CN211816322U - A side slope reinforcerment system for basic building engineering - Google Patents
A side slope reinforcerment system for basic building engineering Download PDFInfo
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- CN211816322U CN211816322U CN202020135932.8U CN202020135932U CN211816322U CN 211816322 U CN211816322 U CN 211816322U CN 202020135932 U CN202020135932 U CN 202020135932U CN 211816322 U CN211816322 U CN 211816322U
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- connecting piece
- girder steel
- inserted bar
- side slope
- bearing plate
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Abstract
The utility model relates to a side slope reinforcerment system for basic building engineering, including the side slope body, be provided with horizontal girder steel and the girder steel of indulging that violently indulges alternately and be "well" style of calligraphy on the side slope body, the cross node of horizontal girder steel and longitudinal steel roof beam is provided with the connecting piece, the connecting piece passes through the falcon and connects the structure respectively with horizontal girder steel and indulge the girder steel and be connected fixedly, insert on the connecting piece and be equipped with the inserted bar that extends to the side slope is internal, the inserted bar passes through mounting and connecting piece fixed connection. The utility model discloses have and consolidate good and the convenient effect of installation to the slope.
Description
Technical Field
The utility model belongs to the technical field of building engineering's technique and specifically relates to a slope reinforcement system for basic building engineering is related to.
Background
At present, with the increase of newly built infrastructures in western regions of China, large-scale overburden or broken rock zone slope excavation needs to be carried out on a plurality of buildings such as roads, dams, factory buildings and the like according to requirements of site arrangement, and the slope surface of the slope is often required to be reinforced in order to prevent instability of soil bodies or unstable rock masses on the slope surface.
The most common slope surface reinforcing measure in the existing engineering is a concrete lattice beam, and the concrete lattice beam is characterized in that: the reinforcing structure is characterized by comprising cross beams and longitudinal beams which are arranged along the excavation slope surface, mortar anchor rods are arranged at crossed nodes of the longitudinal beams and the transverse beams for slope surface reinforcement, and structural steel bars inside the longitudinal beams and the transverse beams are fixed with the mortar anchor rods in a welding mode and the like for ensuring the integrity of a slope surface structure. The construction procedure is as follows: 1. after the side slope excavation is finished, firstly, constructing a mortar anchor rod; 2. binding longitudinal and transverse beam structural steel bars and welding the structural steel bars and the mortar anchor rods on the slope; 3. and (4) erecting a template on the slope surface, and performing construction of cast-in-place concrete of the longitudinal and transverse beams.
The above prior art solutions have the following drawbacks: the longitudinal beams are formed by excavating slope cast-in-place concrete, when the field construction environment is poor, the concrete solidification of the lattice beams needs longer time, and the quick construction of the lattice beams is not facilitated while the construction period is prolonged.
SUMMERY OF THE UTILITY MODEL
Not enough to prior art exists, one of the purposes of the utility model is to provide a slope reinforcement system for basic building engineering has good and the convenient effect of installation to the slope reinforcement.
The above utility model discloses an above-mentioned utility model purpose can realize through following technical scheme:
the utility model provides a side slope reinforcerment system for basic building engineering, includes the side slope body, be provided with horizontal girder steel and the girder steel of indulging that violently indulges alternately and be "well" style of calligraphy on the side slope body, the cross node department of horizontal girder steel and indulging the girder steel is provided with the connecting piece, the connecting piece passes through the joggle joint structure and is connected fixedly with horizontal girder steel and indulge the girder steel respectively, insert on the connecting piece and be equipped with the inserted bar that extends to the side slope is internal, the inserted bar passes through mounting and connecting piece fixed connection.
Through adopting above-mentioned technical scheme, the connecting piece passes through the falcon with horizontal girder steel respectively and indulges the girder steel and connects the structure and be connected fixedly, then will pass the connecting piece through the mounting and insert the internal inserted bar fixed connection of side slope, this fixed mode is compared with traditional scene toward concrete lattice girder pouring cement, has the installation convenient, consolidate firm, labour saving and time saving's advantage.
The present invention may be further configured in a preferred embodiment as: four sides of connecting piece all are provided with the tenon spring, horizontal girder steel all is provided with the one end of indulging the girder steel and being close to the connecting piece with tenon spring assorted tongue-and-groove, the connecting piece passes through tongue spring and tongue-and-groove respectively with horizontal girder steel with indulge the girder steel joggle and connect fixedly.
Through adopting above-mentioned technical scheme, the connecting piece respectively with horizontal girder steel with indulge the fixed connection between the girder steel through falcon spring and tongue-and-groove, this falcon structure is connected conveniently, the effect fastening.
The present invention may be further configured in a preferred embodiment as: the mortise is a dovetail groove, and the tenon spring is a dovetail block.
Through adopting above-mentioned technical scheme, the falcon of forked tail piece and dovetail simple structure connects also firmly moreover.
The present invention may be further configured in a preferred embodiment as: the inserted bar is a hollow bar body with an opening at the upper end, and a plurality of pouring holes are formed in the peripheral surface of the part of the inserted bar inserted in the slope body.
Through adopting above-mentioned technical scheme, the setting up of the cavity of inserted bar and watering hole makes the grout of watering in the inserted bar can permeate the soil body of the side slope body through watering the hole, and can solidify the soil body that is located near the inserted bar for the inserted bar is more fastened be fixed in on the side slope body.
The present invention may be further configured in a preferred embodiment as: and one end of the inserted bar, which is far away from the upper opening, is provided with a sharp head with a sharp corner facing the slope body.
Through adopting above-mentioned technical scheme, the arrangement of tip helps the inserted bar to insert in the side slope body.
The present invention may be further configured in a preferred embodiment as: one side of the connecting piece back to the side slope body is provided with the bearing plate, the inserted bar is kept away from the one end of pointed and is passed outside the bearing plate extends to the bearing plate, the mounting is the nut, the inserted bar exposes and is provided with the external screw thread in the outer peripheral face of bearing plate, nut and inserted bar threaded connection, one side looks butt that the connecting piece was kept away from to nut and bearing plate, the bearing plate is "ten" style of calligraphy, one side and forked tail piece and dovetail looks butt that the nut was kept away from to the bearing plate.
Through adopting above-mentioned technical scheme, the setting of bearing plate makes on the one hand that the connecting piece is more firm be fixed in the side slope body, and on the other hand also can effectively prevent the connecting piece respectively with horizontal steel channel and indulge the breaking away from between the steel channel.
The present invention may be further configured in a preferred embodiment as: the upper opening cover of inserted bar has closed the end cover, the outer peripheral face of end cover extends has two fixture blocks that set up relatively, set up the L type groove with fixture block looks adaptation on the inside wall of inserted bar, the fixture block is fixed with L type groove joint.
Through adopting above-mentioned technical scheme, the fixture block cooperates with L type groove joint be convenient for the end cover to close and take out from the lid on the inserted bar.
The present invention may be further configured in a preferred embodiment as: and a pull ring is arranged at one end of the end cover, which is far away from the inserted link.
Through adopting above-mentioned technical scheme, the staff of being convenient for of pull ring sets up opens the end cover.
To sum up, the utility model discloses a following at least one useful technological effect:
1. the connecting piece is respectively connected and fixed with the horizontal steel beam and the vertical steel beam through the tenon-joint structure, and then the inserted rods penetrating through the connecting piece and inserted into the side slope body are fixedly connected through the fixing piece, and compared with the traditional method of pouring cement into the concrete lattice beam on site, the fixing mode has the advantages of convenience in installation, firmness in reinforcement, time saving and labor saving;
2. the setting of the cavity of inserted bar and the watering hole makes the grout of watering in the inserted bar can permeate the soil body of the side slope body through watering the hole, and can solidify the soil body that is located near the inserted bar for the inserted bar is more fastened be fixed in on the side slope body.
Drawings
Fig. 1 is a schematic view of the overall structure of the utility model.
Fig. 2 is a partially enlarged schematic view of a portion a in fig. 1.
Fig. 3 is a schematic sectional structure view of fig. 1.
Fig. 4 is a partially enlarged schematic view of a portion B in fig. 3.
In the figure, 1, a slope body; 11. a transverse steel beam; 12. a longitudinal steel beam; 121. a dovetail groove; 13. a connecting member; 131. a dovetail block; 14. a pressure bearing plate; 141. a through hole; 15. a fixing member; 2. inserting a rod; 21. an end cap; 211. a clamping block; 212. a pull ring; 22. an L-shaped groove; 221. a first chute; 222. a second chute; 23. a tip; 24. and (6) pouring the holes.
Detailed Description
The present invention will be described in further detail with reference to the accompanying drawings.
As shown in fig. 1, for the utility model discloses a slope reinforcerment system for basic building engineering, including the slope body 1, the slope body is provided with a plurality of horizontal girder steels 11 and indulges girder steel 12 towards outside one side, and horizontal girder steel 11 with indulge girder steel 12 and violently indulge alternately and be "well" style of calligraphy, and the cross node of horizontal girder steel 11 with indulge girder steel 12 is provided with the connecting piece 13 that is used for fixed horizontal girder steel 11 and indulges girder steel 12, and connecting piece 13 is connected fixedly through falcon joint structure and horizontal girder steel 11 with indulge girder steel 12.
As shown in fig. 1 and 2, the transverse steel beams 11, the longitudinal steel beams 12 and the connecting pieces 13 can be prefabricated in advance by manufacturers, and compared with the traditional method that cement is directly poured on a concrete lattice beam on site, the method is plug-and-play, cement solidification does not need to be waited, and time is saved; falcon structure is including setting up the falcon spring on four sides of connecting piece 13 and setting up in horizontal girder steel 11 and the tongue groove that indulges girder steel 12 and be close to connecting piece 13 one end, and the falcon spring is forked tail piece 131, and the tongue groove is dovetail 121, and forked tail piece 131 and dovetail 121 falcon are connected fixedly. The upper cover of the connecting piece 13 is provided with a cross-shaped bearing plate 14, one surface of the bearing plate 14, which is attached to the connecting piece 13, is abutted against the dovetail block 131 and the dovetail groove 121, and one side of the bearing plate 14, which is back to the connecting piece 13, is provided with a fixing piece 15. Therefore, the connecting piece 13 can be rapidly assembled with the transverse steel beam 11 and the longitudinal steel beam 12 through the dovetail block 131 and the dovetail groove 121, and the connection between the connecting piece and the transverse steel beam 11 and the longitudinal steel beam 12 is firm; the presence of bearing plate 14 prevents dovetail block 131 and dovetail slot 121 from disengaging from one another.
As shown in fig. 2, a through hole 141 is formed in the center of the pressure-bearing plate 14, an insertion rod 2 is inserted into the through hole 141, and the insertion rod 2 passes through the center of the connecting member 13 and extends into the slope body 1. The insert rod 2 is a hollow rod body, an external thread is arranged on the outer peripheral surface of one end of the insert rod 2 exposed out of the pressure bearing plate 14, the fixing piece 15 is a nut, and the nut is in threaded connection with the insert rod 2, so that the nut is tightly abutted to one side, back to the connecting piece 13, of the pressure bearing plate 14. An end cover 21 is covered at an opening at the upper end of the inserted rod 2, two symmetrical clamping blocks 211 are arranged on the peripheral surface of the end cover 21, and the clamping blocks 211 extend in the direction far away from the center of the end cover 21; an L-shaped groove 22 matched with the clamping block 211 is formed in the inner side wall of one end, exposed out of the pressure bearing plate 14, of the insertion rod 2, the L-shaped groove 22 comprises a first sliding groove 221 and a second sliding groove 222 vertically fixed to the first sliding groove 221, the clamping block 211 slides into the insertion rod 2 along the first sliding groove 221, when the clamping block 211 slides to the communication position of the first sliding groove 221 and the second sliding groove 222, the end cover 21 is rotated to enable the clamping block 211 to slide into the second sliding groove 222, and therefore the end cover 21 is fixed in the L-shaped groove 22. In order to facilitate the opening of the end cap 21 by the worker, the end of the end cap 21 facing away from the plunger 2 is provided with a pull ring 212.
As shown in fig. 3 and 4, one end of the inserted link 2 away from the end cover 21 is provided with a pointed end 23, and the pointed end of the pointed end 23 faces the side slope body 1; the peripheral surface of the part of the inserted link 2 inserted in the side slope body 1 is provided with a pouring hole 24. After the inserted bar 2 is inserted into the side slope body 1, the end cover 21 is opened to pour cement paste into the inserted bar 2, the cement paste penetrates into soil of the side slope body 1 through the pouring hole 24, after the cement paste is solidified, the inserted bar 2 and the side slope body 1 are fixed, gaps between the inserted bar 2 and the side slope body 1 are filled, and stress release caused by excavation of the side slope body 1 is effectively reduced.
The implementation principle of the embodiment is as follows: placing the connecting piece 13 on the side slope body 1, fixedly connecting the transverse steel beam 11 and the longitudinal steel beam 12 to the connecting piece 13 under the tenon joint action of the dovetail block 131 and the dovetail groove 121, penetrating one end of the inserted link 2, which is provided with the pointed end 23, through the connecting piece 13 and extending into the side slope body 1, covering the bearing plate 14, and covering the dovetail block 131 and the dovetail groove 121 while enabling the bearing plate 14 to be abutted against the connecting piece 13; the nut is screwed onto the plunger 2 and the nut is pressed against the pressure receiving plate 14, thereby fixing the connector 13 to the slope body 1. The end cap 21 is opened, grout is poured into the end cap 21, and then the end cap 21 is closed.
The embodiment of this specific implementation mode is the preferred embodiment of the present invention, not limit according to this the utility model discloses a protection scope, so: all equivalent changes made according to the structure, shape and principle of the utility model are covered within the protection scope of the utility model.
Claims (8)
1. A side slope reinforcement system for foundation building engineering, comprising a side slope body (1), characterized in that: be provided with horizontal girder steel (11) and indulge girder steel (12) that violently indulges the cross and be "well" style of calligraphy on the side slope body (1), the cross node of horizontal girder steel (11) and indulging girder steel (12) is provided with connecting piece (13), connecting piece (13) are connected fixedly with horizontal girder steel (11) and indulge girder steel (12) respectively through falcon joint structure, insert on connecting piece (13) and be equipped with inserted bar (2) that extend to in the side slope body (1), inserted bar (2) are through mounting (15) and connecting piece (13) fixed connection.
2. A slope strengthening system for use in foundation construction work as claimed in claim 1, wherein: four sides of connecting piece (13) all are provided with the tenon spring, horizontal girder steel (11) and indulge girder steel (12) one end of being close to connecting piece (13) all be provided with tenon spring assorted tongue-and-groove, connecting piece (13) are fixed with horizontal girder steel (11) and indulge girder steel (12) tenon joint respectively through tongue-and-groove.
3. A slope strengthening system for foundation construction work according to claim 2, wherein: the mortise is a dovetail groove (121), and the tenon spring is a dovetail block (131).
4. A slope strengthening system for use in foundation construction work as claimed in claim 1, wherein: the inserted bar (2) is a hollow bar body with an opening at the upper end, and a plurality of pouring holes (24) are formed in the peripheral surface of the part of the inserted bar (2) inserted in the side slope body (1).
5. A slope strengthening system for foundation construction work according to claim 4, wherein: one end of the inserted bar (2) far away from the upper opening is provided with a sharp head (23) with a sharp corner facing the slope body.
6. A slope strengthening system for use in foundation construction work as claimed in claim 1, wherein: one side of connecting piece (13) opposite side slope body (1) is provided with bearing plate (14), the one end that tip (23) were kept away from in inserted bar (2) passes bearing plate (14) and extends to outside bearing plate (14), mounting (15) are the nut, inserted bar (2) expose in the outer peripheral face of bearing plate (14) and are provided with the external screw thread, nut and inserted bar (2) threaded connection, one side looks butt that connecting piece (13) were kept away from in nut and bearing plate (14), bearing plate (14) are "ten" style of calligraphy, one side and forked tail piece (131) and dovetail groove (121) looks butt that the nut was kept away from in bearing plate (14).
7. A slope strengthening system for foundation construction work according to claim 4, wherein: the top opening lid of inserted bar (2) has closed end cover (21), the outer peripheral face of end cover (21) extends has two fixture blocks (211) of relative setting, set up L type groove (22) with fixture block (211) looks adaptation on the inside wall of inserted bar (2), fixture block (211) are fixed with L type groove (22) joint.
8. A slope strengthening system for use in foundation construction work as claimed in claim 7, wherein: and a pull ring (212) is arranged at one end of the end cover (21) far away from the inserted link (2).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202020135932.8U CN211816322U (en) | 2020-01-20 | 2020-01-20 | A side slope reinforcerment system for basic building engineering |
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202020135932.8U CN211816322U (en) | 2020-01-20 | 2020-01-20 | A side slope reinforcerment system for basic building engineering |
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| Publication Number | Publication Date |
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| CN211816322U true CN211816322U (en) | 2020-10-30 |
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| Application Number | Title | Priority Date | Filing Date |
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| CN202020135932.8U Active CN211816322U (en) | 2020-01-20 | 2020-01-20 | A side slope reinforcerment system for basic building engineering |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113622439A (en) * | 2021-08-31 | 2021-11-09 | 中煤长江基础建设有限公司 | Combined flexible supporting structure and construction method thereof |
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- 2020-01-20 CN CN202020135932.8U patent/CN211816322U/en active Active
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113622439A (en) * | 2021-08-31 | 2021-11-09 | 中煤长江基础建设有限公司 | Combined flexible supporting structure and construction method thereof |
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