge funnel 3, the vertical section of elephant trunk 5
Being communicated in discharge funnel 3, elephant trunk tilting section 6 is communicated in the vertical section of elephant trunk 5 by flange turnover, logical
Cross bracing frame group 2 set up and extend to treat pouring area and extend to treat pouring area 12, discharging trogue group
4 are located at the top of discharge funnel 3 by trogue support 40, and discharging trogue group 4 is unloaded for tank car 11
Material.This utility model is used for the concrete casting device of raft foundation at tank car and the structure of an essay treating pouring area
If playing passage such that it is able to quickly and easily be transported to treat pouring area by passage by concrete, carry
High efficiency of construction, decreases the pumping cost of concrete.
As it is shown in figure 1, in the first embodiment, the platform at tank car 11 place is higher than treating pouring area
12, waist rail 10 is a vertical armored concrete lattice column, and vertical supporting frame 1 is adjacent with waist rail 10
Arrange, be fixed on waist rail 10 by connector 9, it is thus possible to utilize waist rail 10 to keep the steady of self
Gu.Refering to shown in Fig. 3, it is shown that the enlarged diagram of A in Fig. 1.Shown in Fig. 1 and Fig. 3,
Connector 9 includes: wall-connecting piece 90, reinforcing bar 91, steel pipe 92 and steel tube fastener 93, wherein connects wall
Part 90 is located at waist rail 10, in the present embodiment, wall-connecting piece 90 be a cross section be trapezoidal concrete-pile,
Multiple concrete-piles are installed certain spacing and are fixed on along waist rail 10.One end of reinforcing bar 91 is pre-buried
In wall-connecting piece 90, it is simply that when casting concrete stake, one end of reinforcing bar 91 is inserted in concrete-pile,
The other end of reinforcing bar 91 exposes, and steel pipe 92 is sheathed on the other end of reinforcing bar, the one of steel tube fastener 93
End is connected to steel pipe 92, and the other end of steel tube fastener 93 is connected to vertical supporting frame 1, thus vertically
Bracing frame 1, by being fixed on waist rail 10 by connector 9, accomplishes fluently firm basis for follow-up construction.
Interal fixation is passed through in raft foundation in the bottom of vertical supporting frame 1.
Vertical supporting frame 1 is overlapped, by column, cross bar, inclined support bar, the cylindrical frame being formed by connecting, vertical
The angle steel that post, cross bar, inclined support bar use, and form supporting frame with steel structure by the way of welding.
Multiple bracing frame groups 2 are disposed adjacent with vertical supporting frame 1.Bracing frame group 2 includes multiple being disposed adjacent
Bracing frame unit 20, the height of multiple bracing frame unit 20 reduces successively.Multiple bracing frame unit
20 are connected by transverse bar 21 drawknot.Bracing frame group 2 is used for installing elephant trunk tilting section 6 so that slip
The pipe tilting section 6 platform from tank car 11 place extends to treat pouring area 12.Bracing frame group 2 is also
Use the supporting frame with steel structure that angle steel is welded.
The top in vertical supporting frame 1 is located at by discharge funnel 3, is used for connecing concrete.At the present embodiment
In, the funnel-shaped structure that discharge funnel 3 is made for steel plate.The vertical section of elephant trunk 5 is communicated in discharge funnel
The bottom of 3, elephant trunk tilting section 6 is communicated in the vertical section of elephant trunk 5, and is set up in bracing frame group 2,
Extend to treat on pouring area 12.Between tank car 11 and discharge funnel 3, set up trogue support 40, unload
Material trogue group 4 is located on trogue support 40, and tank car 11 passes through discharging trogue group 4 by concrete conveyance
In discharge funnel 3.In the present embodiment, discharging trogue group 4 includes multiple discharging trogue unit 41,
Multiple discharging trogue unit 41 of corresponding multiple tank cars 11 converge at discharge funnel 3 from multiple directions
Top such that it is able to meet multiple stage tank car 11 simultaneously delivering concrete in discharge funnel 3, carry
High transfer efficiency.Specifically, discharge funnel 3 is first installed, then the vertical section of elephant trunk 5 is installed, finally
Elephant trunk tilting section 6 merogenesis from top to bottom is installed.
In the second embodiment, refering to Fig. 4, it is shown that the structural representation of breeze way in Fig. 2.
Shown in Fig. 2 and Fig. 4, vertical section 5a of elephant trunk is long, in order to prevent concrete sinking speed
Fortuitous event occurs the soonest, is communicated with breeze way 50a at the middle part managing vertical section 5a by flange, slow
The section of punching 50a is a tipping tube.
Refering to Fig. 5, it is shown that discharge funnel, the vertical section of elephant trunk and splicing in the vertical supporting frame of Fig. 2
The enlarged diagram of groove.Shown in Fig. 2 and Fig. 5, discharge funnel 3a is set up in vertical supporting frame
Top in 1a, vertical section 5a of elephant trunk is communicated in discharge funnel 3a, splicing groove 7a by flange and is located at
The lower section of vertical section 5a of elephant trunk, at one elephant trunk shunting section 8a of outlet of splicing groove 7a, is slipping
The lower exit port managing vertical section 5a also connects a pipe shunting section 8a, thus by vertical for elephant trunk section 5a
Concrete shunts, and multiple elephant trunk shunting section 8a are set up in multiple bracing frame 20a respectively, extend to
Treat pouring area 12a.Specifically, first it is positioned at the splicing groove 7a of bottom, is then positioned at top
Vertical section 5a of elephant trunk.
This utility model is used for having the beneficial effect that of the concrete casting device of raft foundation
This utility model and is treated between pouring area at tank car for the concrete casting device of raft foundation
Set up passage such that it is able to quickly and easily be transported to treat pouring area by passage by concrete,
Improve efficiency of construction, decrease the pumping cost of concrete.
Above in association with accompanying drawing embodiment, this utility model is described in detail, common skill in this area
This utility model can be made many variations example by art personnel according to the above description.Thus, in embodiment
Some details should not constitute restriction of the present utility model, and this utility model will be with appended claims
The scope defined is as protection domain of the present utility model.
Claims (8)
1. the concrete casting device for raft foundation, it is characterised in that including:
It is disposed adjacent, is fixed on by connector the vertical supporting frame of described waist rail with waist rail；
The discharge funnel on the top being located in described vertical supporting frame；
It is communicated in the vertical section of elephant trunk of described discharge funnel；
The elephant trunk tilting section of the vertical section of described elephant trunk, described elephant trunk tilting section it is communicated in by flange turnover
Set up by bracing frame group and extend to treat pouring area；And
For the discharging trogue group of tank car discharging, described discharging trogue group propped up by trogue be set up in described in unload
The top of funnel.
2. the concrete casting device for raft foundation as claimed in claim 1, its feature exists
In, also include:
It is located at the splicing groove below the vertical section of described elephant trunk；And
Being communicated in multiple elephant trunk shunting sections of described splicing groove, the plurality of elephant trunk shunting section passes through respectively
Multiple support frame as described above groups set up and extend to treat pouring area.
3. the concrete casting device for raft foundation as claimed in claim 1, its feature exists
In, described connector includes:
It is located at the wall-connecting piece of described waist rail；
One end is embedded in the reinforcing bar of described wall-connecting piece in advance；And
Being sheathed on the steel pipe of the other end of described reinforcing bar, described steel pipe is connected to by described steel tube fastener
Described vertical supporting frame.
4. the concrete casting device for raft foundation as claimed in claim 1, its feature exists
In, support frame as described above group includes multiple bracing frame unit being disposed adjacent, the plurality of bracing frame unit
Height reduce successively.
5. the concrete casting device for raft foundation as claimed in claim 4, its feature exists
In, the plurality of bracing frame unit is connected by transverse bar drawknot.
6. the concrete casting device for raft foundation as claimed in claim 1, its feature exists
In, described discharging trogue group includes multiple discharging trogue unit, and corresponding the plurality of of multiple tank cars is unloaded
Material trogue unit converges at the top of described discharge funnel from multiple directions.
7. the concrete casting device for raft foundation as claimed in claim 1, its feature exists
In, the middle part of the vertical section of described elephant trunk is communicated with breeze way by flange, and described breeze way is an inclination
Pipe.
8. the concrete casting device for raft foundation as claimed in claim 1, its feature exists
In, Interal fixation is passed through in raft foundation in the bottom of described vertical supporting frame.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620352457.3U CN205557523U (en) | 2016-04-25 | 2016-04-25 | A concrete placement device for raft foundation |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620352457.3U CN205557523U (en) | 2016-04-25 | 2016-04-25 | A concrete placement device for raft foundation |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN205557523U true CN205557523U (en) | 2016-09-07 |
Family
ID=56806409
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201620352457.3U Expired - Fee Related CN205557523U (en) | 2016-04-25 | 2016-04-25 | A concrete placement device for raft foundation |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN205557523U (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107380984A (en) * | 2017-08-04 | 2017-11-24 | 长江勘测规划设计研究有限责任公司 | Integrated apparatus for the blanking of high aggregate heap, support and buffering |
| CN108560556A (en) * | 2018-05-22 | 2018-09-21 | 北京六建集团有限责任公司 | A kind of deep foundation ditch concrete pumping system and its construction method |
| CN109403329A (en) * | 2018-12-20 | 2019-03-01 | 江苏兆通工程技术有限公司 | A kind of auto-manual system foam concrete conveyance assisting device |
-
2016
- 2016-04-25 CN CN201620352457.3U patent/CN205557523U/en not_active Expired - Fee Related
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107380984A (en) * | 2017-08-04 | 2017-11-24 | 长江勘测规划设计研究有限责任公司 | Integrated apparatus for the blanking of high aggregate heap, support and buffering |
| CN108560556A (en) * | 2018-05-22 | 2018-09-21 | 北京六建集团有限责任公司 | A kind of deep foundation ditch concrete pumping system and its construction method |
| CN109403329A (en) * | 2018-12-20 | 2019-03-01 | 江苏兆通工程技术有限公司 | A kind of auto-manual system foam concrete conveyance assisting device |
| CN109403329B (en) * | 2018-12-20 | 2023-11-21 | 江苏兆通新材料科技有限公司 | Semi-automatic foam concrete conveying auxiliary device |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN205557523U (en) | A concrete placement device for raft foundation | |
| CN102587663A (en) | Concrete construction process of steel tube columns of super-high-rise building | |
| CN201395864Y (en) | Mobile reinforcement shed | |
| CN105544409B (en) | Double guide beam bridge erecting machine sets up combination beam and now spells a section girder steel construction technology | |
| CN106368479A (en) | Bunker bottom structure of multi-point discharging overhead steel concrete composite structure coal bunker and coal bunker | |
| CN108222062B (en) | A kind of underground pipe gallery framework of steel reinforcement temporary fixing rack and longitude and latitude binding method | |
| CN108726348A (en) | A kind of prefabricated overturning and hoisting method of piping lane segment prostrate | |
| CN207847102U (en) | Appts. for transferring ready-mixed concrete | |
| CN209585684U (en) | A kind of top plate exempts from bracing reinforcement component | |
| CN207131967U (en) | A kind of steel cylinder type prestressed pressure concrete pipe erecting device | |
| CN207774614U (en) | A kind of horizontal tray for the storage lifting of prefabricated superimposed sheet | |
| CN201419898Y (en) | Horizontal type storage tank for mortar to be mixed | |
| CN109812027A (en) | A kind of discharging platform and its installation method | |
| AU2021105475A4 (en) | The Three-Fork Type Long and Short Hoses Uniform Flow Device for Inverted Arch Pouring of Railway Tunnel | |
| CN106621910A (en) | Vertical type storage square tank for storing drilling mud | |
| CN103088826B (en) | Concrete vertical conveying pouring system | |
| CN205688821U (en) | A kind of overhanging unloading platform tool-type limit for tonnage support | |
| CN206625230U (en) | Gusset form in deep basal pit assembled combination steel construction | |
| CN206001277U (en) | Natural gas special solid froth breaking integrated apparatus | |
| CN206295862U (en) | A kind of vertical storage side's tank for storing drilling mud | |
| CN217027104U (en) | Novel portable pump sending cable pit concrete placement of exempting from device | |
| CN213572126U (en) | Walking truss of shield muck pool muck outward transport excavator | |
| CN206376557U (en) | Heavy grade Sloping roof concrete casting device | |
| CN210530913U (en) | System for unloading ores in mining site | |
| CN219428986U (en) | Hot-blast furnace masonry feeding system |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| 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: 20160907 |