CN214530747U - Bearing platform assembled prefabricated plant fiber fetal membrane plate - Google Patents
Bearing platform assembled prefabricated plant fiber fetal membrane plate Download PDFInfo
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- CN214530747U CN214530747U CN202120031572.1U CN202120031572U CN214530747U CN 214530747 U CN214530747 U CN 214530747U CN 202120031572 U CN202120031572 U CN 202120031572U CN 214530747 U CN214530747 U CN 214530747U
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Abstract
The utility model discloses a bearing platform assembled prefabricated plant fiber fetal membrane plate, which comprises a plurality of prefabricated plant fiber fetal membrane plates, wherein the prefabricated plant fiber fetal membrane plates are spliced together through concave-convex structures on the straight line sections and are connected in a back-off splicing way through reinforcing pieces at corner splicing positions; a plurality of hollow holes which are the same in size and are uniformly distributed are formed in the prefabricated plant fiber fetal membrane plate, and a plurality of pistons matched with the hollow holes in number are respectively embedded in the hollow holes; two ends of the square timber are buckled and erected on the two adjacent reinforcing members. The utility model discloses with prefabricated plant fiber fetal membrane plate modularization, standardization, when accelerating construction speed, still improved the quality of cushion cap fetal membrane, the purpose-built reinforcement tool of rethread is assembled and is consolidated, has strengthened the stability of prefabricated fetal membrane.
Description
Technical Field
The utility model relates to a building engineering technical field particularly, relates to a prefabricated plant fiber child membrane board of cushion cap assembled.
Background
At present, in the building engineering, a foundation pit beam, a bearing platform, a water collecting pit and a raft foundation template are usually constructed by adopting bricks as brick beds, and concrete pouring is carried out after the bricks are built with certain strength. In addition, some projects adopt precast concrete tire membranes for construction, but collapse is easy to occur in the installation process of the tire membranes, so that the site construction rework rate is high, and the precast plant fiber tire membrane plates are heavy due to the fact that the precast tire membranes are made of concrete, so that two persons are required to carry on the site, and the construction efficiency is affected.
SUMMERY OF THE UTILITY MODEL
The shortcoming that exists to above prior art, the utility model provides a prefabricated plant fiber fetal membrane board of cushion cap assembled can alone the independent operation in the site operation process, has improved the speed of construction.
In order to further realize the above purpose, the utility model adopts the following technical scheme: a prefabricated plant fiber fetal membrane plate assembled on a bearing platform comprises a plurality of prefabricated plant fiber fetal membrane plates, wherein the prefabricated plant fiber fetal membrane plates are spliced together through concave-convex structures on the straight line sections and are reversely buckled, spliced and connected through reinforcing members at corner splicing positions; a plurality of hollow holes which are the same in size and are uniformly distributed are formed in the prefabricated plant fiber fetal membrane plate, and a plurality of pistons matched with the hollow holes in number are respectively embedded in the hollow holes; two ends of the square timber are buckled and erected on the two adjacent reinforcing members.
Optionally, the reinforcing member includes a connecting top plate, and the connecting top plate is welded to fix the vertically arranged partition outer side substrate and partition inner side substrate located at the inner and outer sides of the connecting top plate; the partition inner side substrate is connected with the tray inner side substrate through welding; the lower end of the base plate on the inner side of the tray is vertically connected with the base plate of the tray through welding, and the outer side of the base plate of the tray is vertically connected with the base plate on the outer side of the tray through welding.
Furthermore, the two ends of the square timber are buckled and erected at the groove formed by connecting the base plate on the inner side of the tray, the base plate of the tray and the base plate on the outer side of the tray.
Further, the length of the substrate outside the partition is 30cm, and the height of the substrate outside the partition is 10 cm; the length of the substrate at the inner side of the partition is 20cm, and the height of the substrate is 20 cm; the length of the substrate on the outer side of the tray is 5cm, and the height of the substrate is 5 cm; the length of the base plate on the inner side of the tray is 10cm, and the height of the base plate is 5 cm.
Optionally, the piston is in a circular truncated cone shape, the diameter of the bottom of the piston is 20mm, and the diameter of the top of the piston is 60 mm.
Optionally, the thickness of the prefabricated plant fiber fetal membrane plate is 90mm, the width is 500mm, the height is 3000mm, and the diameter of the hollow hole is 40 mm.
By last, the utility model discloses a prefabricated plant fibre fetal membrane board of cushion cap assembled has following effect at least:
firstly, the utility model discloses can alone operate at the site operation in-process, improve the speed of construction.
② the utility model discloses configured the piston, the effectual cushion cap concrete placement that has prevented accomplishes the back, the collapse that appears in the hollow hole department of prefabricated plant fiber fetal membrane plate has improved the quality of construction.
Thirdly, the utility model discloses purpose-made reinforcement has effectively prevented the problem of collapsing of prefabricated fetal membrane board.
The utility model discloses there is unsmooth structure between the prefabricated plant fiber fetal membrane plate, can play the effect of mutual restraint after assembling the completion, reduces the appearance of fetal membrane collapse accident.
The utility model discloses prefabricated plant fiber fetal membrane plate is at factory modularization, standardized prefabricated processing, has improved construction speed.
Drawings
The accompanying drawings, which are included to provide a further understanding of the application and are incorporated in and constitute a part of this application, illustrate embodiment(s) of the application and together with the description serve to explain the application and not to limit the application. In the drawings:
FIG. 1 is a schematic view of the overall model structure of the present invention;
fig. 2 is a front view of the present invention;
FIG. 3 is a schematic structural diagram of the prefabricated plant fiber fetal membrane plate of the present invention;
FIG. 4 is a schematic view of the assembled structure of the prefabricated plant fiber membrane plate of the present invention;
FIG. 5 is a schematic structural view of the reinforcing member of the present invention;
FIG. 6 is a schematic view of a reinforcement structure of the present invention;
fig. 7 is a schematic structural view of the piston of the present invention;
fig. 8 is an assembly schematic diagram of the reinforcing member and the square timber.
Reference numerals: 1. the prefabricated plant fiber base membrane plate comprises 2 parts of prefabricated plant fiber base membrane plate blocks, 2 parts of reinforcing members, 2-1 parts of partition outer side base plates, 2-2 parts of connecting top plates, 2-3 parts of partition inner side base plates, 2-4 parts of tray inner side base plates, 2-5 parts of tray bottom plates, 2-6 parts of tray outer side base plates, 3 parts of pistons, 4 parts of square timbers, 5 parts of concrete cushions, 6 parts of soil body slopes, 7 parts of bricks, 8 parts of foundation piles, 9 parts of hollow holes, 10 parts of bearing platforms.
Detailed Description
To facilitate understanding and practice of the invention by those of ordinary skill in the art, the following detailed description of the invention is provided in connection with the examples, and it is to be understood that the examples described herein are for purposes of illustration and explanation only and are not intended to limit the invention.
As shown in fig. 1-8, a cushion cap fabricated prefabricated plant fiber fetal membrane plate comprises a plurality of prefabricated plant fiber fetal membrane plate blocks 1, wherein the prefabricated plant fiber fetal membrane plate blocks 1 are spliced together through concave-convex structures on the straight line sections and are reversely buckled and spliced at corner splicing positions through reinforcing members 2; a plurality of hollow holes 9 which are the same in size and are uniformly distributed are formed in the prefabricated plant fiber fetal membrane plate 1, and a plurality of pistons 3 which are matched with the hollow holes 9 in number are respectively embedded in the hollow holes 9; two ends of the square timber 4 are buckled and erected on two adjacent reinforcing members 2. Paying off and pre-embedding bricks 7 on a foundation in advance, wherein the bricks 7 are laid around a bearing platform 10 in a surrounding mode, the prefabricated plant fiber tire membrane plates 1 are directly laid on the bricks 7, and the prefabricated plant fiber tire membrane plates 1 are spliced and connected through concave-convex structures of the prefabricated plant fiber tire membrane plates; the square timber 4 is used as a reinforcing tool, two ends of the square timber 4 are buckled and erected at a groove formed by connecting the inner side base plate 2-4, the tray bottom plate 2-5 and the tray outer base plate 2-6, and the four straight-line square timber 4 interact with each other to limit the displacement of the prefabricated plant fiber tire membrane plate block 1 on the upper portion of the bearing platform 10.
As shown in fig. 5, the reinforcement 2 of the present invention includes a partition outer side base plate 2-1, a connecting top plate 2-2, a partition inner side base plate 2-3, a tray inner side base plate 2-4, a tray bottom plate 2-5, and a tray outer side base plate 2-6; wherein the thickness (width) of the steel plate for manufacturing the reinforcing member 2 is 1mm, the length of the substrate 2-1 at the outer side of the partition is 30cm, and the height is 10 cm; the length of the substrate 2-3 at the inner side of the partition is 20cm, and the height of the substrate is 20 cm; the length of the base plate 2-6 at the outer side of the tray is 5cm, and the height is 5 cm; the length of the base plate 2-4 at the inner side of the tray is 10cm, and the height is 5 cm; the thickness of the connecting top plate 2-2 is 1mm, and the connecting top plate 2-2 is fixed with a partition outer side substrate 2-1 and a partition inner side substrate 2-3 which are vertically arranged and positioned at the inner side and the outer side of the connecting top plate through welding; the partition inner side substrate 2-3 is connected with the tray inner side substrate 2-4 through welding; the lower end of the tray inner side base plate 2-4 is vertically connected with the tray bottom plate 2-5 through welding, the thickness of the tray bottom plate 2-5 is 1mm, and the outer side of the tray bottom plate 2-5 is vertically connected with the tray outer side base plate 2-6 through welding.
The utility model discloses an in the embodiment, prefabricated plant fiber fetal membrane plate 1's thickness is 90mm, and width 500mm, high 3000 mm's specification, hollow hole 9 diameter are 40mm, cut according to cushion cap actual height at the scene.
The utility model discloses an in the embodiment, piston 3 is the round platform, and the bottom diameter is 20mm, and the top diameter is 60mm, inlays the bottom down in the hollow hole 9 department of prefabricated plant fiber fetal membrane plate 1.
In one embodiment of the utility model, the cross-sectional width and the height of the square timber 4 are both 50mm, and the length is determined according to the side length of the field bearing platform. During construction and assembly, the reinforcing member 2 is clamped between the tray outer base plate 2-6 and the tray inner base plate 2-4.
The utility model discloses an in the embodiment, the cross sectional dimension of fragment of brick 7 is 24 × 11.5 × 5.3cm, and the tiling is around cushion cap 10 size, and the difference more than or equal to 10cm between the 5 bottom elevations of concrete cushion and the top elevation of fragment of brick 7, and is less than 15 cm.
The construction steps of the prefabricated plant fiber tire membrane plate assembled on the bearing platform of the present invention will be briefly described with reference to the accompanying drawings 1-8.
The first step is as follows: the size and the number of each module are determined, and the number of the prefabricated plant fiber fetal membrane plates 1, the reinforcing members 2, the square timbers 4 and the pistons 3 is planned in advance according to a design drawing. The second step is that: and arranging a foundation pile 8, and constructing according to the building specification requirement. The third step: the measurement unwrapping wire, the calibration height, survey crew emit the contour line of raft foundation. The fourth step: and excavating the mechanical earthwork to 250mm above the bottom of the bearing platform 10, and then manually clearing the soil until the mechanical earthwork reaches the elevation position at the bottom of the bearing platform 10. The fifth step: the ground at the bottom of the platform 10 is leveled and tamped. And a sixth step: and (3) erecting and pouring the concrete cushion layer 5 at the upper end of the bearing platform 10, wherein the purpose of pouring the concrete cushion layer 5 in advance is to resist the inward tilting force generated by the subsequent backfilling earthwork and increase the stability of the prefabricated plant fiber film plate 1. The seventh step: the bricks 7 are laid around the concrete pad 5. Eighth step: the prefabricated plant fiber tire membrane plate 1 is assembled and reinforced by adopting a reinforcing piece 2 and a square timber 4. The ninth step: and (3) backfilling the soil body slope 6 around the bearing platform 10, wherein the backfilling height is lower than the installation position of the reinforcing member 2. The tenth step: the reinforcing member 2 and the square timber 4 are removed. The eleventh step: and (5) planting and pouring concrete bars on the bearing platform.
The prefabricated plant fiber tire membrane plate 1 of the utility model is placed on the brick 7, and the side surface of the prefabricated plant fiber tire membrane plate is close to the concrete cushion 5, so that the concrete can be effectively prevented from inclining inwards; and after the prefabricated plant fiber tire membrane plate 1, the square timber 4, the reinforcing member 2 and the like are assembled, earth backfilling is carried out before concrete pouring, the possibility that the prefabricated plant fiber tire membrane plate 1 inclines outwards is limited, and construction accidents are reduced. Because the reinforcing member 2 is unique in structure, the concrete can be removed and recycled after the concrete pouring of the bearing platform is finished, and the green construction requirement is met. The utility model discloses can effectively reduce the time of building by laying bricks or stones of fetal membranes, practice thrift the cost, shorten the time limit for a project to this construction can be by workman's isolated operation, has improved the efficiency of construction, has removed the limitation that must many people be under construction simultaneously. And the prefabricated plant fiber tire membrane plate can be processed in a modularized and standardized manner in a factory, so that the construction quality of the tire membrane plate is ensured while the construction speed is accelerated.
The above, only be the concrete implementation of the preferred embodiment of the present invention, but the protection scope of the present invention is not limited thereto, and any person skilled in the art is in the technical scope of the present invention, according to the technical solution of the present invention and the design of the present invention, equivalent replacement or change should be covered within the protection scope of the present invention.
Claims (6)
1. A bearing platform assembly type prefabricated plant fiber fetal membrane plate is characterized by comprising
The prefabricated plant fiber fetal membrane plates (1) are spliced together through concave-convex structures on the straight line sections of the prefabricated plant fiber fetal membrane plates (1), and are reversely buckled, spliced and connected through reinforcing members (2) at corner splicing positions; a plurality of hollow holes (9) which are the same in size and are uniformly distributed are formed in the prefabricated plant fiber fetal membrane plate block (1), and a plurality of pistons (3) which are matched with the hollow holes (9) in number are respectively embedded in the hollow holes (9); two ends of the square timber (4) are buckled and erected on the two adjacent reinforcing members (2).
2. The cap-assembled prefabricated plant fiber membrane blank as claimed in claim 1, wherein said reinforcement member (2) comprises a connection top plate (2-2), said connection top plate (2-2) fixing the vertically arranged partition outer side base plate (2-1) and partition inner side base plate (2-3) at the inner and outer sides thereof by welding; the partition inner side substrate (2-3) is connected with the tray inner side substrate (2-4) through welding; the lower end of the base plate (2-4) on the inner side of the tray is vertically connected with the base plate (2-5) of the tray through welding, and the outer side of the base plate (2-5) of the tray is vertically connected with the base plate (2-6) on the outer side of the tray through welding.
3. The cushion cap fabricated prefabricated plant fiber membrane blank as claimed in claim 2, wherein two ends of the square timber (4) are fastened and erected at the groove formed by connecting the tray inner base plate (2-4), the tray bottom plate (2-5) and the tray outer base plate (2-6).
4. The cap-assembled prefabricated plant fiber membrane blank as claimed in claim 2, wherein said partition outer substrate (2-1) has a length of 30cm and a height of 10 cm; the length of the base plate (2-3) at the inner side of the partition is 20cm, and the height of the base plate is 20 cm; the length of the base plate (2-6) at the outer side of the tray is 5cm, and the height of the base plate is 5 cm; the length of the base plate (2-4) at the inner side of the tray is 10cm, and the height of the base plate is 5 cm.
5. The cap-assembled prefabricated plant fiber fetal membrane plate of claim 1, wherein the piston (3) is in the shape of a circular truncated cone with a bottom diameter of 20mm and a top diameter of 60 mm.
6. The cap-assembled prefabricated plant fiber membrane blank as claimed in claim 1, wherein said prefabricated plant fiber membrane blank (1) has a thickness of 90mm, a width of 500mm, a height of 3000mm, and a hollow hole (9) with a diameter of 40 mm.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202120031572.1U CN214530747U (en) | 2021-01-07 | 2021-01-07 | Bearing platform assembled prefabricated plant fiber fetal membrane plate |
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202120031572.1U CN214530747U (en) | 2021-01-07 | 2021-01-07 | Bearing platform assembled prefabricated plant fiber fetal membrane plate |
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| CN214530747U true CN214530747U (en) | 2021-10-29 |
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| CN202120031572.1U Active CN214530747U (en) | 2021-01-07 | 2021-01-07 | Bearing platform assembled prefabricated plant fiber fetal membrane plate |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN114960717A (en) * | 2022-06-13 | 2022-08-30 | 广东省源天工程有限公司 | Construction hollow slab moulding bed and mounting method thereof |
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2021
- 2021-01-07 CN CN202120031572.1U patent/CN214530747U/en active Active
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN114960717A (en) * | 2022-06-13 | 2022-08-30 | 广东省源天工程有限公司 | Construction hollow slab moulding bed and mounting method thereof |
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