CN110241958A - A kind of cast-in-situ concrete floor structure - Google Patents
A kind of cast-in-situ concrete floor structure Download PDFInfo
- Publication number
- CN110241958A CN110241958A CN201910562481.8A CN201910562481A CN110241958A CN 110241958 A CN110241958 A CN 110241958A CN 201910562481 A CN201910562481 A CN 201910562481A CN 110241958 A CN110241958 A CN 110241958A
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- CN
- China
- Prior art keywords
- hollow cylinder
- fixed frame
- cast
- concrete
- floor structure
- 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.)
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Classifications
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B5/00—Floors; Floor construction with regard to insulation; Connections specially adapted therefor
- E04B5/16—Load-carrying floor structures wholly or partly cast or similarly formed in situ
- E04B5/32—Floor structures wholly cast in situ with or without form units or reinforcements
Abstract
The present invention provides a kind of cast-in-situ concrete floor structure, including joggle truss, the both ends of joggle truss are fixed with fixed frame, one end of fixed frame, which is run through, feed inlet, the side of feed inlet is embedded with gas outlet, one end of gas outlet, which is run through, limiting slot, one end of limiting slot, which is run through, hollow cylinder, the side of hollow cylinder, which is run through, outlet pipe, the side of outlet pipe, which is run through, water storage tank, the internal activity nested encryptions of hollow cylinder have extracting plate, one end sliding of extracting plate has sliding rack, the upper end insertion of joggle truss is fluted, by being provided with hollow cylinder, so that when concrete is increased because hydration reaction temperature occurs for inside, pass through the principle expanded with heat and contract with cold, volume is caused to have slight expansion, when concrete expansion, concrete extrusion sliding rack, sliding rack moves in vertical direction, extracting plate is driven to squeeze hollow cylinder inner air when sliding rack is mobile.
Description
Technical field
The invention belongs to technical field of buildings more particularly to a kind of cast-in-situ concrete floor structures.
Background technique
It is cast-in-place refer to put up template at the scene, reinforcing bar, then the casting concrete in template are installed in template, then again
Form removal, and in-situ layer and precast floor slab are compared, and the globality and shock resistance in house can be enhanced, and have biggish carrying
Power, while heat-insulated, sound insulation, waterproof etc. also have certain advantage.
Such as application No. is the patents of CN200810082642.5, disclose a kind of cast in situ concrete floor, including reinforcing bar
Concrete, component for hole, it is characterised in that component for hole is the integrated member that combiner combines coelosis, is arranged on combiner
The joint part for having group to share, combiner is fluted, and groove location has bracing boom, in this way, being suitable for various cast-in-situ concrete hollow buildings
It is used in lid, roof system, sole plate, wall and hollow bridges.
Found based on above-mentioned retrieval, above-mentioned patent in combination with most cast-in-situ concrete floor structures in the prior art,
It is had the following problems when use:
Because existing cast-in-situ concrete floor structure is when being constructed, need to be poured a large amount of concrete, and concrete is pouring
Usual thickness is larger afterwards, and inside concrete contains large quantity of moisture so that existing concrete pour need to expend a large amount of when
Between be dried, and existing cast-in-situ concrete floor structure can not assist concrete carry out rapid draing so that existing existing
It is longer to pour the concrete building plate construction time, and is to be fitted and connected because being connected between concrete building plate structure and concrete, so that existing concrete
Stability is poor between floor construction and concrete, and can not assist concrete formation.
Then, in view of this, being studied improvement for existing structure and missing, a kind of cast-in-situ concrete floor knot is provided
Structure, to achieve the purpose that with more more practical value.
Summary of the invention
In order to solve the above technical problem, the present invention provides a kind of cast-in-situ concrete floor structures, to solve because existing cast-in-place
Concrete building plate structure needs to be poured a large amount of concrete when being constructed, and concrete usual thickness after pouring is larger, and coagulation
It is native internal to contain large quantity of moisture, so that existing concrete is dried pouring needs and take considerable time, and it is existing existing
Pouring concrete building plate structure can not assist concrete to carry out rapid draing, so that the existing cast-in-situ concrete floor construction time is longer,
And because between concrete building plate structure and concrete connection be to be fitted and connected so that steady between existing concrete building plate structure and concrete
Solidity is poor, and the problem of can not assist concrete formation.
The present invention a kind of purpose and effect of cast-in-situ concrete floor structure, are reached by technological means in detail below: including spelling
Frame is connect, the both ends of joggle truss are fixed with fixed frame, and through there is feed inlet, the side of feed inlet is embedded with outlet for one end of fixed frame
Mouthful, one end of gas outlet is through there is limiting slot, and through there is hollow cylinder, the side of hollow cylinder, which is run through, water outlet for one end of limiting slot
Pipe, through there is water storage tank, the internal activity nested encryptions of hollow cylinder have extracting plate, one end sliding of extracting plate for the side of outlet pipe
There is sliding rack, the upper end insertion of joggle truss is fluted, and the two sides of groove are hinged with swivel bearing, and the two sides of swivel bearing are revolved respectively
Turn have swivel plate and movable plate, the interior Slideslip of movable plate has telescopic mast, and the side of fixed frame is embedded with track, and inside grooves are filled out
Filled with concrete.
Further, the semicircular arc inside for being set to fixed frame of the hollow cylinder, the hollow cylinder and feed inlet
Through connection side in laterally horn-like setting, and sliding rack runs through inside fixed frame and extends the outside of fixed frame.
Further, the sliding rack is slidably connected by concrete with extracting plate in vertical direction, and the extracting plate is logical
Crossing sliding rack is in respectively movable nested encryptions with limiting slot and hollow cylinder, and gas outlet is in setting inverted funnel-shaped.
Further, the swivel plate is connected by swivel bearing and movable plate in 20-45 ° of rotation, the movable plate and
Track is slidably connected in vertical direction, telescopic mast and movable plate movable nested encryptions in vertical direction, and telescopic mast be provided with it is more
Root.
Further, the feed inlet extends through the inside for being set to fixed frame and joggle truss, institute in two-way funnel-form
The side of feed inlet and the side of hollow cylinder are stated through connection, and hollow cylinder inner loop is around being inlaid with aluminum plate.
Further, the diameter of outflow tube is less than hollow cylinder inside diameter, and the water storage tank is set to one end of fixed frame,
And water storage tank runs through connection by outlet pipe and hollow cylinder.
Further, the fixed frame is in the setting of " L " shape, and joggle truss both ends fixed frame is in reversed " Z " shape arrangement
Setting, and fixed frame one end length corresponding with joggle truss is the half of joggle truss.
Compared with prior art, the invention has the following beneficial effects:
1. the present invention is by being provided with hollow cylinder, so that passing through when concrete is increased because hydration reaction temperature occurs for inside
The principle expanded with heat and contract with cold, causes volume to have slight expansion, and when concrete expansion, concrete extrusion sliding rack, sliding rack is in vertical
Histogram drives extracting plate to squeeze hollow cylinder inner air to movement when sliding rack is mobile, and is discharged by gas outlet, makes
Vacuum state can be reached inside hollow cylinder by obtaining, so that this kind of inside configuration air velocity is accelerated, accelerate the water inside concrete
Divide evaporation, and when inside concrete moisture rapid evaporation, steam passes through siphon original by becoming water droplet, water droplet inside hollow cylinder
Reason enters inside outlet pipe inside hollow cylinder, so as to accelerate the rapid evaporation of concrete, and can shorten this kind of structure
Construction time.
2. the present invention is by being provided with swivel plate, so that concrete gravity itself squeezes when concrete enters inside grooves
Swivel plate is pressed, swivel plate drives movable plate to be rotated, movable plate is rotated to track top by swivel bearing, and
After rotation be in triangular shape by movable plate and swivel plate, and after concrete enters inside grooves, can by movable plate and
Swivel plate increases the stability of this kind of structure, and can increase the connection between concrete and this kind of structure, and can assist this
Kind structure is preferably formed.
Detailed description of the invention
Fig. 1 is schematic view of the front view of the invention.
Fig. 2 is joggle truss side structure schematic diagram of the invention.
Fig. 3 is structural schematic diagram at A in Fig. 2 of the invention.
Fig. 4 is structural schematic diagram at B in Fig. 2 of the invention.
Fig. 5 is joggle truss combining structure schematic diagram of the invention.
In figure: 1- joggle truss, 2- groove, 3- fixed frame, 4- water storage tank, 5- feed inlet, the gas outlet 6-, 7- swivel bearing,
8- swivel plate, 9- movable plate, 10- hollow cylinder, 11- sliding rack, 12- extracting plate, 13- limiting slot, 14- outlet pipe, 15- track,
16- telescopic mast, 17- concrete.
Specific embodiment
The present invention is described further below in conjunction with attached drawing:
Embodiment:
As shown in attached drawing 1 to attached drawing 5: a kind of cast-in-situ concrete floor structure, including joggle truss 1, the both ends of joggle truss 1 are fixed with
Fixed frame 3, one end of fixed frame 3 is through there is feed inlet 5, and the side of feed inlet 5 is embedded with gas outlet 6, and one end of gas outlet 6 is passed through
It is installed with limiting slot 13, through there is hollow cylinder 10, the side of hollow cylinder 10, which is run through, outlet pipe 14, outlet pipe for one end of limiting slot 13
Through there is water storage tank 4, the internal activity nested encryptions of hollow cylinder 10 have extracting plate 12, one end sliding of extracting plate 12 for 14 side
There is a sliding rack 11, the upper end insertion fluted 2 of joggle truss 1, the two sides of groove 2 are hinged with swivel bearing 7, and the two of swivel bearing 7
Side rotates respectively swivel plate 8 and movable plate 9, and the interior Slideslip of movable plate 9 has telescopic mast 16, and the side of fixed frame 3 is embedded with
Track 15 is filled with concrete 17 inside groove 2.
The present invention provides a kind of cast-in-situ concrete floor structure, including joggle truss 1, groove 2, fixed frame 3, water storage tank 4, feed inlet
5, gas outlet 6, swivel bearing 7, swivel plate 8, movable plate 9, hollow cylinder 10, sliding rack 11, extracting plate 12, limiting slot 13, water outlet
Pipe 14, track 15, telescopic mast 16 and concrete 17；
Probably referring to Fig. 1 to Fig. 5:
Wherein, the semicircular arc inside for being set to fixed frame 3 of hollow cylinder 10, running through with feed inlet 5 for hollow cylinder 10 connect
Side is connect in laterally horn-like setting, and sliding rack 11 runs through 3 inside of fixed frame and extends the outside of fixed frame 3, passes through setting
There is hollow cylinder 10, so that, by the principle expanded with heat and contract with cold, causing body when concrete 17 is increased because hydration reaction temperature occurs for inside
Product has slight expansion, and when concrete 17 expands, concrete 17 squeezes sliding rack 11, and sliding rack 11 moves in vertical direction, sliding
It drives extracting plate 12 to squeeze 10 inner air of hollow cylinder when moving frame 11 is mobile, and is discharged by gas outlet 6, so that hollow
Vacuum state can be reached inside cylinder 10, so that this kind of inside configuration air velocity is accelerated, accelerate the moisture of 17 the inside of concrete
Evaporation, and when 17 internal moisture rapid evaporation of concrete, for steam by becoming water droplet inside hollow cylinder 10, water droplet passes through siphon
Principle enters inside outlet pipe 14 inside hollow cylinder 10, so as to accelerate the rapid evaporation of concrete 17, and can shorten
The construction time of this kind of structure.
Wherein, sliding rack 11 is slidably connected by concrete 17 with extracting plate 12 in vertical direction, and extracting plate 12 passes through cunning
Moving frame 11 is in respectively movable nested encryptions with limiting slot 13 and hollow cylinder 10, and gas outlet 6 is in setting inverted funnel-shaped, by setting
It is equipped with sliding rack 11, is carried out inside hollow cylinder 10 by the characteristic that concrete 17 expands with heat and contract with cold so that can be facilitated by sliding rack 11
Exhaust, and to achieve the effect that vacuum inside hollow cylinder 10.
Wherein, swivel plate 8 is connected by swivel bearing 7 and movable plate 9 in 20-45 ° of rotation, and movable plate 9 is in track 15
Vertical direction is slidably connected, telescopic mast 16 and movable plate 9 movable nested encryptions in vertical direction, and telescopic mast 16 be provided with it is more
Root, by being provided with swivel plate 8, so that the gravity of concrete 17 itself squeezes swivel plate when concrete 17 enters 2 inside of groove
8, swivel plate 8 drives movable plate 9 to be rotated by swivel bearing 7, and movable plate 9 is rotated to 15 top of track, and
It is after rotation in triangular shape by movable plate 9 and swivel plate 8, and after concrete 17 enters 2 inside of groove, activity can be passed through
Plate 9 and swivel plate 8 increase the stability of this kind of structure, and can increase the connection between concrete 17 and this kind of structure, and energy
This kind of structure is enough assisted preferably to be formed.
Wherein, feed inlet 5 extends through the inside for being set to fixed frame 3 and joggle truss 1, feed inlet 5 in two-way funnel-form
Side and hollow cylinder 10 side through connection, and 10 inner loop of hollow cylinder is around being inlaid with aluminum plate, by being provided with charging
Mouth 5, so that of short duration limit can be carried out to concrete 17 by feed inlet 5 when concrete 17 falls to 5 inside of feed inlet, and
The gravity that concrete 17 is fallen downwards can be increased, by the preferable characteristic of 17 ductility of concrete, concrete 17 is avoided to accumulate.
Wherein, 14 diameter of outlet pipe is less than 10 inside diameter of hollow cylinder, and water storage tank 4 is set to one end of fixed frame 3, and water storage
Slot 4 runs through connection by outlet pipe 14 and hollow cylinder 10, by being provided with outlet pipe 14, so that can be assisted by outlet pipe 14 mixed
The water droplet that solidifying 17 inside of soil generates, which enters inside water storage tank 4, to be collected, and can by 4 inner water droplets of water storage tank temperature compared with
Concrete 17 is assisted to radiate when high.
Wherein, fixed frame 3 is arranged in " L " shape, and 1 both ends fixed frame 3 of joggle truss is in reversed " Z " shape arrangement setting, and solid
The half that one end length corresponding with joggle truss 1 of frame 3 is joggle truss 1 is determined, by being provided with fixed frame 3, so that can be by solid
Determining frame 3 facilitates this kind of structure to be spliced, and can facilitate and carry out Fast Installation to this kind of structure.
The specifically used mode and effect of the present embodiment:
In the present invention, joggle truss 1 and fixed frame 3 are then injected concrete 17 respectively as spliced in Fig. 5 first
The inside of groove 2, concrete 17 squeeze swivel plate 8 side, swivel plate 8 due to 17 gravity of concrete by swivel bearing 7 into
Row rotation, swivel bearing 7 drive movable plate 9 to be rotated, and movable plate 9 inside track 15 by being slided, and movable plate 9 is fast
Drive telescopic mast 16 to internally extend from movable plate 9 during ski-running is dynamic, subsequent user by concrete 17 by feed inlet 5 into
Row filling, facilitates and more preferably connects and be formed between this kind of structure and concrete 17, inside 17 injection 15 of concrete, and coagulation
17 inside of soil occurs hydration reaction temperature and increases, and by the principle expanded with heat and contract with cold, volume is caused to have slight expansion, when concrete 17
When expansion, concrete 17 squeezes sliding rack 11, and sliding rack 11 moves in vertical direction, and sliding rack 11 drives extracting plate 12 in vertical
Histogram is to the inside of insertion limiting slot 13, and extracting plate 12 empties 10 inner air of hollow cylinder by gas outlet 6, and empty
It is in vacuum inside heart cylinder 10, so that this kind of inside configuration air velocity is accelerated, accelerates the moisture evaporation of 17 the inside of concrete, and works as
When 17 internal moisture rapid evaporation of concrete, steam passes through siphon principle from sky by becoming water droplet, water droplet inside hollow cylinder 10
Enter inside outlet pipe 14 inside heart cylinder 10.
Using technical solution of the present invention or those skilled in the art under the inspiration of technical solution of the present invention, if
Similar technical solution is counted out, and reaches above-mentioned technical effect, is to fall into protection scope of the present invention.
Claims (9)
1. a kind of cast-in-situ concrete floor structure, including joggle truss (1), it is characterised in that: the both ends of joggle truss (1) are fixed with fixed frame
(3), through having feed inlet (5), the upper end of joggle truss (1) is embedded in fluted (2) for one end of fixed frame (3), groove (2), charging
Mouth (5) and inside are filled with concrete (17).
2. a kind of cast-in-situ concrete floor structure as described in claim 1, it is characterised in that: the side of the feed inlet (5) is embedded with
Gas outlet (6), one end of the gas outlet (6) is through there is limiting slot (13), while gas outlet (6) are in setting inverted funnel-shaped.
3. a kind of cast-in-situ concrete floor structure as described in claim 1, it is characterised in that: one end of the limiting slot (13), which is run through, to be had
Hollow cylinder (10), the side of the hollow cylinder (10) is through having outlet pipe (14), and hollow cylinder (10) is semicircular arc is set to
The inside of fixed frame (3).
4. a kind of cast-in-situ concrete floor structure as described in claim 1, it is characterised in that: the hollow cylinder (10) and feed inlet
(5) through connection side in laterally horn-like setting, and sliding rack (11) is internal through fixed frame (3) and extends fixed frame (3)
Outside.
5. a kind of cast-in-situ concrete floor structure as described in claim 1, it is characterised in that: the two sides of the groove (2) are hinged with rotation
Shaft is held (7), and the two sides of the swivel bearing (7) rotate respectively swivel plate (8) and movable plate (9), and swivel plate (8) passes through rotation
Shaft is held (7) and movable plate (9) and is connected in 20-45 ° of rotation.
6. a kind of cast-in-situ concrete floor structure as described in claim 1, it is characterised in that: the side of the fixed frame (3) is embedded with
Track (15), and movable plate (9) is slidably connected in vertical direction with track (15).
7. a kind of cast-in-situ concrete floor structure as described in claim 1, it is characterised in that: the side of the hollow cylinder (10), which is run through, to be had
Outlet pipe (14), and the side of outlet pipe (14) is through there is water storage tank (4).
8. a kind of cast-in-situ concrete floor structure as described in claim 1, it is characterised in that: outlet pipe (14) diameter is less than hollow
Cylinder (10) inside diameter, the water storage tank (4) is set to the one end of fixed frame (3), and water storage tank (4) passes through outlet pipe (14) and sky
Heart cylinder (10) is through connection.
9. a kind of cast-in-situ concrete floor structure as described in claim 1, it is characterised in that: the fixed frame (3) is in " L " shape
Setting, joggle truss (1) the both ends fixed frame (3) is in reversed " Z " shape arrangement setting, and fixed frame (3) is corresponding with joggle truss (1)
One end length is the half of joggle truss (1).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201910562481.8A CN110241958A (en) | 2019-06-26 | 2019-06-26 | A kind of cast-in-situ concrete floor structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201910562481.8A CN110241958A (en) | 2019-06-26 | 2019-06-26 | A kind of cast-in-situ concrete floor structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN110241958A true CN110241958A (en) | 2019-09-17 |
Family
ID=67889671
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201910562481.8A Withdrawn CN110241958A (en) | 2019-06-26 | 2019-06-26 | A kind of cast-in-situ concrete floor structure |
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| Country | Link |
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| CN (1) | CN110241958A (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111955212A (en) * | 2020-08-11 | 2020-11-20 | 范刚 | Landscape plant maintenance of equipment |
Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN101591889A (en) * | 2008-12-26 | 2009-12-02 | 中铁大桥局股份有限公司 | The cast-in-place section construction in large span continuous rigid frame bridge pier top method for controlling hydration heat |
| CN202017290U (en) * | 2011-03-25 | 2011-10-26 | 杨林 | Cast-in-place concrete hollow floor system inner module |
| CN203383228U (en) * | 2013-07-01 | 2014-01-08 | 苏州建鑫建设集团有限公司 | Cast-in-place concrete light tubular column wallboard |
| CN107687219A (en) * | 2017-07-24 | 2018-02-13 | 北京城建十建设工程有限公司 | For the preparation method of the connection component and superimposed sheet that make superimposed sheet |
-
2019
- 2019-06-26 CN CN201910562481.8A patent/CN110241958A/en not_active Withdrawn
Patent Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN101591889A (en) * | 2008-12-26 | 2009-12-02 | 中铁大桥局股份有限公司 | The cast-in-place section construction in large span continuous rigid frame bridge pier top method for controlling hydration heat |
| CN202017290U (en) * | 2011-03-25 | 2011-10-26 | 杨林 | Cast-in-place concrete hollow floor system inner module |
| CN203383228U (en) * | 2013-07-01 | 2014-01-08 | 苏州建鑫建设集团有限公司 | Cast-in-place concrete light tubular column wallboard |
| CN107687219A (en) * | 2017-07-24 | 2018-02-13 | 北京城建十建设工程有限公司 | For the preparation method of the connection component and superimposed sheet that make superimposed sheet |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111955212A (en) * | 2020-08-11 | 2020-11-20 | 范刚 | Landscape plant maintenance of equipment |
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| WW01 | Invention patent application withdrawn after publication |
Application publication date: 20190917 |
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