CN221193969U - Steel bar truss connecting piece - Google Patents
Steel bar truss connecting piece Download PDFInfo
- Publication number
- CN221193969U CN221193969U CN202323282762.9U CN202323282762U CN221193969U CN 221193969 U CN221193969 U CN 221193969U CN 202323282762 U CN202323282762 U CN 202323282762U CN 221193969 U CN221193969 U CN 221193969U
- Authority
- CN
- China
- Prior art keywords
- steel bar
- bar
- reinforcing bar
- steel
- reinforcing
- 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
- 229910000831 Steel Inorganic materials 0.000 title claims abstract description 134
- 239000010959 steel Substances 0.000 title claims abstract description 134
- 238000005452 bending Methods 0.000 claims abstract description 16
- 230000003014 reinforcing effect Effects 0.000 claims description 27
- 229910001294 Reinforcing steel Inorganic materials 0.000 claims description 11
- 238000003466 welding Methods 0.000 claims description 10
- 239000011148 porous material Substances 0.000 claims 2
- 238000009434 installation Methods 0.000 abstract description 9
- 238000010276 construction Methods 0.000 abstract description 6
- 238000009415 formwork Methods 0.000 abstract description 6
- 230000000694 effects Effects 0.000 abstract description 5
- 239000004568 cement Substances 0.000 description 2
- 230000006835 compression Effects 0.000 description 1
- 238000007906 compression Methods 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
Landscapes
- Joining Of Building Structures In Genera (AREA)
Abstract
The utility model relates to a steel bar truss connecting piece applied to the technical field of construction, which comprises a single-groove connecting block fixed on a bottom formwork, wherein a single-hole groove is cut on the side wall of the single-groove connecting block, the connecting structure is adopted to realize that a third steel bar and a fifth steel bar are respectively inserted into two symmetrically installed double-hole grooves, then a fourth steel bar is temporarily supported above the third steel bar and the fifth steel bar through external force, at the moment, two first bending steel bars are respectively attached to the side walls of the fourth steel bar and the third steel bar and the side walls of the fourth steel bar and the fifth steel bar to be fixed, thus the truss of three steel bars is installed, the second steel bar is clamped in the single-hole groove, then the first steel bar is supported right above the second steel bar through external force, and then the second bending steel bar is abutted against the side walls between the first steel bar and the second steel bar to be fixed, so that the truss installation of the two steel bars is completed, and the effect of firmly supporting the truss is effectively achieved.
Description
Technical Field
The utility model relates to a steel bar truss connecting piece, in particular to a steel bar truss connecting piece applied to the technical field of construction.
Background
The steel bar truss floor support plate belongs to a type of a non-support compression type combined floor support plate, a steel bar truss is shaped and processed in a background processing field, a profiled plate is required to be fixed on a steel beam by using bolts in site construction, then the steel bar truss is placed for binding, concrete is poured after acceptance, in the existing steel bar truss floor support plate, a bottom template is generally connected with the steel bar truss through connecting pieces, and the steel bar truss is assembled through a series of complex connecting pieces during installation.
In order to solve the problem of complex installation, a certain steel bar truss in the market adopts a design of convenient connection construction, and has a certain market occupation ratio.
The existing steel bar truss connection mode is single, stable supporting strength cannot be provided, and the service life of the installed steel bar truss is short.
Disclosure of utility model
Aiming at the prior art, the utility model aims to solve the technical problems that the prior steel bar truss has single connection mode, can not provide stable supporting strength, and has short service life after installation.
In order to solve the problems, the utility model provides a steel bar truss connecting piece, which comprises a single-groove connecting block fixed on a bottom formwork, wherein a single-hole groove is cut on the side wall of the single-groove connecting block, a second steel bar is detachably connected in the single-hole groove, a first steel bar is fixedly connected right above the second steel bar through a supporting steel bar, the bottom end of the supporting steel bar is fixedly connected with the bottom formwork, a second bending steel bar is fixedly connected between the first steel bar and the second steel bar, a double-groove connecting block is fixedly connected on the bottom formwork, a double-hole groove is cut on the side wall of the double-groove connecting block, a third steel bar and a fifth steel bar are symmetrically and detachably connected in the double-hole groove, a fourth steel bar is fixedly connected at the middle part right above the two fifth steel bars through the first bending steel bar, and the bottom end of the first bending steel bar is fixedly connected with the side wall of the third steel bar and the fifth steel bar.
In the connecting piece, the effect of stably supporting the steel bar truss is effectively achieved.
As a further improvement of the application, screw holes are symmetrically cut at the bottom ends of the double-groove connecting block and the single-groove connecting block, and bolts are connected in the screw holes in a threaded manner.
As a further improvement of the application, a telescopic rod is detachably connected to the bottom template positioned on the side edge of the second reinforcing steel bar, and the top end of the telescopic rod is fixedly connected with a supporting plate.
As a further improvement of the application, a chute is cut at the top end of the supporting plate, a clamp is connected in the chute in a sliding way through a sliding block, and the clamp is clamped with the first steel bar.
As a further improvement of the application, the connecting part of the telescopic rod is sleeved with a positioning nut, and the positioning nut is in threaded connection with the telescopic rod.
As a further improvement of the application, the second bending steel bar is welded with the first steel bar, the second steel bar and the first bending steel bar is welded with the third steel bar, the fifth steel bar and the fourth steel bar by electric welding.
To sum up, this scheme can realize, when needs carry out the cement pouring to the steel bar truss after assembling and build, can insert two symmetrical installation's diplopore recesses respectively with third steel bar and fifth steel bar, later support the top between third steel bar and the fifth steel bar temporarily through external force, at this moment paste two first crooked steel bars respectively on fourth steel bar and third steel bar lateral wall and fourth steel bar and fifth steel bar lateral wall, and fix through electric welding mode, at this moment can withdraw the external force of interim support, thereby accomplish welded installation to the truss of three steel bars, after with the second steel bar block in the haplopore recess, rethread external force is with first steel bar support directly over the second steel bar, then with the conflict of second crooked steel bar on the lateral wall between first steel bar and second steel bar, and through electric welding welded fastening, thereby accomplish the truss welded installation to two steel bars, reach the effect of firm support to the truss effectively.
Drawings
Fig. 1 is an axial view of a steel bar truss according to a first embodiment of the present application;
fig. 2 is a view showing a construction of three steel bar trusses according to a first embodiment of the present application;
fig. 3 is a view showing the construction of two steel bar trusses according to the first embodiment of the present application;
fig. 4 is a block diagram of a second embodiment of the present application.
The reference numerals in the figures illustrate:
1. A single groove connecting block; 2. a bottom template; 3. a first reinforcing bar; 4. a second reinforcing bar; 5. a double-groove connecting block; 6. a third reinforcing bar; 7. a fourth reinforcing bar; 8. a fifth reinforcing bar; 9. a first curved rebar; 10. a second curved rebar; 11. a screw hole; 12. a bolt; 13. a single hole groove; 14. a double-hole groove; 15. a telescopic rod; 16. a supporting plate; 17. a clamp; 18. a chute; 19. supporting the steel bar.
Detailed Description
Two embodiments of the present application will be described in detail with reference to the accompanying drawings.
First embodiment:
Fig. 1-3 show a steel bar truss connection comprising a single-channel connection block 1 secured to a bottom form 2, characterized in that: the lateral wall of the single-groove connecting block 1 is provided with a single-hole groove 13, a second steel bar 4 is detachably connected in the single-hole groove 13, a first steel bar 3 is fixedly connected to the middle part right above the second steel bar 4 through a supporting steel bar 19, the bottom end of the supporting steel bar 19 is fixedly connected with a bottom formwork 2, a second bending steel bar 10 is fixedly connected between the first steel bar 3 and the second steel bar 4, a double-groove connecting block 5 is fixedly connected to the bottom formwork 2, the lateral wall of the double-groove connecting block 5 is provided with a double-hole groove 14, a third steel bar 6 and a fifth steel bar 8 are symmetrically and detachably connected in the double-hole groove 14, a fourth steel bar 7 is fixedly connected to the middle part right above the two fifth steel bars 8 through a first bending steel bar 9, and the bottom end of the first bending steel bar 9 is fixedly connected with the lateral walls of the third steel bar 6 and the fifth steel bar 8.
The scheme can be realized, when the cement pouring is carried out after the steel bar truss is assembled and built, the third steel bar 6 and the fifth steel bar 8 can be respectively inserted into the two symmetrically-installed double-hole grooves 14, then the fourth steel bar 7 is temporarily supported above the space between the third steel bar 6 and the fifth steel bar 8 through external force, at the moment, the two first bending steel bars 9 are respectively attached to the side walls of the fourth steel bar 7 and the third steel bar 6 and the side walls of the fourth steel bar 7 and the fifth steel bar 8, and are fixed through electric welding, at the moment, the temporarily-supported external force is removed, so that the welding installation of the truss of three steel bars is completed, after the second steel bar 4 is clamped in the single-hole groove 13, the first steel bar 3 is supported right above the second steel bar 4 through external force, and then the second bending steel bar 10 is abutted against the side walls between the first steel bar 3 and the second steel bar 4, and the welding installation of the truss of the two steel bars is completed through electric welding and fixing, and the effect of firmly supporting the truss of the steel bar is effectively achieved.
Second embodiment:
Fig. 3-4 show that screw holes 11 are symmetrically cut at the bottom ends of the double-groove connecting block 5 and the single-groove connecting block 1, bolts 12 are connected in the screw holes 11 in a threaded manner, telescopic rods 15 are detachably connected to the bottom templates 2 positioned on the side edges of the second reinforcing steel bars 4, supporting plates 16 are fixedly connected to the tops of the telescopic rods 15, sliding grooves 18 are cut at the tops of the supporting plates 16, clamping hoops 17 are slidably connected in the sliding grooves 18 through sliding blocks, the clamping hoops 17 are clamped with the first reinforcing steel bars 3, positioning nuts are sleeved at the joints of the telescopic rods 15 and are connected with the telescopic rods 15 in a threaded manner, and the second bending reinforcing steel bars 10 are welded with the first reinforcing steel bars 3, the second reinforcing steel bars 4, the first bending reinforcing steel bars 9, the third reinforcing steel bars 6, the fifth reinforcing steel bars 8 and the fourth reinforcing steel bars 7 in an electric welding manner.
This scheme can realize, when need oh install the reinforcing bar through the connecting piece, can insert the single hole recess 13 with the second reinforcing bar 4 in fixed back, put two telescopic links 15 that have clamp 17 with the second reinforcing bar 4 both sides again, flexible height of adjusting the telescopic link 15 afterwards, the rethread slider removes clamp 17 position for two clamp 17 are in the symmetry state, at this moment with first reinforcing bar 3 block in clamp 17, have because two clamp 17 adjust to the dislocation symmetry, thereby guarantee that first reinforcing bar 3 is in firm balanced state, later with second crooked reinforcing bar 10 rule fixed weld in between first reinforcing bar 3 and the second reinforcing bar 4, wait welded fastening after, can withdraw clamp 17, thereby accomplish the effect to the temporary support before the steel bar truss welding.
The present utility model is not limited to the above-described embodiments, which are adopted in connection with the actual demands, and various changes made by the person skilled in the art without departing from the spirit of the present utility model are still within the scope of the present utility model.
Claims (6)
1. The utility model provides a steel bar truss connecting piece, includes single groove connecting block (1) on being fixed in bed die board (2), its characterized in that: the utility model discloses a single groove connecting block (1) lateral wall is excavated has single hole recess (13), can dismantle in single hole recess (13) and be connected with second reinforcing bar (4), be located directly over second reinforcing bar (4) through supporting bar (19) fixedly connected with first reinforcing bar (3), and supporting bar (19) bottom and die block (2) fixed connection, fixedly connected with second crooked reinforcing bar (10) between first reinforcing bar (3) and second reinforcing bar (4), fixedly connected with double flute connecting block (5) on die block (2), double flute connecting block (5) lateral wall is excavated has double pore recess (14), the symmetry can be dismantled and be connected with third reinforcing bar (6), fifth reinforcing bar (8) in double pore recess (14), be located two directly over fifth reinforcing bar (8) middle part through first crooked reinforcing bar (9) fixedly connected with fourth reinforcing bar (7), and first crooked reinforcing bar (9) bottom and third reinforcing bar (6), fifth reinforcing bar (8) lateral wall fixed connection.
2. A steel bar truss attachment member according to claim 1 wherein: screw holes (11) are symmetrically drilled in the bottoms of the double-groove connecting block (5) and the single-groove connecting block (1), and bolts (12) are connected with the screw holes (11) in an internal threaded mode.
3. A steel bar truss attachment member according to claim 1 wherein: the bottom template (2) positioned on the side edge of the second reinforcing steel bar (4) is detachably connected with a telescopic rod (15), and the top end of the telescopic rod (15) is fixedly connected with a supporting plate (16).
4. A steel bar truss attachment member according to claim 3 wherein: a sliding groove (18) is formed in the top end of the supporting plate (16), a clamp (17) is connected in the sliding groove (18) in a sliding mode through a sliding block, and the clamp (17) is clamped with the first steel bar (3).
5. A steel bar truss attachment member according to claim 3 wherein: the connecting part of the telescopic rod (15) is sleeved with a positioning nut, and the positioning nut is in threaded connection with the telescopic rod (15).
6. A steel bar truss attachment member according to claim 1 wherein: the second bending steel bar (10) is welded with the first steel bar (3), the second steel bar (4), the first bending steel bar (9) is welded with the third steel bar (6), the fifth steel bar (8) and the fourth steel bar (7) by electric welding.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202323282762.9U CN221193969U (en) | 2023-12-04 | 2023-12-04 | Steel bar truss connecting piece |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202323282762.9U CN221193969U (en) | 2023-12-04 | 2023-12-04 | Steel bar truss connecting piece |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN221193969U true CN221193969U (en) | 2024-06-21 |
Family
ID=91489024
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202323282762.9U Active CN221193969U (en) | 2023-12-04 | 2023-12-04 | Steel bar truss connecting piece |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN221193969U (en) |
-
2023
- 2023-12-04 CN CN202323282762.9U patent/CN221193969U/en active Active
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN213268318U (en) | Full-assembly type concrete beam column connecting node | |
| CN212027131U (en) | Cast-in-place lintel formwork support piece | |
| CN221193969U (en) | Steel bar truss connecting piece | |
| CN208733868U (en) | A kind of quarter bend corrugated steel shear wall and its component | |
| CN212742226U (en) | Steel bar positioning device | |
| CN219773324U (en) | Concrete beam plate structure | |
| CN208518234U (en) | A kind of prefabricated step plate and steel structure connection construct | |
| CN213971756U (en) | Assembled fishway pool room precast beam retractable formwork | |
| CN214006533U (en) | Beam body template with adjustable flange toothed plate | |
| CN211947965U (en) | Cast-in-situ continuous box girder internal mold | |
| CN114197756B (en) | Construction method of assembly type construction conversion layer steel bar positioning clamp | |
| CN103046757A (en) | Method of transforming stiffness pillar cross type steel ribs into stiffness steel tube type steel ribs and transition section thereof | |
| CN221321301U (en) | Make things convenient for fixed connected node of shear force wall cavity overlap joint reinforcing bar | |
| CN221193941U (en) | Preassembled building beam structure | |
| CN218990617U (en) | Assembled superimposed sheet for building engineering | |
| CN206337652U (en) | Swallow-tail form beam-to-column connection part | |
| CN214574943U (en) | Assembled modularization lightweight steel construction wall body | |
| CN221052926U (en) | Assembled prefabricated shear force wall | |
| CN216664740U (en) | Fixing clamp for reinforcing steel bars of prefabricated shear wall component conversion layer | |
| CN214497849U (en) | Assembled structure column cap connecting piece | |
| CN213175286U (en) | Integral prefabricated light concrete door and window frame | |
| CN218374523U (en) | Building cantilever type damping wall connection structure | |
| CN218067496U (en) | Pseudo-static test loading device of assembled tubular pier | |
| CN219404701U (en) | Box girder prefabricated hydraulic template convenient to combine | |
| CN216948802U (en) | Assembly type structure major structure easy to assemble |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant |