CN208633261U - The prefabricated platform that floats - Google Patents
The prefabricated platform that floats Download PDFInfo
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- CN208633261U CN208633261U CN201820834991.7U CN201820834991U CN208633261U CN 208633261 U CN208633261 U CN 208633261U CN 201820834991 U CN201820834991 U CN 201820834991U CN 208633261 U CN208633261 U CN 208633261U
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- prefabricated component
- reinforcing bar
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Abstract
The utility model relates to a kind of prefabricated platforms that floats, including lateral prefabricated component and vertical prefabricated component, the transverse direction prefabricated component connects reinforcing bar towards the first connection reinforcing bar exposed outside for connecting vertical prefabricated component and for the second of connecting wall, the vertical prefabricated component connects reinforcing bar towards the third connection reinforcing bar exposed outside for connecting lateral prefabricated component and for the 4th of connecting wall, it is connected with each other between the first connection reinforcing bar and third connection reinforcing bar, two lateral prefabricated components and two vertical prefabricated components is made to connect and surround the table frame that floats.The table frame that floats is composed by lateral prefabricated component and vertical prefabricated component, by adjusting the spacing of lateral prefabricated component and vertical prefabricated component, change the size for the table frame that floats, when the platform that floats is prefabricated, worker can pour into again the prefabricated platform that floats according to the spacing floatd platform size and adjust lateral prefabricated component and vertical prefabricated component, connect that the platforms that float that are firm, adapting to sizes are prefabricated, reduce production cost and difficulty of construction, improve the prefabricated platform practicability that floats.
Description
Technical field
The utility model relates to building field, in particular to a kind of prefabricated platform that floats.
Background technique
The general rectangular and trapezoidal shapes of the window that floats have daylighting, performance of ventilating good to outdoor protrusion, unobscured, increase indoor
The advantages that usable floor area, social recognition degree are high.In recent years, assembled architecture is quickly grown, and high accounting and high prefabrication and assembly construction rate are wanted
It asks so that the prefabricated window that floats is using relatively broad.
The prefabricated existing way of the window that floats often utilizes the fixed die station of factory, by tailored template realize disposable one-piece casting at
Type；Then pass through reserved steel bar when assembled in situ to connect with whole pour of outer framework.The way is floatd window good integrity, but is limited to building function
It can require, window change in size of floaing is more, can not achieve mass production, and production efficiency is low, and factory's formwork demoulding is difficult, template benefit
It is low with rate；Scene is limited by the prefabricated window that floats, and nearby the demoulding of beam forms formwork is difficult for the window that floats, and overall cost is higher.
Utility model content
The purpose of the utility model is to overcome above-mentioned the shortcomings of the prior art, and provide a kind of adaptation sizes
The platform that floats is prefabricated, the prefabricated platform that floats of one kind that reduces live formwork, be connected firmly.
Purpose of the utility model is realized as follows:
A kind of prefabricated platform that floats, including lateral prefabricated component and vertical prefabricated component, transverse direction prefabricated component court expose outside for connecting
It connects the first connection reinforcing bar of the vertical prefabricated component and connects reinforcing bar, the vertical prefabricated component court for the second of connecting wall
It exposes outside the third connection reinforcing bar for connecting the lateral prefabricated component and connects reinforcing bar for the 4th of connecting wall, it is described
It is connected with each other between first connection reinforcing bar and third connection reinforcing bar, connects the lateral prefabricated component and the vertical prefabricated component
It connects and surrounds the table frame that floats.The table frame that floats is composed by the lateral prefabricated component and the vertical prefabricated component, is passed through
The spacing of the lateral prefabricated component and the vertical prefabricated component is adjusted, the size for the table frame that floats described in change, to solve tradition
Prefabricated platform integral type of floaing pours mode, leads to the prefabricated single disadvantage of platform size of floaing, when the platform that floats is prefabricated, worker can basis
Platform size of floaing and the spacing for adjusting the lateral prefabricated component and the vertical prefabricated component pours into the prefabricated platform that floats again, it is firm to connect,
The platform that floats for adapting to sizes is prefabricated, improves the prefabricated platform practicability that floats.
The purpose of this utility model can also be solved using following technical measures:
As more specific scheme, the spacing between vertical prefabricated component described in the transverse direction prefabricated component and one end is according to institute
It states the size for the platform that floats and adjusts.
As more specific scheme, the institute of the first connection reinforcing bar and the vertical prefabricated component of the transverse direction prefabricated component
It states third connection reinforcing bar to be connected with each other, the first connection reinforcing bar connects rebar junction casting cement mortar shape with the third
At rear pouring section, section is poured after described and is securely joined together the lateral prefabricated component and the vertical prefabricated component.Worker is logical
The spacing of transverse direction prefabricated component described in drawing size adjusting and the vertical prefabricated component is crossed, then toward the lateral prefabricated component and described
Vertically casting cement mortar pours section between prefabricated component after being formed, and the length of section is poured after described with the lateral prefabricated component and is erected
Change to the spacing between prefabricated component and change, section is poured after described and connects the lateral prefabricated component with the vertical prefabricated component
At the table frame that floats.
As more specific scheme, the transverse direction prefabricated component includes upper lateral prefabricated component and lower lateral prefabricated component, described perpendicular
It include left vertical prefabricated component and right vertical prefabricated component to prefabricated component, it is the upper lateral prefabricated component, the right vertical prefabricated component, described
Lower transverse direction prefabricated component and the left vertical prefabricated component surround the rectangular table frame that floats.
As more specific scheme, the upper lateral prefabricated component and the lower lateral prefabricated component parallel interval setting are described
The left side of the upper lateral prefabricated component and the lower lateral prefabricated component is arranged in left vertical prefabricated component, and the right vertical prefabricated component is set
It sets on the right side of the upper lateral prefabricated component and the lower lateral prefabricated component.
As more specific scheme, the upper lateral prefabricated component includes upper junction plate and lower connecting plate, the upper junction plate
Connect the upper lateral prefabricated component to form " L " shape with the lower connecting plate, a left side for the upper junction plate and the lower connecting plate,
Right both ends extend outwardly out it is described first connection reinforcing bar, the upper junction plate back side extend outwardly out it is described second connection steel
Muscle, the left and right both ends of the lower lateral prefabricated component extend outwardly out the first connection reinforcing bar.
As more specific scheme, the left vertical preform side wall corresponds to the upper lateral prefabricated component and the lower transverse direction
The first connection reinforcement location of prefabricated component left end is provided with the third connection reinforcing bar, and the left vertical prefabricated component back side is set
It is equipped with the 4th connection reinforcing bar, the right vertical preform side wall corresponds to the upper lateral prefabricated component and the lower transverse direction is prefabricated
The first connection reinforcement location of part right end is provided with the third connection reinforcing bar, and the right vertical prefabricated component back side is provided with
The 4th connection reinforcing bar.
As more specific scheme, the 4th connection reinforcing bar is vertical pre- along the left vertical prefabricated component and the right side respectively
The short transverse of product is alternatively arranged.
As more specific scheme, the upper lateral prefabricated component is vertical pre- with the left vertical prefabricated component, the right side respectively
Product junction casting cement mortar formed it is described after pour section, the lower lateral prefabricated component respectively with the vertical prefabricated component in a left side
The rear pouring section is formed with the right vertical prefabricated component junction casting cement mortar.
As more specific scheme, the transverse direction prefabricated component and vertical prefabricated component are cement mortar and reinforcing bar mixing solidification
Made of combination.
The beneficial effects of the utility model are as follows:
(1) it is composed due to floaing table frame by lateral prefabricated component and vertical prefabricated component, by adjusting lateral prefabricated component
With the spacing of vertical prefabricated component, change the size for the table frame that floats, so that solving the prefabricated platform integral type of floaing of tradition pours mode, causes
The prefabricated single disadvantage of platform size of floaing, when the platform that floats of the utility model is prefabricated, worker can adjust laterally pre- according to platform size is floatd
The spacing of product and vertical prefabricated component pours into the prefabricated platform that floats again, and it is firm to connect, and the platform that floats for adapting to sizes is prefabricated, improves pre-
Make the platform practicability that floats.
(2) worker passes through the spacing of drawing size adjusting transverse direction prefabricated component and vertical prefabricated component, then by lateral prefabricated component
The first connection reinforcing bar connect reinforcing bar interconnection with the third of vertical connector, connect reinforcing bar toward first and with third connect reinforcing bar
Junction casting cement mortar formed between lateral prefabricated component and vertical prefabricated component spacing change and change rear pouring
Section, lateral prefabricated component and vertical prefabricated component are connected into the table frame that floats that size meets by rear pouring section, easy to operate, and are connected
It is firm.
Detailed description of the invention
Fig. 1 is the schematic diagram of the prefabricated platform that floats of utility model.
Fig. 2 is the lateral prefabricated component schematic diagram of the prefabricated platform that floats of the utility model.
Fig. 3 is the vertical prefabricated component schematic diagram of the prefabricated platform that floats of the utility model.
Specific embodiment
The utility model is further described with reference to the accompanying drawings and embodiments:
Embodiment: in conjunction with shown in Fig. 1 to Fig. 3, a kind of prefabricated platform that floats, including lateral prefabricated component 1 and vertical prefabricated component 2, institute
It states lateral prefabricated component 1 and the vertical prefabricated component 2 is that cement mortar and reinforcing bar mix concretionary combination.
The transverse direction prefabricated component 1 includes upper lateral prefabricated component 11 and lower lateral prefabricated component 12, the upper lateral prefabricated component 11
Including upper connector 111 and lower connector 112, upper connector 111 and lower connector 112 connect into lateral prefabricated component in " L " type
1, what the left and right both ends of the upper connector 11 and lower connector 112 extended for connecting the vertical prefabricated component 2 first connects
Reinforcing bar 3 is connect, 111 back side of upper connector, which is extended, connects reinforcing bar 4 for the second of connecting wall.The lower lateral prefabricated component 12
Extend the first connection reinforcing bar 3 for connecting vertical prefabricated component in left and right both ends.
The upper lateral prefabricated component 11 and lower lateral 12 parallel interval of prefabricated component setting are in the present embodiment one on one
Lower setting, the vertical prefabricated component 2 include left vertical prefabricated component 21 and right vertical prefabricated component 22, and the left vertical prefabricated component 21 is set
It sets in upper lateral prefabricated component 11 and lower 12 left side of lateral prefabricated component, the corresponding lateral prefabricated component 11 of 21 side wall of Zuo Shuxiang prefabricated component
Third connection reinforcing bar 5, Zuo Shuxiang is extended in first connection 3 position of reinforcing bar of the first connection reinforcing bar 3 and lower lateral prefabricated component 12
The back side of prefabricated component 21 is extended along its short transverse interval connects reinforcing bar 6 for the 4th of connecting wall the.It is described right vertical pre-
For the setting of product 22 in upper lateral prefabricated component 11 and lower 12 right side of lateral prefabricated component, right vertical 22 side wall of prefabricated component is corresponding upper laterally pre-
First connection reinforcing bar 3 of the first connection reinforcing bar 3 of product 11 and lower lateral prefabricated component 12 extends third connection reinforcing bar 5, right
The back side of vertical prefabricated component 22 is extended along its short transverse interval connects reinforcing bar 6 for the 4th of connecting wall the.
When it is prefabricated float platform when, upper lateral prefabricated component 11 and lower lateral prefabricated component 12 are arranged worker one on the other, will be left perpendicular
To the setting of prefabricated component 21 in upper lateral prefabricated component 11 and lower 12 left side of lateral prefabricated component, right vertical prefabricated component 22 is arranged in upper cross
To prefabricated component 11 and lower 12 right side of lateral prefabricated component, then according to platform drawing size adjusting of floaing left vertical prefabricated component 21, upper transverse direction
The position of prefabricated component 11, lower lateral prefabricated component 12 and right vertical prefabricated component 22, then connects reinforcing bar for the first of lateral prefabricated component 1
3 connect the interconnection of reinforcing bar 5 with the third of vertical prefabricated component 2, and finally up lateral prefabricated component 11 connects with left vertical prefabricated component 21
Connect gap, upper lateral prefabricated component 11 and 22 joint gap of right vertical prefabricated component, lower lateral prefabricated component 12 and left vertical prefabricated component 21
Vertically 22 joint gap of prefabricated component pours section after casting cement mortar is formed respectively with the right side for joint gap and lower lateral prefabricated component 12
8, rear section 8 of pouring changes with the spacing between lateral prefabricated component 1 and vertical prefabricated component 2 and is changed, and rear section 8 of pouring will be laterally prefabricated
Part 1 and vertical prefabricated component 2 connect into the table frame 7 that floats that size meets, easy to operate, and connection is firm, reduces a variety of die station
Demand.
Finally, connecting reinforcing bar 4 and the 4th connection steel for the second of the table frame 7 that floats when the table frame 7 that floats is assembled with house wall
The reinforcing bar that muscle 6 is reserved with wall respectively connect, and section 8 is poured after being formed toward junction casting cement mortar, and pouring section 8 will float platform afterwards
Frame 7 and wall are combined together, easy to operate, are avoided live formwork from manufacturing the platform that floats, are greatly shortened the duration.
Claims (10)
1. a kind of prefabricated platform that floats, it is characterised in that: including lateral prefabricated component (1) and vertical prefabricated component (2), the transverse direction prefabricated component
(1) connect towards the first connection reinforcing bar (3) exposed outside for connecting the vertical prefabricated component (2) and for the second of connecting wall
It connects reinforcing bar (4), the vertical prefabricated component (2) connects reinforcing bar (5) towards the third exposed outside for connecting the lateral prefabricated component (1)
And reinforcing bar (6) are connected for the 4th of connecting wall, phase between first connection reinforcing bar (3) and third connection reinforcing bar (5)
It connects, the lateral prefabricated component (1) and the vertical prefabricated component (2) is made to connect and surround the table frame that floats (7).
2. the prefabricated platform that floats according to claim 1, it is characterised in that: vertical described in the transverse direction prefabricated component (1) and one end
Spacing between prefabricated component (2) is adjusted according to the size for the platform that floats.
3. the prefabricated platform that floats according to claim 2, it is characterised in that: the first connection steel of the transverse direction prefabricated component (1)
Muscle (3) connects reinforcing bar (5) interconnection, first connection reinforcing bar (3) and institute with the third of the vertical prefabricated component (2)
It states after third connection reinforcing bar (5) junction casting cement mortar is formed and pours section (8), section (8) are poured after described by the transverse direction
Prefabricated component (1) and the vertical prefabricated component (2) are securely joined together.
4. the prefabricated platform that floats according to claim 3, it is characterised in that: the transverse direction prefabricated component (1) includes upper lateral prefabricated component
(11) and lower lateral prefabricated component (12), the vertical prefabricated component (2) include left vertical prefabricated component (21) and right vertical prefabricated component
(22), the upper lateral prefabricated component (11), the right vertical prefabricated component (22), the lower lateral prefabricated component (12) and the left side are perpendicular
It is surrounded to prefabricated component (21) and rectangular described floats table frame (7).
5. the prefabricated platform that floats according to claim 4, it is characterised in that: the upper lateral prefabricated component (11) and the lower transverse direction are pre-
The setting of product (12) parallel interval, left vertical prefabricated component (21) setting is in the upper lateral prefabricated component (11) and the lower cross
To the left side of prefabricated component (12), right vertical prefabricated component (22) setting is in the upper lateral prefabricated component (11) and the lower transverse direction
On the right side of prefabricated component (12).
6. the prefabricated platform that floats according to claim 5, it is characterised in that: the upper lateral prefabricated component (11) includes upper junction plate
(111) and lower connecting plate (112), the upper junction plate (111) and the lower connecting plate (112) connection form the described of " L " shape
The left and right both ends of upper transverse direction prefabricated component (11), the upper junction plate (111) and the lower connecting plate (112) extend outwardly out
It is described first connection reinforcing bar (3), upper junction plate (111) back side extend outwardly out it is described second connection reinforcing bar (4), under described
The left and right both ends of lateral prefabricated component (12) extend outwardly out it is described first connection reinforcing bar (3).
7. the prefabricated platform that floats according to claim 6, it is characterised in that: described left vertical prefabricated component (21) side wall corresponds on described
First connection reinforcing bar (3) position of lateral prefabricated component (11) and described lower lateral prefabricated component (12) left end is provided with described the
Three connections reinforcing bar (5), described left vertical prefabricated component (21) back side is provided with the 4th connection reinforcing bar (6), described right vertical pre-
Product (22) side wall corresponds to first connection of the upper lateral prefabricated component (11) and described lower lateral prefabricated component (12) right end
Reinforcing bar (3) position is provided with third connection reinforcing bar (5), and described right vertical prefabricated component (22) back side is provided with the described 4th and connects
Connect reinforcing bar (6).
8. the prefabricated platform that floats according to claim 7, it is characterised in that: the 4th connection reinforcing bar (6) is respectively along described left perpendicular
It is alternatively arranged to the short transverse of prefabricated component (21) and the right vertical prefabricated component (22).
9. the prefabricated platform that floats according to claim 8, it is characterised in that: the upper lateral prefabricated component (11) is perpendicular with the left side respectively
Rear pouring section (8) is formed to prefabricated component (21), right vertical prefabricated component (22) junction casting cement mortar, under described
Lateral prefabricated component (12) respectively with the left vertical prefabricated component (21) and right vertically prefabricated component (22) junction casting cement
Mortar forms rear pouring section (8).
10. the prefabricated platform that floats according to claim 1, it is characterised in that: the transverse direction prefabricated component (1) and vertical prefabricated component (2)
It is that cement mortar and reinforcing bar mix concretionary combination.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201820834991.7U CN208633261U (en) | 2018-05-31 | 2018-05-31 | The prefabricated platform that floats |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201820834991.7U CN208633261U (en) | 2018-05-31 | 2018-05-31 | The prefabricated platform that floats |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN208633261U true CN208633261U (en) | 2019-03-22 |
Family
ID=65733247
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201820834991.7U Active CN208633261U (en) | 2018-05-31 | 2018-05-31 | The prefabricated platform that floats |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN208633261U (en) |
-
2018
- 2018-05-31 CN CN201820834991.7U patent/CN208633261U/en active Active
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| TR01 | Transfer of patent right |
Effective date of registration: 20190618 Address after: 528300 Guanglong Industrial Park, Chencun Town, Shunde District, Foshan City, Guangdong Province, No. 6, No. 14 Xingye Road Patentee after: Guangdong Liancheng Housing Equipment Information Technology Co., Ltd. Address before: 315832 Room 118, No.1 Office Building, Meishan Salt Farm, Beilun District, Ningbo City, Zhejiang Province Patentee before: Ningbo Liancheng Housing Technology Co., Ltd. |
|
| TR01 | Transfer of patent right | ||
| TR01 | Transfer of patent right |
Effective date of registration: 20191217 Address after: 221000 west of Jinpeng automobile industry and north of Xuzhou Avenue, Xuzhou Industrial Park, Xuzhou City, Jiangsu Province Patentee after: Xuzhou Liancheng Housing Industry Technology Development Co., Ltd Address before: 528300 Guanglong Industrial Park, Chencun Town, Shunde District, Foshan City, Guangdong Province Patentee before: Guangdong Liancheng Housing Equipment Information Technology Co., Ltd. |
|
| TR01 | Transfer of patent right |