CN211058344U - Simple, quick and efficient beam penetrating steel sleeve pre-embedding structure - Google Patents
Simple, quick and efficient beam penetrating steel sleeve pre-embedding structure Download PDFInfo
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- CN211058344U CN211058344U CN201921322600.4U CN201921322600U CN211058344U CN 211058344 U CN211058344 U CN 211058344U CN 201921322600 U CN201921322600 U CN 201921322600U CN 211058344 U CN211058344 U CN 211058344U
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- 229910000831 Steel Inorganic materials 0.000 title claims abstract description 104
- 239000010959 steel Substances 0.000 title claims abstract description 104
- 230000000149 penetrating effect Effects 0.000 title claims description 30
- 238000012545 processing Methods 0.000 claims description 9
- XEEYBQQBJWHFJM-UHFFFAOYSA-N Iron Chemical compound [Fe] XEEYBQQBJWHFJM-UHFFFAOYSA-N 0.000 claims description 6
- 239000002390 adhesive tape Substances 0.000 claims description 5
- 229910052742 iron Inorganic materials 0.000 claims description 3
- 239000002184 metal Substances 0.000 claims description 2
- 229910052751 metal Inorganic materials 0.000 claims description 2
- 238000003466 welding Methods 0.000 abstract description 20
- 238000010276 construction Methods 0.000 abstract description 15
- 238000009434 installation Methods 0.000 abstract description 10
- 230000003014 reinforcing effect Effects 0.000 abstract description 5
- 238000012937 correction Methods 0.000 abstract description 2
- 230000002787 reinforcement Effects 0.000 abstract 1
- 229910001294 Reinforcing steel Inorganic materials 0.000 description 2
- 238000010586 diagram Methods 0.000 description 2
- 238000010030 laminating Methods 0.000 description 2
- 238000000034 method Methods 0.000 description 2
- 238000012986 modification Methods 0.000 description 2
- 230000004048 modification Effects 0.000 description 2
- 238000013459 approach Methods 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 238000009435 building construction Methods 0.000 description 1
- 238000007796 conventional method Methods 0.000 description 1
- 239000007788 liquid Substances 0.000 description 1
- 239000000463 material Substances 0.000 description 1
- 238000007789 sealing Methods 0.000 description 1
- 239000002002 slurry Substances 0.000 description 1
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Abstract
The utility model discloses a simple and easy, quick, high-efficient beam steel casing embedded structure for it is difficult to fixed beam steel casing to wear through steel reinforcement welding when solving the field installation, very easily causes the problem of phenomenons such as deviation, slope of wearing beam steel casing when concreting. It is through the one end of fixing "Z" style of calligraphy connection piece respectively at the both ends of wearing the roof beam steel casing, and with the other end difference threaded connection of "Z" style of calligraphy connection piece on the die block of the floor of roof beam both sides, thereby realize wearing roof beam steel casing's pre-buried fixed, required electric welding operation on the floor has not only been removed from, avoid because the floor welding operation environment is relatively poor, the quality hidden danger that the reinforcing bar burns out and wears roof beam steel casing and weld and wear appears, and "Z" style of calligraphy connection piece passes through threaded connection with the die block of floor, the roof beam steel casing that wears that the construction is comparatively convenient and installation is fixed firm, can avoid appearing wearing roof beam steel casing's off normal when especially pouring concrete in the work progress, phenomenons such as slope, later stage correction construction has been.
Description
Technical Field
The utility model relates to a construction field especially relates to a simple and easy, quick, high-efficient beam steel casing embedded structure of wearing.
Background
For house building engineering delivered by hardbound, more beam-penetrating steel sleeves are introduced into systems such as a central air conditioner and a solar photovoltaic system.
The conventional methods of the existing embedded beam-penetrating steel sleeve are two, which are respectively as follows: 1. when the beam penetrating steel sleeve is installed, the beam penetrating steel sleeve is firstly placed into a beam, and then the beam penetrating steel sleeve and a stirrup of the beam are welded and fixed through electric welding; 2. two steel bars with the diameter of 6mm are additionally arranged in the beam and are welded and fixed with the beam penetrating steel sleeve, and then the two additionally arranged steel bars are welded and fixed on the beam.
Both of the above approaches have some common problems:
① the floor is needed to be welded, because the floor welding operation environment is poor, the reinforcing steel bar is easy to blow, the beam-penetrating steel sleeve is easy to weld, and the quality hidden trouble exists.
② in the actual installation on site, the embedded beam-penetrating steel sleeve which is difficult to construct and is installed is not fixed and firm, the phenomena of deviation, inclination and the like of the beam-penetrating steel sleeve are easily caused in the construction process, particularly when concrete is poured, and the processing of deviation and the like in the later period wastes labor and time.
Therefore, how to provide a simple, quick and efficient beam-penetrating steel sleeve pre-embedding structure with simple structure and reliable performance to reduce or even eliminate the problem of using electric welding on the site operation floor as much as possible; the pre-embedding of the beam-penetrating steel sleeve is quickly and simply finished; and the positioning firmness of the embedded beam-penetrating steel sleeve is ensured, the embedding quality is improved, the later-period repairing workload is reduced, and the technical problem that the building construction industry needs to be further perfected and optimized is solved.
SUMMERY OF THE UTILITY MODEL
An object of the utility model is to provide a simple and easy, quick, high-efficient beam steel casing embedded structure of wearing for it is difficult to the fixed beam steel casing of wearing to solve when the electric welding operation of current operation floor is many and field installation through steel bar welding, very easily causes phenomenons such as beam steel casing's off normal, slope when concreting, and later stage is repaiied and is chiseled the processing and need consume artificial problem.
In order to solve the technical problem, the utility model provides a following technical scheme:
the utility model provides a simple and easy, quick, high-efficient roof beam steel casing embedded structure that wears, includes: the beam penetrating steel sleeve is connected with the two Z-shaped connecting pieces, two ports of the beam penetrating steel sleeve are sealed, one ends of the two Z-shaped connecting pieces are fixed on the pipe walls of two ends of the beam penetrating steel sleeve respectively, and the other ends of the two Z-shaped connecting pieces are connected with bottom die threads of the floor slabs on two sides of the beam respectively.
Preferably, in the simple, fast and efficient beam-penetrating steel sleeve embedded structure, the Z-shaped connecting piece is formed by folding a long-strip-shaped metal sheet.
Preferably, in foretell simple and easy, quick, high-efficient beam steel casing embedded structure of wearing, "Z" style of calligraphy connection piece includes first horizontal plate, second horizontal plate and vertical connecting plate, first horizontal plate and second horizontal plate are located the both sides of vertical connecting plate, just the both ends of vertical connecting plate are connected with the one end of first horizontal plate, second horizontal plate respectively, first horizontal plate laminating is on wearing beam steel casing's pipe wall, vertical connecting plate is parallel with the side form of roof beam, the second horizontal plate is parallel with the die block of floor.
Preferably, in the simple, rapid and efficient beam penetrating steel sleeve pre-embedded structure, a gap of 2-3 mm is reserved between the second horizontal plate and bottom moulds of the floor slabs on two sides of the beam.
Preferably, in the simple, easy, quick, high-efficient beam steel casing embedded structure of wearing, leave 2 ~ 3mm clearance between the side form of vertical connecting plate and adjacent roof beam.
Preferably, in the simple, easy, quick and efficient penetrating beam steel sleeve embedded structure, the first horizontal plate is welded and connected with the pipe wall of the penetrating beam steel sleeve in the mounting and processing shed.
Preferably, in the simple, fast and efficient beam penetrating steel sleeve pre-embedded structure, the second horizontal plate is fixedly connected with bottom moulds of the floor slabs on two sides of the beam through screws.
Preferably, in the simple, rapid and efficient embedded structure of the beam-penetrating steel sleeve, two ports of the beam-penetrating steel sleeve are sealed by adhesive tapes.
Preferably, in the simple, rapid and efficient beam penetrating steel sleeve embedded structure, the Z-shaped connecting piece is an iron sheet.
Known by the technical scheme who discloses above, compare with prior art, the beneficial effect of the utility model is as follows:
the utility model provides a simple and easy, it is quick, roof beam steel casing embedded structure is worn to high efficiency, through the one end of fixed "Z" style of calligraphy connection piece respectively at the both ends of wearing roof beam steel casing, and with the other end difference threaded connection of "Z" style of calligraphy connection piece on the die block of the floor of roof beam both sides, thereby realize wearing roof beam steel casing pre-buried fixed, not only removed required electric welding operation on the floor from, avoid because the floor welding operation environment is relatively poor, the quality hidden danger that the reinforcing bar burns out and wears roof beam steel casing to weld appears, and threaded connection is passed through with the die block of floor to "Z" style of calligraphy connection piece, the roof beam steel casing that wears of the comparatively convenient and installation of construction is fixed firm, can avoid appearing wearing roof beam steel casing's off normal position when especially pouring the concrete in the work progress, phenomenons such as slope, later stage.
To sum up, the utility model discloses a main objective has: the problem of using electric welding on the site operation floor is reduced or even eliminated as soon as possible; secondly, beam-penetrating steel sleeve pre-embedding is quickly and simply completed; thirdly, the positioning firmness of the embedded beam penetrating steel sleeve is guaranteed, the embedded quality is improved, and the later-stage repairing workload is reduced.
Drawings
Fig. 1 is a usage state diagram of a simple, fast and efficient beam-penetrating steel casing pre-embedded structure according to an embodiment of the present invention.
Fig. 2 is a schematic structural diagram of a simple, quick and efficient beam-penetrating steel sleeve pre-embedded structure according to an embodiment of the present invention.
Fig. 3 is a schematic structural view of a "Z" shaped connecting piece in an embodiment of the present invention.
In the figure: the steel plate comprises 1-beam penetrating steel sleeves, 2-Z-shaped connecting pieces, 21-first horizontal plates, 22-second horizontal plates, 23-vertical connecting plates, 3-bottom dies of floors, 4-side dies of beams, 5-screws and 6-adhesive tapes.
Detailed Description
The present invention will be described in further detail with reference to the following drawings and specific embodiments. The technical contents and features of the present invention will be described in detail below with reference to the accompanying drawings by way of examples. It should be further noted that the drawings are in simplified form and are not to precise scale, and are provided for the purpose of facilitating and clearly explaining the embodiments of the present invention. For convenience of description, the directions of "up" and "down" in the following description are the same as the directions of "up" and "down" in the drawings, but this should not be construed as limiting the technical solution of the present invention.
Referring to fig. 1 to 3, the embodiment discloses a simple, fast and efficient pre-embedded structure of a beam-penetrating steel casing 1, which includes: the through beam steel sleeve 1 and two "Z" style of calligraphy connection pieces 2, two ports of through beam steel sleeve 1 are sealed, and the one end of two "Z" style of calligraphy connection pieces 2 is fixed in respectively on the pipe wall at the both ends of through beam steel sleeve 1, and the other end of two "Z" style of calligraphy connection pieces 2 respectively with the die block 3 threaded connection of the floor of roof beam both sides.
The utility model provides a simple and easy, it is quick, 1 embedded structure of roof beam steel casing is worn to high efficiency, through the both ends at wearing roof beam steel casing 1 fixed respectively "Z" style of calligraphy connection piece 2's one end, and with the other end difference threaded connection of "Z" style of calligraphy connection piece 2 on the die block 3 of the floor of roof beam both sides, thereby realize wearing roof beam steel casing 1's pre-buried fixed, not only required electric welding operation on the floor has been removed from, avoid because the floor welding operation environment is relatively poor, appear the reinforcing bar burn-out and wear the quality hidden danger that roof beam steel casing 1 welded, and "Z" style of calligraphy connection piece 2 passes through threaded connection with die block 3 of floor, the roof beam steel casing 1 that wears of comparatively convenient and installation of construction is fixed firm, can avoid appearing wearing roof beam steel casing's off normal position when especially pouring the concrete in the work progress, phenomenons such as slope, later stage.
Specifically, in the simple and easy, quick, high-efficient beam steel casing 1 embedded structure of this embodiment, "Z" style of calligraphy connection piece 2 is formed by a long banding sheetmetal folding, and it is very convenient to be under construction, "Z" style of calligraphy connection piece 2 includes first horizontal plate 21, second horizontal plate 22 and vertical connecting plate 23, first horizontal plate 21 is located the both sides of vertical connecting plate 23 with second horizontal plate 22, just the both ends of vertical connecting plate 23 are connected with the one end of first horizontal plate 21, second horizontal plate 22 respectively, first horizontal plate 21 laminating is on beam steel casing 1's pipe wall, vertical connecting plate 23 is parallel with the side form 4 of roof beam, second horizontal plate 22 is parallel with die block 3 of floor.
Preferably, in the simple, rapid and efficient embedded structure of the beam penetrating steel sleeve 1, a gap of 2-3 mm is reserved between the second horizontal plate 22 and the bottom forms 3 of the floor slabs on two sides of the beam, and a gap of 2-3 mm is reserved between the vertical connecting plate 23 and the side forms 4 of the adjacent beams, so that the Z-shaped connecting sheet is prevented from being exposed on the surface of concrete after the concrete is poured.
Preferably, in the embedded structure of the simple, fast and efficient beam-penetrating steel sleeve 1, the first horizontal plate 21 is welded to the pipe wall of the beam-penetrating steel sleeve 1 in the installation and processing shed. Through setting up "Z" style of calligraphy connection piece 2, can weld "Z" style of calligraphy connection piece 2 on wearing roof beam steel sleeve 1's pipe wall at installation processing canopy
Preferably, in foretell simple and easy, quick, high-efficient beam steel casing 1 embedded structure of wearing, the bottom mould 3 of the floor of second horizontal plate 22 and roof beam both sides passes through screw 5 fixed connection, can change original welded connection into on-the-spot threaded connection, not only avoid because on-the-spot floor welding operation environment is relatively poor, appear the quality hidden danger that the reinforcing bar burns out and beam steel casing 1 welds through, and construction convenience, connection are reliable in addition, avoid appearing beam steel casing 1's phenomena such as off normal, slope when especially pouring the concrete in the work progress, removed the later stage from and rectified the construction.
Preferably, in foretell simple and easy, quick, high-efficient beam steel casing 1 embedded structure of wearing, two ports of wearing beam steel casing 1 pass through adhesive tape 6 and seal, prevent that later stage concrete thick liquid from getting into in the beam steel casing 1 of wearing.
Preferably, in foretell simple and easy, quick, high-efficient beam steel casing 1 embedded structure of wearing, "Z" style of calligraphy connection piece 2 is the iron sheet, and convenient for material selection, the convenience of buckling is convenient, the processing of being convenient for to can reduce construction cost.
Referring to fig. 1 to 3, the construction method of the pre-buried structure of the simple, fast and efficient beam-penetrating steel casing 1 of the present invention includes the following steps:
firstly, welding and fixing one end of a Z-shaped connecting sheet 2 at two ends of a beam penetrating steel sleeve 1 in an installation and processing shed. In this embodiment, adopt the electric welding mode, with the one end difference welded fastening of "Z" style of calligraphy connection piece 2 in installation processing canopy in the both ends of wearing roof beam steel casing 1, not only construction convenience can guarantee welding quality moreover, avoids appearing the reinforcing bar and burn out and wearing the quality hidden danger that roof beam steel casing 1 welded because on-the-spot floor welding operation environment is relatively poor.
And step two, sealing two ports of the beam penetrating steel sleeve 1 by using adhesive tapes 6 to prevent later-stage concrete slurry from entering the beam penetrating steel sleeve 1.
And step three, uniformly carrying the beam penetrating steel sleeves 1 to a floor operation surface, fixing the other ends of the Z-shaped connecting pieces 2 on a bottom die 3 of the floor by using screws 5 after positioning, so that gaps of 2-3 mm are reserved between the Z-shaped connecting pieces 2 and the bottom die 3 of the floor and between the Z-shaped connecting pieces and a side die 4 of the beam respectively, and the Z-shaped connecting pieces are prevented from being exposed on the surface of concrete at the later stage. The other end of the Z-shaped connecting sheet 2 is fixed on the bottom die 3 of the floor slab through the screw 5, the original on-site welding fixation can be changed into on-site threaded connection fixation, the quality hidden troubles that the reinforcing steel bar is blown and the beam penetrating steel sleeve 1 is welded due to poor on-site floor welding operation environment are avoided, the construction is convenient, the connection is reliable, the phenomena of deviation, inclination and the like of the beam penetrating steel sleeve are avoided in the construction process, particularly when concrete is poured, and the later-period correction construction is removed.
The above description is only for the preferred embodiment of the present invention and is not intended to limit the scope of the present invention, and any modification and modification made by those skilled in the art according to the above disclosure are all within the scope of the claims.
Claims (9)
1. The utility model provides a simple and easy, quick, high-efficient roof beam steel casing embedded structure that wears, its characterized in that includes: the beam penetrating steel sleeve is connected with the two Z-shaped connecting pieces, two ports of the beam penetrating steel sleeve are sealed, one ends of the two Z-shaped connecting pieces are fixed on the pipe walls of two ends of the beam penetrating steel sleeve respectively, and the other ends of the two Z-shaped connecting pieces are connected with bottom die threads of the floor slabs on two sides of the beam respectively.
2. The simple, fast and efficient beam-penetrating steel casing pre-embedded structure as recited in claim 1, wherein the "Z" shaped connecting piece is formed by folding an elongated metal sheet.
3. The simple, rapid and efficient pre-buried structure of the beam penetrating steel sleeve according to claim 2, wherein the Z-shaped connecting plate comprises a first horizontal plate, a second horizontal plate and a vertical connecting plate, the first horizontal plate and the second horizontal plate are located on two sides of the vertical connecting plate, two ends of the vertical connecting plate are respectively connected with one ends of the first horizontal plate and one end of the second horizontal plate, the first horizontal plate is attached to the pipe wall of the beam penetrating steel sleeve, the vertical connecting plate is parallel to a side mold of a beam, and the second horizontal plate is parallel to a bottom mold of a floor slab.
4. The simple, rapid and efficient beam penetrating steel sleeve embedded structure according to claim 3, wherein a gap of 2-3 mm is reserved between the second horizontal plate and bottom moulds of the floor slabs on two sides of the beam.
5. The simple, rapid and efficient beam penetrating steel sleeve embedded structure according to claim 3, wherein a gap of 2-3 mm is reserved between the vertical connecting plate and the side mold of the adjacent beam.
6. The simple, fast and efficient pre-buried structure of the through beam steel sleeve according to claim 3, wherein the first horizontal plate is welded to a pipe wall of the through beam steel sleeve in a mounting and processing shed.
7. The simple, fast and efficient beam-penetrating steel sleeve pre-embedded structure according to claim 3, wherein the second horizontal plate is fixedly connected with bottom moulds of the floor slabs on two sides of the beam through screws.
8. The simple, fast and efficient pre-buried structure of the through beam steel sleeve according to claim 1, wherein two ports of the through beam steel sleeve are sealed by adhesive tapes.
9. The simple, fast and efficient beam-penetrating steel sleeve embedded structure according to claim 1, wherein the Z-shaped connecting piece is an iron sheet.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201921322600.4U CN211058344U (en) | 2019-08-14 | 2019-08-14 | Simple, quick and efficient beam penetrating steel sleeve pre-embedding structure |
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201921322600.4U CN211058344U (en) | 2019-08-14 | 2019-08-14 | Simple, quick and efficient beam penetrating steel sleeve pre-embedding structure |
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| CN211058344U true CN211058344U (en) | 2020-07-21 |
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| CN201921322600.4U Active CN211058344U (en) | 2019-08-14 | 2019-08-14 | Simple, quick and efficient beam penetrating steel sleeve pre-embedding structure |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110439300A (en) * | 2019-08-14 | 2019-11-12 | 上海建工二建集团有限公司 | Simple, quick and efficient beam-penetrating steel sleeve pre-embedded structure and construction method thereof |
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- 2019-08-14 CN CN201921322600.4U patent/CN211058344U/en active Active
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110439300A (en) * | 2019-08-14 | 2019-11-12 | 上海建工二建集团有限公司 | Simple, quick and efficient beam-penetrating steel sleeve pre-embedded structure and construction method thereof |
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