CN213014920U - Top anti-seepage metal net cage - Google Patents
Top anti-seepage metal net cage Download PDFInfo
- Publication number
- CN213014920U CN213014920U CN202020052755.7U CN202020052755U CN213014920U CN 213014920 U CN213014920 U CN 213014920U CN 202020052755 U CN202020052755 U CN 202020052755U CN 213014920 U CN213014920 U CN 213014920U
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- Prior art keywords
- net
- box
- concrete mortar
- central point
- net cage
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- 239000002184 metal Substances 0.000 title claims abstract description 20
- 230000003014 reinforcing effect Effects 0.000 claims abstract description 13
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 7
- 239000010959 steel Substances 0.000 claims abstract description 7
- 238000005728 strengthening Methods 0.000 claims abstract description 3
- 230000002787 reinforcement Effects 0.000 claims 1
- 239000004570 mortar (masonry) Substances 0.000 abstract description 24
- 230000008595 infiltration Effects 0.000 description 2
- 238000001764 infiltration Methods 0.000 description 2
- 238000005266 casting Methods 0.000 description 1
- 230000005484 gravity Effects 0.000 description 1
- 238000003475 lamination Methods 0.000 description 1
- 238000000034 method Methods 0.000 description 1
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Abstract
The utility model discloses a top antiseep metal mesh case relates to building technical field, including the box with a net, the box with a net comprises strengthening rib, reinforcing strip and steel sheet, box with a net top fixed mounting has top superimposed layer, top superimposed layer central point puts and has seted up the through-hole. Has the advantages that: by arranging the top superposed layer, concrete mortar at the top of the metal net cage can be prevented from being separated, and the quality of the floor system is improved; set up the through-hole in top superimposed layer central point puts, can observe whether the box with a net bottom is leveled to cover on the one hand, and on the other hand can make a small amount of concrete mortar seepage to metal box with a net bottom central point put, avoids because of concrete mortar mobility is relatively poor, leads to the box with a net bottom central point position concrete mortar less to reach the thickness unanimity, guarantee the superstructure quality.
Description
Technical Field
The utility model relates to a building technical field especially relates to a top antiseep metal mesh case.
Background
When the hollow floor is poured, concrete mortar needs to completely cover the metal net cage, the concrete mortar on the top of the metal net cage leaks into the metal net cage under the action of gravity, so that more concrete mortar is arranged on the bottom of the metal net cage, and the concrete mortar on the top of the metal net cage is separated, so that aggregates are easy to loosen, and the quality of the floor is affected.
SUMMERY OF THE UTILITY MODEL
The utility model aims at providing a top antiseep metal mesh box for solving the above problems.
The utility model discloses a following technical scheme realizes above-mentioned purpose:
the top anti-leakage metal net cage comprises a net cage body, wherein the net cage body is composed of reinforcing ribs, reinforcing strips and steel sheets, a top superposed layer is fixedly installed at the top of the net cage body, and a through hole is formed in the center of the top superposed layer.
Preferably, the top laminated layer is integrally formed with a groove matched with the reinforcing rib.
Has the advantages that: by arranging the top superposed layer, concrete mortar at the top of the metal net cage can be prevented from being separated, and the quality of the floor system is improved; set up the through-hole in top superimposed layer central point puts, can observe whether the box with a net bottom is leveled to cover on the one hand, and on the other hand can make a small amount of concrete mortar seepage to metal box with a net bottom central point put, avoids because of concrete mortar mobility is relatively poor, leads to the box with a net bottom central point position concrete mortar less to reach the thickness unanimity, guarantee the superstructure quality.
Drawings
In order to more clearly illustrate the embodiments of the present invention or the technical solutions in the prior art, the drawings needed to be used in the description of the embodiments or the prior art will be briefly described below, it is obvious that the drawings in the following description are only some embodiments of the present invention, and for those skilled in the art, other drawings can be obtained according to these drawings without inventive exercise.
Fig. 1 is a schematic structural view of a top anti-leakage metal net cage according to the present invention;
fig. 2 is an enlarged view of a part a of a metal cage with a top leakage-proof structure according to the present invention.
The reference numerals are explained below:
1. a net cage; 101. reinforcing ribs; 102. reinforcing the strips; 103. a steel sheet; 2. a top lamination layer; 201. a through hole; 202. and (4) a groove.
Detailed Description
The technical scheme of the invention is further explained by combining the attached drawings as follows:
as shown in fig. 1-2, a top anti-leakage metal net cage comprises a net cage 1, the net cage 1 is composed of reinforcing ribs 101, reinforcing strips 102 and steel sheets 103, the reinforcing ribs 101 and the reinforcing strips 102 are used for reinforcing the net cage 1, the steel sheets 103 on both sides of the reinforcing strips 102 are uniformly arranged in a herringbone shape, a plurality of steel sheets 103 form diamond-shaped meshes, a top laminated layer 2 is fixedly installed on the top of the net cage 1, the top laminated layer 2 is used for preventing concrete mortar from leaking downwards, a through hole 201 is formed in the center of the top laminated layer 2, and the through hole 201 is formed for two purposes, on one hand, because the concrete mortar has poor flowability, workers are required to vibrate to cover the bottom surface of the net cage 1, however, the experience of part of workers is insufficient, whether the vibration is in place is difficult to control, and the workers can better see the condition of the bottom surface in the net cage 1 through the through holes 201 in the vibration process; on the other hand, because box with a net 1 size is great, it is difficult to cover evenly when the concrete mortar flows to box with a net 1 bottom center from all around, and the central point is thinner, can make partial concrete mortar flow in box with a net 1 inside through setting up through-hole 201, fills the central point, reaches thickness unanimity, avoids the honeycomb pitted surface, and top superimposed layer 2 integrated into one piece has the recess 202 with strengthening rib 101 matched with.
The working principle is as follows: will the utility model discloses between putting into the close rib roof beam of hollow superstructure, pour into some concrete mortar into from the rib roof beam earlier, through side vibration, make concrete mortar fill up 1 bottoms of box with a net and side, then vibrate the concrete mortar of box with a net 1 side, make concrete mortar flow to 1 bottoms of box with a net from the rib roof beam, behind top casting concrete mortar, top superimposed layer 2 prevents the concrete mortar infiltration box with a net 1 top, a small amount of concrete mortar passes through-hole 201 infiltration box with a net 1 central point and puts, reach 1 bottoms of box with a net concrete mortar thickness unanimity.
The foregoing illustrates and describes the principles, general features, and advantages of the present invention. It will be understood by those skilled in the art that the present invention is not limited to the above embodiments, and that the foregoing embodiments and descriptions are provided only to illustrate the principles of the present invention without departing from the spirit and scope of the present invention.
Claims (2)
1. The utility model provides a top antiseep metal mesh case, includes box with a net (1), box with a net (1) comprises strengthening rib (101), reinforcement strip (102) and steel sheet (103), its characterized in that: the net cage is characterized in that a top superposed layer (2) is fixedly mounted at the top of the net cage (1), and a through hole (201) is formed in the center of the top superposed layer (2).
2. The metal cage of claim 1, wherein: the top laminated layer (2) is integrally formed with a groove (202) matched with the reinforcing rib (101).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202020052755.7U CN213014920U (en) | 2020-01-10 | 2020-01-10 | Top anti-seepage metal net cage |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202020052755.7U CN213014920U (en) | 2020-01-10 | 2020-01-10 | Top anti-seepage metal net cage |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN213014920U true CN213014920U (en) | 2021-04-20 |
Family
ID=75443633
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202020052755.7U Active CN213014920U (en) | 2020-01-10 | 2020-01-10 | Top anti-seepage metal net cage |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN213014920U (en) |
-
2020
- 2020-01-10 CN CN202020052755.7U patent/CN213014920U/en active Active
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| TR01 | Transfer of patent right | ||
| TR01 | Transfer of patent right |
Effective date of registration: 20210526 Address after: 415600 107 Baodi Road, Chengguan Town, Anxiang County, Changde City, Hunan Province Patentee after: Zou Quanzhong Patentee after: Liu Yazhi Address before: 415600 no.00156, zilong'an village, Anyou Township, Anxiang County, Changde City, Hunan Province Patentee before: Zou Yonggang |
|
| TR01 | Transfer of patent right | ||
| TR01 | Transfer of patent right |
Effective date of registration: 20210609 Address after: Room 1702, unit 3, building 4, Anhe community, intersection of Mingli road and South Wenyuan Road, Zhengdong New District, Zhengzhou City, Henan Province Patentee after: Henan biaodifu Energy Saving Technology Co.,Ltd. Address before: 415600 107 Baodi Road, Chengguan Town, Anxiang County, Changde City, Hunan Province Patentee before: Zou Quanzhong Patentee before: Liu Yazhi |