CN214995991U - A construction template for sash roof beam concrete placement - Google Patents
A construction template for sash roof beam concrete placement Download PDFInfo
- Publication number
- CN214995991U CN214995991U CN202121049211.6U CN202121049211U CN214995991U CN 214995991 U CN214995991 U CN 214995991U CN 202121049211 U CN202121049211 U CN 202121049211U CN 214995991 U CN214995991 U CN 214995991U
- Authority
- CN
- China
- Prior art keywords
- roof beam
- crossbeam
- sash
- steel pipe
- steel
- 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.)
- Active
Links
Images
Landscapes
- On-Site Construction Work That Accompanies The Preparation And Application Of Concrete (AREA)
Abstract
The utility model discloses a construction template for sash roof beam concrete placement, the crisscross formation of perpendicular roof beam that the interval set up about crossbeam and the plurality of that sets up including the interval about a plurality of, and the crossbeam communicates with each other at the intersection point department that it formed, is provided with the window that is used for pouring, vibrates on the perpendicular roof beam leading flank that leans on down at the intersection point, has attached the vibrting spear on the upper and lower side of crossbeam and outside the side of controlling of perpendicular roof beam, along the length direction of crossbeam, erect each interval of roof beam extending direction and be provided with a plurality of "U" shape reinforcing steel subassembly, "U" shape reinforcing steel subassembly by preceding half cover on the roof beam at place to implant in the side slope through both ends head, thereby press from both sides tightly the roof beam at place, prevent the condition that the template explodes the mould. Concrete is poured from the window, flows and compacts the beam under the action of gravity, the flow of the concrete is accelerated under the action of the vibrating rod, meanwhile, the honeycomb pitted surface structure of the sash beam can be reduced, and the pouring quality of the sash beam concrete can be effectively improved.
Description
Technical Field
The utility model belongs to the technical field of the construction, concretely relates to a construction template for sash roof beam concrete placement.
Background
At present, slope protection and greening construction technologies are gradually mature at home and abroad, and the lattice beam is widely applied to slope protection engineering as one of slope protection. Among the prior art, for making things convenient for pouring of sash roof beam, all be provided with a plurality of windows on the crossbeam of sash roof beam and perpendicular roof beam for it is easily appearing the phenomenon such as template explodes the mould, vibrate not closely knit pouring in the in-process of pouring, thereby makes sash roof beam concrete placement quality poor.
SUMMERY OF THE UTILITY MODEL
The utility model discloses plan to provide a construction formwork for sash roof beam concrete placement, can effectively improve the quality of pouring of sash roof beam concrete.
Therefore, the utility model discloses the technical scheme who adopts does: the utility model provides a construction template for sash roof beam concrete placement, the crisscross formation of perpendicular roof beam that the interval set up about crossbeam and the plurality of that sets up about the interval about a plurality of, and crossbeam and perpendicular roof beam communicate with each other at the intersection point that it formed be provided with the window that is used for pouring, vibrates on the perpendicular roof beam leading flank that the intersection leans on down, the upper and lower side of crossbeam and the side of controlling of perpendicular roof beam are being attached outward and are having the vibrting spear, along the length direction of crossbeam, erect each interval of roof beam extending direction and be provided with a plurality of "U" shape reinforced steel subassembly, "U" shape reinforced steel subassembly is by preceding back half cover on the roof beam at place to implant in the side slope through both ends head, thereby press from both sides tightly to the roof beam at place.
Preferably, the U-shaped reinforced steel components on the cross beam are surrounded by reinforced steel pipes on the upper side, the lower side and the front side of the cross beam, the U-shaped reinforced steel components on the vertical beam are surrounded by reinforced steel pipes on the left side, the right side and the front side of the vertical beam, the rear ends of the reinforced steel pipes on the upper side, the lower side, the left side and the right side are respectively provided with threads for being implanted into a slope, and the steel pipes on the front side are arranged on the reinforced steel pipes on the upper side, the lower side or the left side and the right side by adopting connecting fasteners.
More preferably, at least two auxiliary steel pipes are transversely arranged in each small sash formed by staggering the cross beams and the vertical beams.
Preferably, the auxiliary steel pipe is formed by overlapping two steel pipes, one of the two steel pipes is perpendicular to the left vertical beam, the other steel pipe is perpendicular to the right vertical beam, the middle of the auxiliary steel pipe is connected with the middle of the right vertical beam through fasteners, and at least two fasteners are arranged in the middle of the auxiliary steel pipe.
The utility model has the advantages that: compared with the prior art, the utility model discloses be provided with a window in the below that is close to crossbeam and vertical beam crosspoint on vertical beam, the concrete is poured by vertical beam, under the effect of gravity, flows and crowds the dense crossbeam, and the flow of acceleration concrete under the effect of vibrting spear, can reduce the structure that the sash roof beam appears the honeycomb pitted surface simultaneously, because only set up a window, make the sash roof beam have linear straight and straight, advantages such as big face is level and smooth, can effectively improve the pouring quality of sash roof beam concrete; still be provided with on crossbeam and perpendicular roof beam and strengthen the steel subassembly with its tight "U" shape of clamp, can effectively increase the intensity of crossbeam and perpendicular roof beam, prevent the condition of template explosion.
Drawings
Fig. 1 is a schematic structural diagram of the present invention.
FIG. 2 is a cross-sectional view of M-M and N-N of FIG. 1.
Detailed Description
The invention will be further described by way of examples with reference to the accompanying drawings:
as shown in figures 1 and 2, the construction template for concrete pouring of the sash beam is mainly formed by staggering a plurality of cross beams A arranged at intervals up and down and a plurality of vertical beams B arranged at intervals left and right, the cross beams A and the vertical beams B are communicated at a cross point D formed by the cross beams A and the vertical beams B, a window C for pouring and vibrating is arranged on the front side surface of the vertical beam B below the cross point D, and vibrating rods are attached to the upper side surface and the lower side surface of the cross beam A and the left side surface and the right side surface of the vertical beam B, so that the vibrating rods vibrate to reduce bubbles during pouring.
When pouring, use on-vehicle pump or ground pump to pour, and use the rubber hammer to strike in crossbeam A's position department, the flow of the concrete of being convenient for, insert deeply into the concrete with solitary vibrting spear simultaneously and vibrate, the seam crossing of construction template goes out the thick liquid, then stops vibrating.
Along crossbeam A's length direction, erect each interval of roof beam B extending direction and be provided with a plurality of "U" shape and strengthen the steel subassembly, the steel subassembly is strengthened by preceding back half cover on the roof beam at place to in implanting the side slope through both ends head, thereby press from both sides tightly the roof beam at place, prevent the condition that the template explodes the mould at concrete placement in-process appearance.
For the dismouting of making things convenient for "U" shape reinforcing steel subassembly, each reinforcing steel pipe F on "U" shape reinforcing steel subassembly on the crossbeam A upper and lower side and the leading flank encloses, "U" shape reinforcing steel subassembly on the perpendicular roof beam B encloses by each reinforcing steel pipe F on the perpendicular roof beam B left and right sides side and the leading flank, wherein the rear end of reinforcing steel pipe F on upper and lower side and left and right sides side is provided with the screw thread respectively and is used for implanting in the slope, steel pipe F on the leading flank adopts connection fastener to set up on the reinforcing steel pipe F on upper and lower side or left and right sides.
In order to ensure that each vertical beam B is in a vertical state, at least two auxiliary steel pipes E are transversely arranged in each small sash formed by the cross beam A and the vertical beam B in a staggered mode, each auxiliary steel pipe E is formed by two steel pipes in an overlapped mode, one auxiliary steel pipe E is perpendicular to the vertical beam B on one side, the other auxiliary steel pipe E is perpendicular to the vertical beam B on the other side, the middle of each auxiliary steel pipe E is connected with the corresponding vertical beam B through fasteners, and at least two fasteners are arranged in the middle of each auxiliary steel pipe E.
Claims (4)
1. The utility model provides a construction template for sash roof beam concrete placement, includes that crossbeam (A) and a plurality of that the interval set up about a plurality of from top to bottom the interval set up erect roof beam (B) crisscross formation, and crossbeam (A) and erect roof beam (B) and locate to communicate with each other its crosspoint (D) that forms, its characterized in that: the utility model discloses a steel structure, including crosspoint (D), vertical beam (B), vibrating bar, a plurality of "U" shape reinforcing steel subassemblies, the window (C) that is used for pouring, vibrates is provided with on the perpendicular roof beam (B) leading flank that crosspoint (D) leaned on, the upper and lower side of crossbeam (A) and the side of controlling of perpendicular roof beam (B) are attached to have the vibrting spear outward, along the length direction of crossbeam (A), respectively the interval is provided with a plurality of "U" shape reinforcing steel subassemblies in perpendicular roof beam (B) extending direction, the "U" shape reinforcing steel subassembly is by preceding back half cover on the roof beam at place to implant in the side slope through both ends, thereby press from both sides tightly to the roof beam at place.
2. The construction form for sash beam concrete casting of claim 1, wherein: the steel subassembly is strengthened by "U" shape on crossbeam (A) and each strengthens steel pipe (F) on side and the leading flank from top to bottom enclose by crossbeam (A), erect "U" shape on roof beam (B) and strengthen steel subassembly by erecting each on side and the leading flank and strengthen steel pipe (F) and enclose, wherein the rear end of strengthening steel pipe (F) on side about with about and about the side is provided with the screw thread respectively and is used for implanting in the slope, steel pipe (F) on the leading flank adopts to connect fastener setting on last downside or the strengthening steel pipe (F) on the side about or.
3. The construction form for sash beam concrete casting of claim 1, wherein: at least two auxiliary steel pipes (E) are transversely arranged in each small sash formed by the cross beam (A) and the vertical beam (B) in a staggered manner.
4. The construction form for sash beam concrete casting of claim 3, wherein: the auxiliary steel pipe (E) is formed by overlapping two steel pipes, one of the auxiliary steel pipes is perpendicular to the left vertical beam (B), the other auxiliary steel pipe is perpendicular to the right vertical beam (B), the middle of the auxiliary steel pipe is connected with the middle of the right vertical beam (B) through fasteners, and at least two fasteners are arranged in the middle of the auxiliary steel pipe.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202121049211.6U CN214995991U (en) | 2021-05-17 | 2021-05-17 | A construction template for sash roof beam concrete placement |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202121049211.6U CN214995991U (en) | 2021-05-17 | 2021-05-17 | A construction template for sash roof beam concrete placement |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN214995991U true CN214995991U (en) | 2021-12-03 |
Family
ID=79135397
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202121049211.6U Active CN214995991U (en) | 2021-05-17 | 2021-05-17 | A construction template for sash roof beam concrete placement |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN214995991U (en) |
-
2021
- 2021-05-17 CN CN202121049211.6U patent/CN214995991U/en active Active
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN108867964A (en) | The thin-walled square chest that the closely knit construction method of cassette ceiling anti-floating and this method use | |
| CN212200879U (en) | Connect reliable prefabricated assembled shear force wall | |
| CN206495492U (en) | Aluminum alloy mould plate reinforcing bar stiffening device | |
| CN109208825A (en) | A kind of assembled arthitecutral structure convenient for docking and being in the milk | |
| CN214995991U (en) | A construction template for sash roof beam concrete placement | |
| CN208534081U (en) | A kind of reconstruction structure of old building constructional column | |
| CN209163438U (en) | A kind of drop plate tool formula hoisting die construction structure | |
| CN106759858A (en) | The connecting node and preparation method of a kind of H profile steel beam and rectangular steel-tube concrete column | |
| CN210888070U (en) | Right-angle back edge buckle | |
| CN205617419U (en) | Novel combination formula reinforced earth retaining wall structure | |
| CN209384643U (en) | A kind of slip-form lifting device of thin-walled hollow pier stud | |
| CN103850253B (en) | The method of attachment of pretensioning prestressed concrete pile, production method and stake and cushion cap | |
| CN213449029U (en) | UHPC double-layer curtain wall system | |
| CN205954972U (en) | Steel structure floor slab | |
| CN212427769U (en) | Interlocking building block for mould-disassembly-free constructional column | |
| CN212223878U (en) | Concrete pile cap | |
| CN210767857U (en) | Embedded part for reinforcing anti-ridge template and anti-ridge template reinforcing structure | |
| CN2795284Y (en) | Top screw bottom lift expansion engaged body pile extension end plate and prefabricated member | |
| CN209741685U (en) | Road and bridge crack reinforced structure | |
| CN100445473C (en) | Expansion meshing body pile-connecting end plate and prefab | |
| CN209053429U (en) | A kind of formwork system of assembled architecture | |
| CN207048038U (en) | The double steel bar connecting structure system of precast shear wall | |
| CN208215615U (en) | For making the plate device of catch-basin concrete lintel | |
| CN206216889U (en) | A kind of hollow uplift pile of monoblock type internal projection | |
| CN2795285Y (en) | Expansion engaged body pile extension end plate and prefabricated member |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant |