CN219547838U - Frame lattice beam structure without template - Google Patents
Frame lattice beam structure without template Download PDFInfo
- Publication number
- CN219547838U CN219547838U CN202321298957.XU CN202321298957U CN219547838U CN 219547838 U CN219547838 U CN 219547838U CN 202321298957 U CN202321298957 U CN 202321298957U CN 219547838 U CN219547838 U CN 219547838U
- Authority
- CN
- China
- Prior art keywords
- concrete
- template
- beam structure
- frame
- reinforcement
- 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
Landscapes
- Pit Excavations, Shoring, Fill Or Stabilisation Of Slopes (AREA)
Abstract
The utility model relates to a frame lattice beam structure without a template. The method is suitable for the field of side slope support in civil engineering. The technical scheme adopted by the utility model is as follows: a frame beam structure of exempting from template, its characterized in that: the concrete-filled side wall structure comprises a frame beam reinforcement cage fixed on a slope surface, wherein reinforcement meshes are fixedly bound on side walls of two sides of the frame beam reinforcement cage, concrete is filled between the reinforcement meshes of the two sides, and concrete side walls are formed on the outer side surfaces of the reinforcement meshes through concrete spraying.
Description
Technical Field
The utility model relates to a frame lattice beam structure without a template. The method is suitable for the field of side slope support in civil engineering.
Background
In the field of civil engineering, a slope problem is often encountered, and how to keep the slope stable becomes a crucial difficulty, which affects the progress of engineering construction and the safety of lives and properties of people. In the face of soil slopes with relatively complex geological conditions, engineers typically adopt anchor rod frame grid beams built on the slopes to support the slopes. For the lattice beam structure, foundation grooving, steel bar binding, template construction and concrete pouring work are often required. For the template field of the frame lattice beam, a wood template or a steel template is often adopted, the template needs to be hoisted to a side slope in the construction process, and the hoisting, the installation and the dismantling of the template are main factors for restricting the construction period of the frame lattice beam.
Disclosure of Invention
The utility model aims to solve the technical problems that: in order to solve the problems, the frame beam structure without the template is provided.
The technical scheme adopted by the utility model is as follows: a frame beam structure of exempting from template, its characterized in that: the concrete-filled side wall structure comprises a frame beam reinforcement cage fixed on a slope surface, wherein reinforcement meshes are fixedly bound on side walls of two sides of the frame beam reinforcement cage, concrete is filled between the reinforcement meshes of the two sides, and concrete side walls are formed on the outer side surfaces of the reinforcement meshes through concrete spraying.
And the lattice beam reinforcement cage is connected with a dowel bar for connecting the side slope.
The frame beam structure is embedded with a plurality of drain pipes communicated with the side walls at two sides of the frame beam structure.
The beneficial effects of the utility model are as follows: according to the utility model, the reinforced meshes are fixed on the side walls of the two sides of the reinforced cage of the frame girder, so that the reinforced meshes can be used as templates for pouring the concrete structure of the main body of the frame girder, and the templates do not need to be built.
The utility model has simple structure and is convenient for construction. The template-free structure is disposable in pouring, and in the pouring process, the template is not required to be installed and removed, so that the construction procedures can be reduced, and the construction cost can be reduced. Meanwhile, the materials adopted by the structure are engineering materials with higher field popularity, so that the structure is convenient for purchasing and field processing.
Drawings
Fig. 1 is a schematic structural diagram of an embodiment.
Fig. 2 is a schematic diagram of an internal reinforcement structure in an embodiment.
1. Frame grid beam reinforcement cage; 11. longitudinal steel bars; 12. stirrups; 13. a dowel bar; 2. reinforcing steel bar meshes; 3. a drain pipe; 4. a concrete structure; 41. a concrete body; 42. a concrete sidewall.
Detailed Description
As shown in fig. 1 and 2, the embodiment is a frame beam structure without a template, which is provided with an internal reinforcement structure and a concrete structure, wherein the internal reinforcement structure comprises a frame beam reinforcement cage fixed on a slope surface through dowel bars, and reinforcement meshes are fixed on the side walls of the left side and the right side of the frame beam reinforcement cage.
The frame grid beam reinforcement cage in this example mainly comprises conventional longitudinal steel bar and stirrup, and frame grid beam node department is provided with the dowel, and the dowel links to each other with the reinforcement cage. In this embodiment, the reinforcing bar net piece passes through the steel wire ligature in sash roof beam reinforcing bar cage side, and the reinforcing bar net piece mainly used prevents that concrete from spilling over, plays the effect of pre-buried template.
The concrete structure in the embodiment comprises a concrete main body and concrete side walls, wherein the concrete main body is formed by concrete poured between two reinforced meshes; the concrete side wall is formed on the outer side surface of the reinforcing mesh by spraying concrete.
In this embodiment, a plurality of drain pipes are pre-buried in the lattice beam structure, two ends of the drain pipes are communicated with two side walls of the lattice beam structure, two ends of the pre-buried initial drain pipe are wrapped with geotextiles, and the staggered reinforcing steel bar net parts are cut off.
According to the embodiment, concrete is pumped between the two side reinforcing steel meshes after the arrangement of the internal reinforcing steel structure is completed, the area between the two side reinforcing steel meshes is required to be filled, a concrete main body is formed, concrete is sprayed on the outer side faces of the two side reinforcing steel meshes, the surface reinforcing steel meshes and the internal grid beam reinforcement cage are completely embedded into the concrete, the external concrete spraying treatment is carried out, manual leveling is carried out, and finally the geotextile wrapped at two ends of the drain pipe is removed.
In some embodiments, concrete may be sprayed on the outer side of the reinforcing mesh to form a concrete side wall, and the concrete body is poured with the concrete side wall as a template.
The above embodiments are only for illustrating the inventive concept of the present utility model and not for limiting the protection of the claims of the present utility model, and all the insubstantial modifications of the present utility model using the concept shall fall within the protection scope of the present utility model.
Claims (3)
1. A frame beam structure of exempting from template, its characterized in that: the concrete-filled side wall structure comprises a frame beam reinforcement cage fixed on a slope surface, wherein reinforcement meshes are fixedly bound on side walls of two sides of the frame beam reinforcement cage, concrete is filled between the reinforcement meshes of the two sides, and concrete side walls are formed on the outer side surfaces of the reinforcement meshes through concrete spraying.
2. The form free cellular beam structure of claim 1, wherein: and the lattice beam reinforcement cage is connected with a dowel bar for connecting the side slope.
3. The form free cellular beam structure of claim 1, wherein: the frame beam structure is embedded with a plurality of drain pipes communicated with the side walls at two sides of the frame beam structure.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202321298957.XU CN219547838U (en) | 2023-05-26 | 2023-05-26 | Frame lattice beam structure without template |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202321298957.XU CN219547838U (en) | 2023-05-26 | 2023-05-26 | Frame lattice beam structure without template |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN219547838U true CN219547838U (en) | 2023-08-18 |
Family
ID=87706479
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202321298957.XU Active CN219547838U (en) | 2023-05-26 | 2023-05-26 | Frame lattice beam structure without template |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN219547838U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN116290035A (en) * | 2023-05-08 | 2023-06-23 | 中国电建集团成都勘测设计研究院有限公司 | Non-formwork-erecting grid beam, slope protection structure and construction method thereof |
-
2023
- 2023-05-26 CN CN202321298957.XU patent/CN219547838U/en active Active
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN116290035A (en) * | 2023-05-08 | 2023-06-23 | 中国电建集团成都勘测设计研究院有限公司 | Non-formwork-erecting grid beam, slope protection structure and construction method thereof |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN104895092B (en) | The method that a kind of interim lattice column of inner support is used as permanent structure post | |
| CN107143034A (en) | A kind of assembly concrete frame structure beam column rigid connection node | |
| CN219547838U (en) | Frame lattice beam structure without template | |
| CN205024882U (en) | Prefabricated assembled shaped steel concrete shear force wall | |
| CN102477781A (en) | Integrally assembled steel-concrete superposed component and manufacturing method thereof | |
| CN107268782A (en) | A kind of prefabricated frame posture device and its implementation | |
| CN202672335U (en) | Pre-tensioned prestressing superposed beam building structural system | |
| CN106930436B (en) | Reinforced concrete shear wall with built-in prestressed steel diagonal bracing | |
| CN208430661U (en) | A kind of vertical piece construction of line-styled self-heat conserving overlapped shear wall | |
| CN204491412U (en) | A kind of hollow sheet hinge crack structure | |
| CN105946099B (en) | Fill the method for construction of core assembly concrete beam | |
| CN102936953B (en) | Construction method of a bridging-arm stiffened steel structure template | |
| CN108589769A (en) | A kind of embedding rock T shapes combined type column plate high gear wall construction method of overlength | |
| CN111851861A (en) | Partially prefabricated reinforced structure of existing H-shaped steel column and construction process thereof | |
| CN217204165U (en) | Assembled anchor rod frame beam | |
| CN108130889B (en) | Manufacturing method of stepped construction joint between main bottom plate of pump brake and side wall of runner layer | |
| CN115262811A (en) | Construction method of transverse section steel concrete combined shear wall | |
| CN206070598U (en) | A kind of poured band of outer wall of basement outboard template and its fixed structure | |
| CN212802189U (en) | Assembly type disassembly-free template | |
| CN107620415A (en) | A kind of assembling type steel structure cavity board member | |
| CN107700735A (en) | A kind of steel construction assembled cavity floor | |
| CN111962767A (en) | Web plate open-hole section steel partially-wrapped concrete composite beam and construction method thereof | |
| CN201050128Y (en) | Cast in-situ light aggregate reinforcing steel concrete composite floor slab | |
| CN110295764B (en) | Method for reinforcing damaged reinforced concrete frame under combined action of fire and earthquake | |
| CN113738102A (en) | Template building block for civil engineering and manufacturing method and using method thereof |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant |