CN208586631U - Reinforced concrete bearing platform structure - Google Patents
Reinforced concrete bearing platform structure Download PDFInfo
- Publication number
- CN208586631U CN208586631U CN201820804758.4U CN201820804758U CN208586631U CN 208586631 U CN208586631 U CN 208586631U CN 201820804758 U CN201820804758 U CN 201820804758U CN 208586631 U CN208586631 U CN 208586631U
- Authority
- CN
- China
- Prior art keywords
- fixed baffle
- fixed
- tenon
- pipe column
- pillar
- 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
- 239000011150 reinforced concrete Substances 0.000 title abstract description 4
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 39
- 239000010959 steel Substances 0.000 claims abstract description 39
- 239000004567 concrete Substances 0.000 claims abstract description 31
- 238000007789 sealing Methods 0.000 claims description 13
- 238000010276 construction Methods 0.000 abstract description 6
- 238000007711 solidification Methods 0.000 abstract description 2
- 230000008023 solidification Effects 0.000 abstract description 2
- 230000003014 reinforcing effect Effects 0.000 description 7
- 238000005345 coagulation Methods 0.000 description 4
- 230000015271 coagulation Effects 0.000 description 4
- 230000000694 effects Effects 0.000 description 4
- 239000002689 soil Substances 0.000 description 4
- 206010044565 Tremor Diseases 0.000 description 3
- 238000000034 method Methods 0.000 description 3
- 238000005266 casting Methods 0.000 description 2
- 230000008014 freezing Effects 0.000 description 2
- 238000007710 freezing Methods 0.000 description 2
- 230000009286 beneficial effect Effects 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 239000000463 material Substances 0.000 description 1
- 239000007787 solid Substances 0.000 description 1
Landscapes
- Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
Abstract
The utility model discloses a reinforced concrete's cushion cap structure, including construction platform, curb plate and pillar, construction platform's outer wall is connected with the inner membrance all around, and inner membrance outer wall distributes all around has a fixed stop, the curb plate is installed in fixed stop's middle part inboard, and the both sides of curb plate inlay and have the hex screw, the pillar is fixed in the middle part of curb plate, and the end of pillar is provided with the center post, construction platform's inside has run through the steel-pipe column all around, and the inner wall connection of steel-pipe column has the steel bar column, the clamp ring is installed to the inboard of steel-pipe column, fixed stop's outer wall both sides are inlayed and are had the hinge, and the right side distribution of hinge has the roof, the right side middle part of roof is fixed. This reinforced concrete's cushion cap structure is provided with the fixed stop, for bonding between fixed stop, inner membrance and the construction platform three, and after the concrete solidification finishes, the user can directly dismantle the fixed stop through the inner membrance.
Description
Technical field
The utility model relates to reinforced concrete technology field, specially a kind of suspended deck structure of armored concrete.
Background technique
Why armored concrete, which can work together, is determined by the material properties of own, first reinforcing bar and coagulation
Soil has approximately uniform linear expansion coefficient, and excessive stress will not be generated by environment difference, secondly between reinforcing bar and concrete
There is good cohesive force, the surface of reinforcing bar is also machined to spaced rib (referred to as deformed bar) Lai Tigao concrete sometimes
Mechanical snap between reinforcing bar, when this is still not enough to transmit the pulling force between reinforcing bar and concrete, usually by the end of reinforcing bar
Portion bends up 180 degree crotch.
Suspended deck structure in the market needs baffle to accumulate concrete in pouring, and prevents occurring coagulation in use
The case where soil flow is lost, but baffle is likely to occur fixed shakiness in use, the case where collapsing, while steel pipe column is being built
In be likely to occur fixed shakiness, the possibility turned on one's side causes entire suspended deck structure to collapse, for this purpose, it is proposed that a kind of reinforcing bar
The suspended deck structure of concrete.
Utility model content
The purpose of this utility model is to provide a kind of suspended deck structures of armored concrete, to solve in above-mentioned background technique
The suspended deck structure in the market proposed needs baffle to accumulate concrete in pouring, and prevents occurring concrete in use
The case where loss, but baffle is likely to occur fixed shakiness in use, the case where collapsing, while steel pipe column is in building
The problem of being likely to occur fixed unstable, the possibility turned on one's side, entire suspended deck structure caused to collapse.
To achieve the above object, the utility model provides the following technical solutions: a kind of suspended deck structure of armored concrete, packet
Operation platform, side plate and pillar are included, the outer wall surrounding of the operation platform is connected with inner membrance, and the outer wall surrounding of inner membrance is distributed with
Fixed baffle, the side plate is installed on the inside middle portion of fixed baffle, and the two sides of side plate are inlaid with hex screw, the pillar
It being fixed on the middle part of side plate, and the end of pillar is provided with newel, the inside circumference of the operation platform, which runs through, steel pipe column,
And the inner wall of steel pipe column is connected with steel bar column, and clamping ring, the outer wall two of the fixed baffle are equipped on the inside of the steel pipe column
Side is inlaid with hinge, and top plate is distributed on the right side of hinge, and the right side central of the top plate is fixed with tenon, and the two sides of top plate
It is provided with strip of paper used for sealing, the outer wall of the tenon, which runs through, connecting plate.
Preferably, the fixed baffle is in multi-layer spliced shape structure, and between fixed baffle, inner membrance and operation platform three
It is bonded to each other, and is bonding between fixed baffle, inner membrance and operation platform three.
Preferably, the fixed baffle is connected by hinge with top plate, and is connected between fixed baffle and top plate for rotation
It connects.
Preferably, between the pillar and newel in crosswise be distributed, and pillar, newel and fixed baffle three it
Between be screw thread detachable structure.
Preferably, shape is equidistant in a ring is uniformly distributed along the inner wall of steel pipe column for the steel bar column, and steel pipe column is along construction
The central axes of platform are symmetrical.
Preferably, the strip of paper used for sealing is obliquely distributed along the two sides of tenon, and is connected between tenon and connecting plate for tenon shape.
Compared with prior art, the utility model has the beneficial effects that the suspended deck structure of the armored concrete is provided with admittedly
Determine baffle, is bonding between fixed baffle, inner membrance and operation platform three, after concrete setting, user can lead to
It crosses inner membrance directly to disassemble fixed baffle, prevent in casting process, concrete layer is freezing together with fixed baffle, when
When user dismantles, it has not been convenient to dismantle, while fixed baffle is that multi-layer spliced forms, and is not to be welded to form, when user exists
When dismantling fixed baffle, only it need to be extracted into fixed baffle just and can be carried out disassembly, be connected between fixed baffle and top plate for rotation, when making
User is when installing fixed baffle and splicing, in fact it could happen that when the biggish bent angle of radian, user can make according to oneself
Fixed baffle is rotated with demand, fixed baffle is fitted with bent angle to a certain extent, reduces fixed baffle
Gap between concrete is reduced concrete and is largely lost, and the end of pillar is provided with newel, pillar, newel and solid
Determine for screw thread detachable structure between baffle three, pillar plays fixes supporting role well, and user can be by that will prop up
The side plate at column both ends is installed, so that fixed baffle is firmly bonded with operation platform surrounding, while when user needs to tear open
When unloading, side plate is disassembled, is fallen off between fixed baffle and operation platform by disassembly hex screw by user, side
Just user uses, and the two sides of top plate are provided with strip of paper used for sealing, and strip of paper used for sealing is obliquely distributed along the two sides of tenon, tenon and connecting plate it
Between play the role of fixing to clamp well, while tenon shape structure also has certain detachability, when user needs to dismantle,
Tenon need to only be taken out, it will be able to disassemble entire fixed baffle, while strip of paper used for sealing plays good fixed function, Neng Gouyou
Effect reduces the gap between tenon and connecting plate, so that more secured between tenon and connecting plate.
Detailed description of the invention
Fig. 1 is the utility model overlooking structure diagram；
Fig. 2 is the utility model side structure schematic view；
Fig. 3 is the utility model top plate partial enlargement structural representation.
In figure: 1, operation platform, 2, fixed baffle, 3, side plate, 4, hex screw, 5, pillar, 6, newel, 7, inner membrance,
8, clamping ring, 9, steel bar column, 10, steel pipe column, 11, hinge, 12, connecting plate, 13, top plate, 14, strip of paper used for sealing, 15, tenon.
Specific embodiment
The following will be combined with the drawings in the embodiments of the present invention, carries out the technical scheme in the embodiment of the utility model
Clearly and completely describe, it is clear that the described embodiments are only a part of the embodiments of the utility model, rather than whole
Embodiment.Based on the embodiments of the present invention, those of ordinary skill in the art are without making creative work
Every other embodiment obtained, fall within the protection scope of the utility model.
Fig. 1-3 is please referred to, the utility model provides a kind of technical solution: a kind of suspended deck structure of armored concrete, including
Operation platform 1, fixed baffle 2, side plate 3, hex screw 4, pillar 5, newel 6, inner membrance 7, clamping ring 8, steel bar column 9, steel pipe
Column 10, hinge 11, connecting plate 12, top plate 13, strip of paper used for sealing 14 and tenon 15, the outer wall surrounding of operation platform 1 are connected with inner membrance 7, and
The outer wall surrounding of inner membrance 7 is distributed with fixed baffle 2, and fixed baffle 2 is in multi-layer spliced shape structure, and fixed baffle 2,7 and of inner membrance
It is bonded to each other between 1 three of operation platform, and is bonding between 1 three of fixed baffle 2, inner membrance 7 and operation platform, work as coagulation
After soil solidification, user directly can be disassembled fixed baffle 2 by inner membrance 7, be prevented in casting process, coagulation
Soil layer is freezing together with fixed baffle 2, when user's disassembly, it has not been convenient to dismantle, while fixed baffle 2 be multi-layer spliced and
At, it is not to be welded to form, when user is when dismantling fixed baffle 2, only need to be extracted into fixed baffle 2 can be carried out disassembly,
Fixed baffle 2 is connected by hinge 11 with top plate 13, and is rotation connection between fixed baffle 2 and top plate 13, works as user
When installing fixed baffle 2 and being spliced, in fact it could happen that when the biggish bent angle of radian, user can be according to oneself use need
Ask and rotate fixed baffle 2, fixed baffle 2 is fitted with bent angle to a certain extent, reduce fixed baffle 2 with
Gap between concrete is reduced concrete and is largely lost, and side plate 3 is installed on the inside middle portion of fixed baffle 2, and side plate 3
Two sides are inlaid with hex screw 4, and pillar 5 is fixed on the middle part of side plate 3, and the end of pillar 5 is provided with newel 6,5 He of pillar
It is distributed between newel 6 in crosswise, and is screw thread detachable structure, branch between 2 three of pillar 5, newel 6 and fixed baffle
Column 5 plays fixed supporting role well, and user can be by installing the side plate 3 at 5 both ends of pillar, so that fixed gear
Plate 2 is firmly bonded with 1 surrounding of operation platform, while when user needs to dismantle, and user passes through disassembly hex screw 4,
Side plate 3 is disassembled, is fallen off between fixed baffle 2 and operation platform 1, it is user-friendly, operation platform 1 it is interior
Portion's surrounding, which runs through, steel pipe column 10, and the inner wall of steel pipe column 10 is connected with steel bar column 9, and steel bar column 9 is in along the inner wall of steel pipe column 10
Ring-shaped is equidistant to be uniformly distributed, and steel pipe column 10 is symmetrical along the central axes of operation platform 1, and steel pipe column 10 plays well
Load-bearing effect is arranged multiple steel pipe columns 10, can guarantee the stability of structure between steel pipe column 10 and operation platform 1, prevent
Occur 10 bearing capacity of steel pipe column in use to spend greatly, there is a situation where collapsing, while multiple steel bar columns 9 play fixed limit well
Position effect prevents occurring the case where inclination of steel pipe column 10 in use, and the inside of steel pipe column 10 is equipped with clamping ring 8, fixed gear
The outer wall two sides of plate 2 are inlaid with hinge 11, and top plate 13 is distributed in the right side of hinge 11, and the right side central of top plate 13 is fixed with tenon
First 15, and the two sides of top plate 13 are provided with strip of paper used for sealing 14, strip of paper used for sealing 14 is obliquely distributed along the two sides of tenon 15, and tenon 15 and company
It is connected between fishplate bar 12 for tenon shape, plays the role of fixing to clamp well between tenon 15 and connecting plate 12, while tenon shape structure
Also there is certain detachability, when user needs to dismantle, tenon 15 need to only be taken out, it will be able to by entire fixed baffle
2 disassemble, while strip of paper used for sealing 14 plays good fixed function, between capable of effectively reducing between tenon 15 and connecting plate 12
Gap, so that more secured between tenon 15 and connecting plate 12, the outer wall of tenon 15, which runs through, connecting plate 12.
Working principle: for this kind of armored concrete suspended deck structure first by by fixed baffle 2 along operation platform 1
Surrounding is laid with, and the tenon 15 of 13 right end of top plate and strip of paper used for sealing 14 is inserted into connecting plate 12, between tenon 15 and connecting plate 12
For the connection of tenon shape, play the role of fixing to clamp well between tenon 15 and connecting plate 12, while tenon shape structure also has centainly
Detachability, when user needs to dismantle, only tenon 15 need to be taken out, it will be able to entire fixed baffle 2 is disassembled,
Laying in layer is carried out, while user, by installing the side plate 3 at 5 both ends of pillar, one end is connected to fixed gear
Plate 2, the other end are connected to newel 6, so that fixed baffle 2 is firmly bonded with 1 surrounding of operation platform, steel pipe column 10 is along construction
The central axes of platform 1 are symmetrical, and steel pipe column 10 plays good load-bearing effect, and multiple steel pipe columns 10 are arranged, can guarantee steel
The stability of structure between tubing string 10 and operation platform 1 prevents from occurring 10 bearing capacity of steel pipe column in use to spend greatly, collapses
The case where collapsing, finally after laying, user pours operation platform 1, and concrete fits with inner membrance 7, uses
After person only needs to wait for concrete setting, fixed baffle 2 is dismantled, completes the cushion cap of entire armored concrete like this
The use process of structure.
While there has been shown and described that the embodiments of the present invention, for the ordinary skill in the art,
It is understood that these embodiments can be carried out with a variety of variations in the case where not departing from the principles of the present invention and spirit, repaired
Change, replacement and variant, the scope of the utility model is defined by the appended claims and the equivalents thereof.
Claims (6)
1. a kind of suspended deck structure of armored concrete, including operation platform (1), side plate (3) and pillar (5), it is characterised in that: institute
The outer wall surrounding for stating operation platform (1) is connected with inner membrance (7), and fixed baffle (2), institute is distributed in the outer wall surrounding of inner membrance (7)
The inside middle portion that side plate (3) is installed on fixed baffle (2) is stated, and the two sides of side plate (3) are inlaid with hex screw (4), the branch
Column (5) is fixed on the middle part of side plate (3), and the end of pillar (5) is provided with newel (6), the inside of the operation platform (1)
Surrounding, which runs through, to be had steel pipe column (10), and the inner wall of steel pipe column (10) is connected with steel bar column (9), the inside peace of the steel pipe column (10)
Equipped with clamping ring (8), the outer wall two sides of the fixed baffle (2) are inlaid with hinge (11), and are distributed on the right side of hinge (11)
The right side central of top plate (13), the top plate (13) is fixed with tenon (15), and the two sides of top plate (13) are provided with strip of paper used for sealing (14),
The outer wall of the tenon (15), which runs through, connecting plate (12).
2. a kind of suspended deck structure of armored concrete according to claim 1, it is characterised in that: the fixed baffle (2)
It is bonded to each other in multi-layer spliced shape structure, and between fixed baffle (2), inner membrance (7) and operation platform (1) three, and fixed
It is bonding between baffle (2), inner membrance (7) and operation platform (1) three.
3. a kind of suspended deck structure of armored concrete according to claim 1, it is characterised in that: the fixed baffle (2)
It is connected by hinge (11) with top plate (13), and is rotation connection between fixed baffle (2) and top plate (13).
4. a kind of suspended deck structure of armored concrete according to claim 1, it is characterised in that: the pillar (5) and in
It is distributed between stem (6) in crosswise, and detachable for screw thread between pillar (5), newel (6) and fixed baffle (2) three
Structure.
5. a kind of suspended deck structure of armored concrete according to claim 1, it is characterised in that: steel bar column (9) edge
Shape is equidistant in a ring is uniformly distributed for the inner wall of steel pipe column (10), and steel pipe column (10) is symmetrical along the central axes of operation platform (1)
Distribution.
6. a kind of suspended deck structure of armored concrete according to claim 1, it is characterised in that: the strip of paper used for sealing (14) is along tenon
The two sides of head (15) are obliquely distributed, and are connect between tenon (15) and connecting plate (12) for tenon shape.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201820804758.4U CN208586631U (en) | 2018-05-28 | 2018-05-28 | Reinforced concrete bearing platform structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201820804758.4U CN208586631U (en) | 2018-05-28 | 2018-05-28 | Reinforced concrete bearing platform structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN208586631U true CN208586631U (en) | 2019-03-08 |
Family
ID=65534266
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201820804758.4U Expired - Fee Related CN208586631U (en) | 2018-05-28 | 2018-05-28 | Reinforced concrete bearing platform structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN208586631U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109811783A (en) * | 2019-03-18 | 2019-05-28 | 重庆城建控股(集团)有限责任公司 | A kind of main pier bearing platform and its construction method |
-
2018
- 2018-05-28 CN CN201820804758.4U patent/CN208586631U/en not_active Expired - Fee Related
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109811783A (en) * | 2019-03-18 | 2019-05-28 | 重庆城建控股(集团)有限责任公司 | A kind of main pier bearing platform and its construction method |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20190308 Termination date: 20210528 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |