CN220704568U - Side slope assembled frame beam - Google Patents
Side slope assembled frame beam Download PDFInfo
- Publication number
- CN220704568U CN220704568U CN202322452703.5U CN202322452703U CN220704568U CN 220704568 U CN220704568 U CN 220704568U CN 202322452703 U CN202322452703 U CN 202322452703U CN 220704568 U CN220704568 U CN 220704568U
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- CN
- China
- Prior art keywords
- connecting piece
- side slope
- precast beam
- assembled frame
- empty groove
- 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.)
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- 230000007246 mechanism Effects 0.000 claims abstract description 12
- 238000004873 anchoring Methods 0.000 claims abstract description 11
- 230000008878 coupling Effects 0.000 claims description 4
- 238000010168 coupling process Methods 0.000 claims description 4
- 238000005859 coupling reaction Methods 0.000 claims description 4
- 230000035515 penetration Effects 0.000 claims 1
- 238000010276 construction Methods 0.000 abstract description 16
- 239000004567 concrete Substances 0.000 abstract description 9
- 238000009415 formwork Methods 0.000 abstract description 3
- 229910001294 Reinforcing steel Inorganic materials 0.000 abstract description 2
- 230000000694 effects Effects 0.000 description 5
- 230000003014 reinforcing effect Effects 0.000 description 3
- 229910000831 Steel Inorganic materials 0.000 description 2
- 238000005553 drilling Methods 0.000 description 2
- 238000000034 method Methods 0.000 description 2
- 230000004048 modification Effects 0.000 description 2
- 238000012986 modification Methods 0.000 description 2
- 239000011150 reinforced concrete Substances 0.000 description 2
- 239000010959 steel Substances 0.000 description 2
- 230000009286 beneficial effect Effects 0.000 description 1
- 210000005056 cell body Anatomy 0.000 description 1
- 230000007547 defect Effects 0.000 description 1
- 238000004880 explosion Methods 0.000 description 1
- 230000002349 favourable effect Effects 0.000 description 1
- 238000011065 in-situ storage Methods 0.000 description 1
- 238000009440 infrastructure construction Methods 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
- 239000007788 liquid Substances 0.000 description 1
- 239000002184 metal Substances 0.000 description 1
- 238000003801 milling Methods 0.000 description 1
- 230000008569 process Effects 0.000 description 1
- 239000002002 slurry Substances 0.000 description 1
- 238000012876 topography Methods 0.000 description 1
Classifications
-
- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
- Y02A—TECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE
- Y02A10/00—TECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE at coastal zones; at river basins
- Y02A10/23—Dune restoration or creation; Cliff stabilisation
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- Rod-Shaped Construction Members (AREA)
Abstract
The utility model relates to the technical field of slope protection structures and discloses a side slope assembled frame beam, which comprises a side slope, wherein an empty groove is formed in the top wall of the side slope, a connecting piece is arranged in the empty groove, a prestress anchoring table is arranged in the middle of the top wall of the connecting piece, reserved anchor holes are formed in the empty groove and the connecting piece, the inner threads of the two reserved anchor holes are connected with the same anchor rod, one end of the connecting piece is fixedly connected with a connecting mechanism, the connecting mechanism comprises a precast beam, one end of the precast beam penetrates through the connecting piece, and the front side and the rear side of the right end of the outer wall of the connecting piece are connected with first high-strength bolts in a threaded manner. According to the utility model, the multidirectional anchor beam connecting piece is adopted, the anchoring and the component assembling and splicing are carried out on site, the construction speed is high, the prefabricated components are adopted, the time required for binding reinforcing steel bars, supporting the formwork and pouring concrete on site is reduced, the prefabricated beams are installed in empty slots, and the construction period is saved.
Description
Technical Field
The utility model relates to the technical field of slope protection structures, in particular to a slope assembly type frame beam.
Background
Along with the gradual popularization of infrastructure construction, slope needs to be arranged in some areas with complex topography, and the slope supporting mode that can be adopted at the present stage is retaining wall, stock frame roof beam and slide-resistant stake etc., and reinforced concrete lattice roof beam support is comparatively extensive because of its application range is wide and the characteristics of cost are low.
Searching, chinese patent bulletin number: CN214301800U discloses a side slope assembled frame beam, which comprises a plurality of cross beam members, a cross beam and a longitudinal beam, wherein the cross beam members are cast-in-situ structures, and the cross beam and the longitudinal beam are prefabricated structures; two transverse ports of each cross beam member are connected with a cross beam, and two longitudinal ports of each cross beam member are connected with a longitudinal beam; the cross beams and the longitudinal beams are fixedly connected into a whole through cross beam members; every cross beam member center department all is provided with a through anchor hole, be provided with an anchor pole in the anchor hole, the anchor pole is including setting up in the reinforcing bar stock in the anchor hole, the suit is in nut and the steel backing plate of reinforcing bar stock exposure end, this assembled frame roof beam of slope for the domatic on-the-spot pouring work reduces greatly, greatly raise the efficiency, prefabricated assembled frame roof beam can form standardized product simultaneously, be favorable to improving engineering quality, however, need in the scene ligature reinforcing bar when traditional stock frame roof beam is under construction, prop up the template, construction speed is slow, pour concrete construction quality and also can not be guaranteed, the template is fixed insecure, there is the risk of frying mould and leakage thick liquid, influence side slope supporting quality.
Disclosure of Invention
In order to make up for the defects, the utility model provides a side slope assembled frame beam, and aims to solve the problems that the construction quality of concrete pouring in the prior art is not guaranteed, the template is not fixed firmly, and the risks of die explosion and slurry leakage exist.
In order to achieve the above purpose, the present utility model adopts the following technical scheme: the utility model provides a side slope assembled frame roof beam, includes the side slope, the empty slot has been seted up to the roof of side slope, the inside of empty slot is provided with the connecting piece, the roof middle part of connecting piece is provided with the prestressing force anchor platform, reserved anchor hole has all been seted up to the inside of empty slot and connecting piece, two the inside threaded connection of reserved anchor hole has same stock, the one end fixedly connected with coupling mechanism of connecting piece.
Specifically, the empty slot is used for splendid attire connecting body and precast beam, and the stock passes connecting piece and cell body and carries out simple fixed to the connecting piece, protects the side slope under the connection of precast beam and connecting piece.
As a further description of the above technical solution:
the connecting mechanism comprises a precast beam, one end of the precast beam penetrates through a connecting piece, a first high-strength bolt is connected to the front side and the rear side of the right end of the outer wall of the connecting piece in a threaded mode, a plurality of adjacent ends of the first high-strength bolts penetrate through the same precast beam, and a plurality of nuts are connected to the outer wall of the first high-strength bolts in a threaded mode.
Specifically, can fix connecting piece and precast beam through first high-strength bolt to this reaches the purpose of quick connect, makes the construction degree of difficulty reduce.
As a further description of the above technical solution:
the precast beam is arranged at one end of the interior of the empty groove.
Specifically, the precast beam and the connecting piece are both arranged in the empty groove, thereby bringing convenience for pouring concrete and saving the construction period.
As a further description of the above technical solution:
the connecting mechanism further comprises a clamping plate, the right end of the clamping plate is in threaded connection with a second high-strength bolt, the tail end of the second high-strength bolt penetrates through the precast beam, and the clamping plate is fixedly connected to one side of the right end of the outer wall of the connecting piece.
Specifically, under the connection of the first high-strength bolt and the second high-strength bolt, the left end and the right end of the clamping plate are respectively connected with the connecting piece and the precast beam, so that the connecting piece and the precast beam are more firmly connected.
As a further description of the above technical solution:
the width of the empty groove is 50mm wider than that of the precast beam.
Specifically, the front and back spaces are reserved, so that the precast beam is more firmly connected with the empty groove when concrete is poured.
As a further description of the above technical solution:
the tail end of the anchor rod sequentially penetrates through the prestress anchoring table, the connecting piece, the precast beam and the empty groove.
Specifically, the prestress anchoring table, the connecting piece, the precast beam and the empty groove can be longitudinally anchored through the anchor rod.
As a further description of the above technical solution:
the left end and the right end of the outer wall of the precast beam are provided with beam end reserved holes.
Specifically, through the beam end preformed hole at both ends, can make precast beam both ends and the fixed effect of empty slot better.
As a further description of the above technical solution:
the top end of the anchor rod is connected with a pressing plate in a threaded manner.
Specifically, the bearing capacity of the anchor rod is improved by the pressing plate.
The utility model has the following beneficial effects:
1. according to the utility model, the assembled reinforced concrete structural beam and the multidirectional anchor beam connecting piece are adopted, the anchoring and the component assembling and splicing are carried out on site, the construction speed is high, the construction difficulty is low, the prefabricated components are adopted, the time required for binding reinforcing steel bars, supporting the formwork and pouring concrete on site is reduced, the grooving machine is used for grooving on the side slope, the prefabricated beam is installed in the groove, the construction speed is high, and the construction period is saved.
2. In the utility model, the assembly type components are assembled in a interlocking way, the reserved holes are arranged at the connecting ends of the components, and the connection can be rapidly completed by using the high-strength bolts and the metal clamping plates, so that the construction difficulty is low.
3. According to the utility model, the anchor beam connecting piece is arranged, the anchor rod can pass through the reserved hole on the connecting piece, and the precast beam is fixed in the process of applying prestress to the anchor rod, so that the anchor beam connecting piece has better effect compared with the traditional method of firstly anchoring and then pouring concrete.
Drawings
Fig. 1 is a perspective view of a side slope assembled frame beam according to the present utility model;
fig. 2 is a partial structural plan view of a side slope assembled frame beam according to the present utility model;
fig. 3 is a partial structural cross-sectional view of a side slope assembled frame beam according to the present utility model.
Legend description:
1. slope; 2. a hollow groove; 3. a connecting mechanism; 301. prefabricating a beam; 302. a clamping plate; 303. a screw cap; 304. a first high strength bolt; 305. a second high-strength bolt; 4. a pressing plate; 5. a connecting piece; 6. reserving anchor holes; 8. a beam end preformed hole; 9. a bolt; 10. a prestress anchoring table.
Detailed Description
The following description of the embodiments of the present utility model will be made clearly and completely with reference to the accompanying drawings, in which it is apparent that the embodiments described are only some embodiments of the present utility model, but not all embodiments. All other embodiments, which can be made by those skilled in the art based on the embodiments of the utility model without making any inventive effort, are intended to be within the scope of the utility model.
Referring to fig. 1, 2 and 3, one embodiment provided by the present utility model is: the utility model provides a side slope assembled frame roof beam, includes side slope 1, and empty slot 2 has been seted up to side slope 1's roof, and the inside of empty slot 2 is provided with connecting piece 5, and the roof middle part of connecting piece 5 is provided with prestressing force anchor platform 10, and reserved anchor holes 6 have all been seted up to the inside of empty slot 2 and connecting piece 5, and the inside threaded connection of two reserved anchor holes 6 has same stock 9, and connecting piece 5's one end fixedly connected with coupling mechanism 3;
the tail end of the anchor rod 9 sequentially penetrates through the prestress anchoring table 10, the connecting piece 5, the precast beam 301 and the empty groove 2;
the top end of the anchor rod 9 is connected with a pressing plate 4 through threads;
specifically, the empty slot 2 is used for pouring concrete, so that the connecting piece 5 and the precast beam 301 form a high-strength frame, the time required by operations such as site binding of steel bars and formwork is reduced, the anchor rod 9 penetrates through the prestress anchoring table 10, the connecting piece 5, the precast beam 301 and the empty slot 2 to give a plurality of structural longitudinal supporting forces, the connecting and fixing effects of the structures and the side slope 1 are better, the prestress is applied to the anchor rod 9 through the pressing plate 4, and the tensile capacity of the anchor rod 9 is increased.
Referring to fig. 2 and 3, the connection mechanism 3 includes a precast beam 301, one end of the precast beam 301 penetrates through the connection piece 5, the front side and the rear side of the right end of the outer wall of the connection piece 5 are both in threaded connection with a first high-strength bolt 304, adjacent ends of a plurality of first high-strength bolts 304 penetrate through the same precast beam 301, and the outer walls of a plurality of first high-strength bolts 304 are both in threaded connection with nuts 303;
the precast beam 301 is arranged at one end of the interior of the empty slot 2;
the connecting mechanism 3 further comprises a clamping plate 302, the right end of the clamping plate 302 is in threaded connection with a second high-strength bolt 305, the tail end of the second high-strength bolt 305 penetrates through the precast beam 301, and the clamping plate 302 is fixedly connected to one side of the right end of the outer wall of the connecting piece 5;
specifically, the precast beam 301 and the connecting piece 5 are connected through the first high-strength bolt 304, so that the time required for connection and the construction difficulty are reduced, the precast beam 301 is directly installed in the empty slot 2, the construction speed is improved, the clamping plate 302 is better in connection effect with the connecting piece 5 and the precast beam 301 under the threaded connection of the clamping plate 302 by the first high-strength bolt 304 and the second high-strength bolt 305, and meanwhile, the connecting piece 5 is more firmly connected with the precast beam 301.
Referring to fig. 1, the width of the empty slot 2 is 50mm wider than the width of the precast beam 301;
specifically, the gap between the hollow groove 2 and the precast beam 301 allows concrete to be poured therein, so that the connecting effect between the precast beam 301 and the hollow groove 2 is enhanced, and the whole frame structure is stronger.
Referring to fig. 2, the left and right ends of the outer wall of the precast beam 301 are provided with beam end preformed holes 8;
specifically, the beam end preformed hole 8 can be matched with the anchor rod 9 for use, and the anchor rod 9 penetrates through the beam end preformed hole 8 and the empty groove 2, so that the stability between the two ends of the precast beam 301 and the empty groove 2 is higher.
Working principle: grooving the leveled side slope 1 by using a milling machine to form an empty groove 2, wherein the grooving angle is the same as the installation angle of the precast beam 301, the width of the empty groove 2 is 50mm wider than the width of the precast beam 301, the intersection point of the cross beam and the longitudinal beam is a prestress anchoring table 10, a drilling machine is used for drilling holes at the intersection point, an anchor rod 9 is arranged in an anchor hole, an anchor beam connecting piece 5 is installed at the intersection point of the cross beam and the longitudinal beam by using a crane after the construction of the anchor rod 9 is completed, the anchor rod 9 penetrates through the reserved anchor hole 6 to simply fix the connecting piece 5, the precast cross beam and the longitudinal beam are respectively connected with the connecting piece 5, the transverse reserved holes are formed at the fixed ends of the beam end and the connecting piece 5, the connecting piece 5 and the precast beam 301 are connected by using a first high-strength bolt 304, a second high-strength bolt 305 and a clamping plate 302, and finally, prestress is applied to the anchor rod 9 on the connecting piece 5 to anchor the whole precast beam 301.
Finally, it should be noted that: the foregoing description is only illustrative of the preferred embodiments of the present utility model, and although the present utility model has been described in detail with reference to the foregoing embodiments, it will be apparent to those skilled in the art that modifications may be made to the embodiments described, or equivalents may be substituted for elements thereof, and any modifications, equivalents, improvements or changes may be made without departing from the spirit and principles of the present utility model.
Claims (8)
1. The utility model provides a side slope assembled frame roof beam, includes side slope (1), its characterized in that: empty groove (2) have been seted up to the roof of side slope (1), the inside of empty groove (2) is provided with connecting piece (5), the roof middle part of connecting piece (5) is provided with prestressing force anchor (10), reserve anchor eye (6) have all been seted up to the inside of empty groove (2) and connecting piece (5), two the inside threaded connection of reserving anchor eye (6) has same stock (9), the one end fixedly connected with coupling mechanism (3) of connecting piece (5).
2. A side slope assembled frame girder according to claim 1, wherein: coupling mechanism (3) are including precast beam (301), the one end penetration connection spare (5) of precast beam (301), equal threaded connection has first high-strength bolt (304) around the outer wall right-hand member of connecting piece (5), a plurality of adjacent one end of first high-strength bolt (304) runs through same precast beam (301), a plurality of equal threaded connection of outer wall of first high-strength bolt (304) has nut (303).
3. A side slope assembled frame girder according to claim 2, wherein: the precast beam (301) is arranged at one end of the interior of the empty groove (2).
4. A side slope assembled frame girder according to claim 1, wherein: the connecting mechanism (3) further comprises a clamping plate (302), the right end of the clamping plate (302) is in threaded connection with a second high-strength bolt (305), the tail end of the second high-strength bolt (305) penetrates through the precast beam (301), and the clamping plate (302) is fixedly connected to one side of the right end of the outer wall of the connecting piece (5).
5. A side slope assembled frame girder according to claim 1, wherein: the width of the empty groove (2) is 50mm wider than the width of the precast beam (301).
6. A side slope assembled frame girder according to claim 1, wherein: the tail end of the anchor rod (9) sequentially penetrates through the prestress anchoring table (10), the connecting piece (5), the precast beam (301) and the empty groove (2).
7. A side slope assembled frame girder according to claim 2, wherein: the left end and the right end of the outer wall of the precast beam (301) are provided with beam end preformed holes (8).
8. A side slope assembled frame girder according to claim 1, wherein: the top end of the anchor rod (9) is connected with a pressing plate (4) through threads.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202322452703.5U CN220704568U (en) | 2023-09-11 | 2023-09-11 | Side slope assembled frame beam |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202322452703.5U CN220704568U (en) | 2023-09-11 | 2023-09-11 | Side slope assembled frame beam |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN220704568U true CN220704568U (en) | 2024-04-02 |
Family
ID=90450906
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202322452703.5U Active CN220704568U (en) | 2023-09-11 | 2023-09-11 | Side slope assembled frame beam |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN220704568U (en) |
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2023
- 2023-09-11 CN CN202322452703.5U patent/CN220704568U/en active Active
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