CN212177159U - Tunnel steel mould structure - Google Patents
Tunnel steel mould structure Download PDFInfo
- Publication number
- CN212177159U CN212177159U CN202020613942.8U CN202020613942U CN212177159U CN 212177159 U CN212177159 U CN 212177159U CN 202020613942 U CN202020613942 U CN 202020613942U CN 212177159 U CN212177159 U CN 212177159U
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- China
- Prior art keywords
- tunnel steel
- platform
- die carrier
- tunnel
- outer frame
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Abstract
The utility model relates to a tunnel steel die structure, steel construction technical field that belongs to, including basic die carrier, basic die carrier upper end be equipped with basic die carrier looks sliding type connection fixed tunnel steel die carrier, basic die carrier front end be equipped with the demolding platform, demolding platform lower extreme be equipped with tunnel steel die carrier looks bolt fixed connection's connection strut, other three outer terminal surfaces of basic die carrier all be equipped with the outrigger platform, outrigger platform and basic die carrier between be equipped with fixed pulling block, tunnel steel die carrier and basic die carrier between be equipped with a plurality of steel die carrier tracks with tunnel steel die carrier looks roller type inlay card. The device has the characteristics of simple structure, convenience in disassembly and assembly, high efficiency and short construction period. The problem of wall body and floor concrete pouring together is solved.
Description
Technical Field
The utility model relates to a steel construction technical field, concretely relates to tunnel steel mould structure.
Background
The tunnel form is a combined type forming form for simultaneously casting concrete of a wall body and a floor slab on site, and is called as a tunnel form because the form is like a tunnel.
At present, shear wall structural templates for building construction are commonly assembled wood templates and large-block steel molds. The template wall and the floor are separately constructed, a full-hall inner frame construction floor is erected, and double rows of outer scaffolds or overhanging frames are erected.
Disclosure of Invention
The utility model discloses mainly solve and have the loaded down with trivial details, the many and not enough of cycle length of construction process of dismouting among the prior art, provide a tunnel steel mould structure, it has simple structure, the dismouting is convenient, efficient and the short characteristics of construction cycle. The problem of wall body and floor concrete pouring together is solved.
The above technical problem of the present invention can be solved by the following technical solutions:
the utility model provides a tunnel steel die structure, includes basic die carrier, basic die carrier upper end be equipped with basic die carrier looks sliding type connection fixed tunnel steel die carrier, basic die carrier front end be equipped with the demolding platform, demolding platform lower extreme be equipped with tunnel steel die carrier looks bolt fixed connection's connection strut, other three outer terminal surfaces of basic die carrier all be equipped with the outrigger platform, outrigger platform and basic die carrier between be equipped with fixed pulling block, tunnel steel die carrier and basic die carrier between be equipped with a plurality of and tunnel steel die carrier looks roller type inlay card's steel die carrier track.
Preferably, construction platforms are arranged between two side edges of the tunnel steel framework, a platform strut base is arranged between the construction platforms and the outer frame platform, and a platform strut which is in bolt fastening connection with the tunnel steel framework is arranged between the platform strut base and the construction platforms.
Preferably, the tunnel steel formwork comprises a pair of half tunnel steel formwork frames, a plurality of tunnel formwork positioning assemblies are arranged between the upper portions of the two half tunnel steel formwork frames, and a pair of inclined supporting rods and vertical supporting rods which are distributed in a mirror image mode are arranged in the half tunnel steel formwork frames.
Preferably, the tunnel die positioning assembly comprises a pressing block, the lower ends of the two sides of the pressing block are respectively provided with a limiting block integrally welded with the pressing block, and the upper end of the pressing block is provided with a pull handle integrally welded with the pressing block.
Preferably, the cross section of the limiting block is of a diamond structure.
Preferably, the side edges of the two half tunnel steel mould frames, the side edges of the half tunnel steel mould frames and the construction platform, and the side edges of the half tunnel steel mould frames and the construction platform are fastened by adopting stud bolts, and a plurality of lifting lugs in threaded sleeve joint with the half tunnel steel mould frames are arranged at the upper ends of the half tunnel steel mould frames.
Preferably, the outer frame platform comprises an outer frame guardrail, a pair of outer frame bottom plates is arranged between the outer frame guardrail and the base formwork, a plurality of rib supporting plates are arranged between the two outer frame bottom plates, and outer frame supporting rods fixedly connected with the base formwork through bolts are arranged at the lower ends of the outer frame bottom plates.
The utility model discloses can reach following effect:
the utility model provides a tunnel steel mould structure compares with prior art, has simple structure, the dismouting is convenient, efficient and construction cycle is short characteristics. The problem of wall body and floor concrete pouring together is solved.
Drawings
Fig. 1 is a schematic side view of the present invention.
Fig. 2 is a schematic top view of the base mold frame and the mold stripping platform of the present invention.
Fig. 3 is a front view structure diagram of the present invention.
Fig. 4 is a schematic front view of the tunnel mold positioning assembly of the present invention.
Fig. 5 is a side view schematic structure diagram of the tunnel mold positioning assembly of the present invention.
Fig. 6 is a schematic top view of the tunnel mold positioning assembly of the present invention.
In the figure: outrigger platform 1, fixed pull block 2, tunnel steel framework 3, basic formwork 4, connection strut 5, demolding platform 6, steel framework track 7, construction platform 8, platform strut 9, platform strut base 10, outrigger guardrail 11, brace plate 12, outrigger bottom plate 13, outrigger vaulting pole 14, half tunnel steel mould frame 15, lug 16, diagonal brace 17, vertical brace 18, tunnel mould locating component 19, stopper 20, briquetting 21, handle 22.
Detailed Description
The technical solution of the present invention is further specifically described below by way of examples and with reference to the accompanying drawings.
Example (b): as shown in fig. 1-6, a tunnel steel die structure, including base die frame 4, base die frame 4 upper end is equipped with the tunnel steel die frame 3 of being connected fixedly with base die frame 4 looks slidable, tunnel steel die frame 3 includes a pair of half tunnel steel die frame 15, between two half tunnel steel die frame 15 sides, between half tunnel steel die frame 15 and construction platform 8, half tunnel steel die frame 15 all adopts stud fastening with platform strut 9, half tunnel steel die frame 15 upper end is equipped with a plurality of lugs 16 that the screw thread formula of being cup jointed mutually with half tunnel steel die frame 15. 5 tunnel mould locating components 19 are arranged between the upper parts of the two half tunnel steel mould frames 15, each tunnel mould locating component 19 comprises a pressing block 21, the lower ends of the two sides of each pressing block 21 are respectively provided with a limiting block 20 integrally welded with the corresponding pressing block 21, and the cross section of each limiting block 20 is of a diamond structure. The upper end of the pressing block 21 is provided with a pull handle 22 integrally welded with the pressing block 21. A pair of inclined supporting rods 17 and vertical supporting rods 18 which are distributed in a mirror image mode are arranged in the half tunnel steel mold frame 15. All be equipped with construction platform 8 between 3 both sides limits of tunnel steel form, be equipped with platform strut base 10 between construction platform 8 and outrigger platform 1, be equipped with between platform strut base 10 and construction platform 8 with 3 looks bolt-up connection's of tunnel steel form platform strut 9. The front end of the base formwork frame 4 is provided with a demolding platform 6, the lower end of the demolding platform 6 is provided with a connecting support frame 5 fixedly connected with a tunnel steel formwork 3-phase bolt, other three outer end faces of the base formwork frame 4 are provided with outer frame platforms 1, each outer frame platform 1 comprises an outer frame guardrail 11, a pair of outer frame bottom plates 13 are arranged between the outer frame guardrails 11 and the base formwork frame 4, 3 supporting rib plates 12 are arranged between the two outer frame bottom plates 13, and the lower ends of the outer frame bottom plates 13 are provided with outer frame supporting rods 14 fixedly connected with the base formwork frame 4-phase bolt. A fixed pulling block 2 is arranged between the outer frame platform 1 and the base formwork 4, and 2 steel formwork tracks 7 which are clamped and embedded with the tunnel steel formwork 3 in a roller type are arranged between the tunnel steel formwork 3 and the base formwork 4.
To sum up, this tunnel steel mould structure has simple structure, the dismouting is convenient, efficient and construction cycle is short characteristics. The problem of wall body and floor concrete pouring together is solved.
It is obvious to a person skilled in the art that the invention is not restricted to details of the above-described exemplary embodiments, but that it can be implemented in other specific forms without deviating from the basic characteristics of the invention. The present embodiments are therefore to be considered in all respects as illustrative and not restrictive, the scope of the invention being indicated by the appended claims rather than by the foregoing description, and all changes which come within the meaning and range of equivalency of the claims are therefore intended to be embraced therein. Any reference sign in a claim should not be construed as limiting the claim concerned.
In conclusion, the above description is only the specific embodiment of the present invention, but the structural features of the present invention are not limited thereto, and any person skilled in the art can make changes or modifications within the scope of the present invention.
Claims (7)
1. The utility model provides a tunnel steel die structure which characterized in that: including base die carrier (4), base die carrier (4) upper end be equipped with base die carrier (4) looks sliding type connection fixed tunnel steel form (3), base die carrier (4) front end be equipped with demolding platform (6), demolding platform (6) lower extreme be equipped with tunnel steel form (3) looks bolt fixed connection's connection support frame (5), other three outer terminal surfaces of base die carrier (4) all be equipped with outer frame platform (1), outer frame platform (1) and base die carrier (4) between be equipped with fixed pull block (2), tunnel steel form (3) and base die carrier (4) between be equipped with a plurality of steel form track (7) with tunnel steel form (3) looks roller type inlay card.
2. The tunnel steel form structure of claim 1, wherein: the tunnel steel form (3) both sides limit between all be equipped with construction platform (8), construction platform (8) and outrigger platform (1) between be equipped with platform strut base (10), platform strut base (10) and construction platform (8) between be equipped with tunnel steel form (3) looks bolt-up connection's platform strut (9).
3. The tunnel steel form structure of claim 2, wherein: the tunnel steel formwork (3) comprises a pair of half tunnel steel formwork frames (15), a plurality of tunnel formwork positioning assemblies (19) are arranged between the upper portions of the two half tunnel steel formwork frames (15), and a pair of inclined supporting rods (17) and vertical supporting rods (18) which are distributed in a mirror image mode are arranged in the half tunnel steel formwork frames (15).
4. The tunnel steel form structure of claim 3, wherein: the tunnel die positioning assembly (19) comprises a pressing block (21), the lower ends of two sides of the pressing block (21) are respectively provided with a limiting block (20) which is integrally welded with the pressing block (21), and the upper end of the pressing block (21) is provided with a pull handle (22) which is integrally welded with the pressing block (21).
5. The tunnel steel form structure of claim 4, wherein: the cross section of the limiting block (20) is of a diamond structure.
6. The tunnel steel form structure of claim 3, wherein: the side edges of the two half tunnel steel die frames (15), the side edges of the half tunnel steel die frames (15) and the construction platform (8), the half tunnel steel die frames (15) and the platform support frame (9) are fastened by adopting stud bolts, and a plurality of lifting lugs (16) which are in threaded sleeve joint with the half tunnel steel die frames (15) are arranged at the upper ends of the half tunnel steel die frames (15).
7. The tunnel steel form structure of claim 1, wherein: the outer frame platform (1) include outer frame guardrail (11), outer frame guardrail (11) and basic die carrier (4) between be equipped with a pair of outer frame bottom plate (13), be equipped with a plurality of deep floor (12) between two outer frame bottom plates (13), outer frame bottom plate (13) lower extreme be equipped with basic die carrier (4) looks bolted connection fixed outer frame vaulting pole (14).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202020613942.8U CN212177159U (en) | 2020-04-22 | 2020-04-22 | Tunnel steel mould structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202020613942.8U CN212177159U (en) | 2020-04-22 | 2020-04-22 | Tunnel steel mould structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN212177159U true CN212177159U (en) | 2020-12-18 |
Family
ID=73766798
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202020613942.8U Expired - Fee Related CN212177159U (en) | 2020-04-22 | 2020-04-22 | Tunnel steel mould structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN212177159U (en) |
-
2020
- 2020-04-22 CN CN202020613942.8U patent/CN212177159U/en not_active Expired - Fee Related
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20201218 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |