CN209907931U - Support-free primary and secondary beam joint mold sealing system based on assembly type structure - Google Patents
Support-free primary and secondary beam joint mold sealing system based on assembly type structure Download PDFInfo
- Publication number
- CN209907931U CN209907931U CN201920178732.8U CN201920178732U CN209907931U CN 209907931 U CN209907931 U CN 209907931U CN 201920178732 U CN201920178732 U CN 201920178732U CN 209907931 U CN209907931 U CN 209907931U
- Authority
- CN
- China
- Prior art keywords
- plate
- sealing
- secondary beam
- vertical
- transverse
- 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
Images
Landscapes
- Continuous Casting (AREA)
Abstract
The utility model discloses a support-free primary and secondary beam joint sealing system based on an assembly structure, which comprises two parallel sealing plates and a connecting piece, wherein each sealing plate comprises a vertical plate and a transverse plate, and the vertical plate and the transverse plate are fixedly connected to form an L-shaped structure; one end of the vertical plate is provided with a first vertical rib plate which is used for being detachably connected with the prefabricated main beam, and the first vertical rib plate and the transverse plate are respectively positioned on two sides of the vertical plate; the first vertical rib plate is provided with a main beam connecting groove, and the other end of the vertical plate is provided with a secondary beam connecting groove; the connecting piece is connected with the two transverse plates, and the two templates form a concave clamping part. The utility model discloses a clamping part is constituteed to two formwork panels interconnect, utilizes girder spread groove and secondary beam spread groove and the pre-buried bolted connection on prefabricated main, the secondary beam simultaneously, forms complete formwork system, need not to increase bearing structure, has assemble rapidly, demolish simple and easy, occupation space is little, cyclic utilization's characteristic.
Description
Technical Field
The utility model relates to a building roof beam technical field especially relates to a exempt from to support primary and secondary roof beam node mould sealing system based on assembled structure.
Background
Urban development planning tends to scale and specialization, assembly type buildings are increasing day by day, construction of prefabricated primary and secondary beam nodes in the assembly type buildings is greatly influenced by sites in the construction period, and difficulty in traditional wood formwork erection and dismantling is high due to dense primary and secondary beam node steel bars. Traditional plank sheathing is formed by the fixed sheet material and flitch skeleton, in the application of prefabricated primary and secondary beam node, needs to use complicated bearing structure to fix the plank sheathing for the structure of sealing the mould system is too big, no matter be dismouting work load, reuse rate or the convenience of accomodating, all nonideal.
SUMMERY OF THE UTILITY MODEL
In order to overcome above-mentioned prior art at least one defect, the utility model provides a exempt from to support primary and secondary roof beam node mould sealing system based on assembled structure.
The utility model discloses a solve the technical scheme that its problem adopted and be:
a support-free primary and secondary beam joint mold sealing system based on an assembled structure comprises two mold sealing plates and connecting pieces, wherein the mold sealing plates are arranged in parallel and comprise a vertical plate and a transverse plate, and the vertical plate and the transverse plate are fixedly connected to form an L-shaped structure; one end of the vertical plate is provided with a first vertical rib plate which is used for being detachably connected with the prefabricated main beam, and the first vertical rib plate and the transverse plate are respectively positioned on two sides of the vertical plate; the first vertical rib plate is provided with a main beam connecting groove, and the other end of the vertical plate is provided with a secondary beam connecting groove; the connecting piece is connected with the two transverse plates, and the two mold sealing plates form a concave clamping part.
The utility model discloses need reserve bolt departure both sides in prefabricated main, secondary beam, only need form the clamping part to two mould board interconnect during the mould sealing, utilize girder spread groove and secondary beam spread groove and prefabricated main, the pre-buried bolted connection on the secondary beam simultaneously, form complete mould sealing system, need not to increase bearing structure, have assemble rapidly, demolish characteristics simple and easy, that occupation space is little, cyclic utilization.
Furthermore, the connecting piece is of a bolt-nut structure, a second vertical rib plate is arranged below the transverse plates along the length direction, a mold sealing plate connecting groove is formed in the second vertical rib plate, and the connecting piece penetrates through the two mold sealing plate connecting grooves and abuts against the transverse plates.
From this, set up second vertical rib board below the diaphragm to pass the template spread groove with the bolt and nut structure and fix two diaphragm butts, make things convenient for the dismouting between two template, can strengthen the intensity of template simultaneously.
Further, a first sealing element is arranged on the abutting surface of the two transverse plates.
The prefabricated main beam further comprises a second sealing element and a third sealing element, wherein the second sealing element is arranged on a joint surface of the clamping part for connecting with the side surface of the prefabricated main beam; the third sealing element is arranged on a joint surface of the clamping part, which is used for being in clamping contact with the prefabricated secondary beam.
Therefore, the sealing performance between the mold sealing system and the prefabricated main beam and the prefabricated secondary beam is maintained through the arrangement of the sealing element, and slurry overflow is prevented.
To sum up, the utility model provides a exempt from to support primary and secondary roof beam node mould sealing system based on assembled structure has following technological effect:
1) the two sides of the outgoing beam of the bolt are reserved in the prefabricated main beam and the prefabricated secondary beam, the two mold sealing plates are only required to be connected with each other to form a clamping part during mold sealing, and meanwhile, the main beam connecting groove and the secondary beam connecting groove are connected with the embedded bolts on the prefabricated main beam and the prefabricated secondary beam to form a complete mold sealing system, a supporting structure is not required to be added, and the prefabricated main beam and secondary beam has the characteristics of rapidness in assembling, simplicity in disassembling, small occupied space and recyclability;
2) a second vertical rib plate is arranged below the transverse plates, and the two transverse plates are abutted and fixed by penetrating through the connecting grooves of the sealing templates through a bolt and nut structure, so that the two sealing templates are convenient to disassemble and assemble, and the strength of the sealing templates can be enhanced;
3) sealing elements are arranged between the formworks and the prefabricated main beam and the prefabricated secondary beam, so that the sealing performance between the mold sealing system and the prefabricated main beam and the prefabricated secondary beam is kept, and slurry overflow is prevented.
Drawings
Fig. 1 is a schematic structural diagram of an embodiment of the present invention;
FIG. 2 is a schematic view of another perspective structure of the support-free primary and secondary beam joint molding system based on the fabricated structure shown in FIG. 1;
fig. 3 is an exploded schematic view of the support-free primary and secondary beam joint sealing system based on the fabricated structure shown in fig. 1.
Wherein the reference numerals have the following meanings:
1. sealing the template; 11. a vertical plate; 12. a transverse plate; 13. a first vertical rib plate; 14. a main beam connecting groove; 15. a secondary beam connecting groove; 16. a second vertical rib plate; 17. sealing a connecting groove of the template; 2. a connecting member; 3. a first seal member; 4. a second seal member; 5. a third seal.
Detailed Description
For better understanding and implementation, the technical solutions in the embodiments of the present invention will be clearly and completely described below with reference to the accompanying drawings in the embodiments of the present invention.
Unless defined otherwise, all technical and scientific terms used herein have the same meaning as commonly understood by one of ordinary skill in the art to which this invention belongs. The terminology used in the description of the invention herein is for the purpose of describing particular embodiments only and is not intended to be limiting of the invention.
Referring to fig. 1 to 3, the utility model discloses a exempt from to support primary and secondary roof beam node mould sealing system based on assembled structure, this mould sealing system can use in the work progress of prefabricated primary and secondary roof beam node. Wherein, the one end of this mould system of sealing is connected with the side of prefabricated girder, and the other end centre gripping is connected on prefabricated secondary beam.
In this embodiment, the mold sealing system includes two mold sealing plates 1 and a connecting member 2 arranged in parallel. The die plate 1 is substantially long and has a substantially L-shaped cross section. Specifically, the die sealing plate 1 comprises a vertical plate 11 and a transverse plate 12, wherein the vertical plate 11 and the transverse plate 12 are integrally bent and formed and are perpendicular to each other to form an L-shaped structure. One end of the vertical plate 11 is provided with a first vertical rib plate 13 which is used for being detachably connected with a prefabricated main beam, and the first vertical rib plate 13 and the transverse plate 12 are respectively positioned on two sides of the vertical plate 11; the first vertical rib plate 13 is perpendicular to the vertical plate 11, and the surface of the first vertical rib plate 13 is flush with the end face of the vertical plate 11, so that the strength of the sealing template 1 is enhanced, the abutting area of the sealing template 1 and the side face of the prefabricated main beam is increased, and slurry leakage is prevented. The first vertical rib plate 13 is provided with a main beam connecting groove 14, and the other end of the vertical plate 11 in the length direction is provided with a secondary beam connecting groove 15, so that the sealing template 1 is connected with the embedded bolts on the prefabricated main beam and the prefabricated secondary beam through the main beam connecting groove and the secondary beam connecting groove.
The connecting piece 2 is connected with the two transverse plates 12, the two mold sealing plates 1 form a concave clamping part (not marked in the figure), one end of the clamping part, provided with the first vertical rib plate 13, is connected with the embedded bolts on the side surface of the prefabricated main beam, and the other end of the clamping part is clamped on the prefabricated secondary beam and is connected with the prefabricated secondary beam through the embedded bolts on the side surface of the prefabricated secondary beam.
In this embodiment, the connecting member 2 is of a bolt-nut structure, a second vertical rib plate 16 is arranged below the transverse plate 12 along the length direction, a mold sealing plate connecting groove 17 is arranged on the second vertical rib plate 16, and the connecting member 2 penetrates through the two mold sealing plate connecting grooves 17 and abuts against the transverse plates 12. Specifically, the connecting member 2 includes a screw (not shown) and nuts (not shown) threadedly mounted at two ends of the screw, the screw sequentially passes through the two mold sealing plate connecting grooves 17, and the nuts are screwed at two ends of the screw for fixation, so as to connect the two mold sealing plates 1 to form the clamping portion.
In this embodiment, the mold sealing system further includes a first sealing element 3, a second sealing element 4 and a third sealing element 5, and the first sealing element 3 is disposed at the abutting surface of the two transverse plates 12; the second sealing element 4 is arranged on a joint surface of the clamping part, which is used for being abutted against the side surface of the prefabricated main beam; the third sealing element 5 is arranged on a joint surface of the clamping part for clamping and contacting with the prefabricated secondary beam. And the sealing performance between the mold sealing system and the prefabricated main beam and the prefabricated secondary beam is kept through the arrangement of the sealing element, and slurry overflow is prevented.
In the embodiment, the two sealing templates 1 constituting the sealing system are symmetrically arranged, and the two sealing templates 1 are consistent in shape and size. Indeed, in other embodiments, the two mold sealing plates may have different sizes, and the positions and sizes of the first vertical rib 13 and the second vertical rib 16 disposed thereon may also have some differences, so as to satisfy the connection manner and principle of the mold sealing system.
Preferably, the sealing template 1 is an aluminum template, and the first sealing element 3, the second sealing element 4 and the third sealing element 5 are adhesive tapes, which are light in weight, easy to see in the conventional process, convenient to process and install and not easy to lose. It is true that the first sealing template 1 may also be a steel template, etc., and the first sealing member 3, the second sealing member 4 and the third sealing member 5 may also be engineering plastics, etc., and the specific selection of the material thereof should be within the routine means of those skilled in the art.
In summary, the support-free primary and secondary beam node mold sealing system based on the fabricated structure provided by the utility model adopts a general light material, can process and adjust the size of the system according to the size of the beam column node on site, and can adjust the arrangement mode according to the site condition, and has low requirements on site conditions; the two templates 1 are connected with each other to form a clamping part and are connected with the embedded bolts on the prefabricated main beam and the prefabricated secondary beam, a supporting structure is not required to be added, the characteristics of rapid assembly, simple disassembly, small occupied space and cyclic utilization are realized, and a large amount of material cost and labor cost are saved; sealing elements are arranged between the die sealing plates 1 and the prefabricated main beam and the prefabricated secondary beam, so that the sealing performance between the die sealing system and the prefabricated main beam and the prefabricated secondary beam is kept, and slurry overflow is prevented.
The technical means disclosed by the scheme of the present invention is not limited to the technical means disclosed by the above embodiments, but also includes the technical scheme formed by the arbitrary combination of the above technical features. It should be noted that, for those skilled in the art, without departing from the principle of the present invention, several improvements and modifications can be made, and these improvements and modifications are also considered as the protection scope of the present invention.
Claims (4)
1. The utility model provides a exempt from to support primary and secondary roof beam node mould sealing system based on assembled structure which characterized in that: the die sealing plate comprises a vertical plate and a transverse plate, and the vertical plate and the transverse plate are fixedly connected to form an L-shaped structure; one end of the vertical plate is provided with a first vertical rib plate which is used for being detachably connected with the prefabricated main beam, and the first vertical rib plate and the transverse plate are respectively positioned on two sides of the vertical plate; the first vertical rib plate is provided with a main beam connecting groove, and the other end of the vertical plate is provided with a secondary beam connecting groove; the connecting piece is connected with the two transverse plates, and the two mold sealing plates form a concave clamping part.
2. The assembly-based structure support-free primary and secondary beam joint mold sealing system of claim 1, wherein: the connecting piece is of a bolt-nut structure, a second vertical rib plate is arranged below the transverse plates, a mold sealing plate connecting groove is formed in the second vertical rib plate, and the connecting piece penetrates through the two mold sealing plate connecting grooves and abuts against the transverse plates.
3. The assembly-based structure support-free primary and secondary beam joint mold sealing system of claim 2, wherein: and a first sealing element is arranged on the abutting surface of the two transverse plates.
4. The assembly-based structure support-free primary and secondary beam joint mold sealing system of claim 1, wherein: the second sealing element and the third sealing element are further included, and the second sealing element is arranged on a joint surface of the clamping part for connecting with the side surface of the prefabricated main beam; the third sealing element is arranged on a joint surface of the clamping part, which is used for being in clamping contact with the prefabricated secondary beam.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201920178732.8U CN209907931U (en) | 2019-01-31 | 2019-01-31 | Support-free primary and secondary beam joint mold sealing system based on assembly type structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201920178732.8U CN209907931U (en) | 2019-01-31 | 2019-01-31 | Support-free primary and secondary beam joint mold sealing system based on assembly type structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN209907931U true CN209907931U (en) | 2020-01-07 |
Family
ID=69030084
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201920178732.8U Active CN209907931U (en) | 2019-01-31 | 2019-01-31 | Support-free primary and secondary beam joint mold sealing system based on assembly type structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN209907931U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111441593A (en) * | 2020-01-22 | 2020-07-24 | 广东建远建筑装配工业有限公司 | Support-free installation method of assembly type concrete frame building |
| CN114809606A (en) * | 2022-06-14 | 2022-07-29 | 华南理工大学建筑设计研究院有限公司 | Method for installing adjustable assembly type prefabricated primary and secondary beam support-free mold sealing device |
-
2019
- 2019-01-31 CN CN201920178732.8U patent/CN209907931U/en active Active
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111441593A (en) * | 2020-01-22 | 2020-07-24 | 广东建远建筑装配工业有限公司 | Support-free installation method of assembly type concrete frame building |
| CN114809606A (en) * | 2022-06-14 | 2022-07-29 | 华南理工大学建筑设计研究院有限公司 | Method for installing adjustable assembly type prefabricated primary and secondary beam support-free mold sealing device |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN201221197Y (en) | Cold bending section bar type formwork system | |
| CN209907931U (en) | Support-free primary and secondary beam joint mold sealing system based on assembly type structure | |
| CN201953070U (en) | Repeatedly usable assembly type processing shed on building construction sites | |
| CN219773324U (en) | Concrete beam plate structure | |
| CN209907932U (en) | Assembled primary and secondary beam joint mold sealing system capable of being quickly installed and dismantled | |
| CN211647442U (en) | Steel construction composite floor interim shaped steel strutting arrangement with adjustable | |
| CN103225396B (en) | Beam frame type construction template system | |
| CN110016992B (en) | Assembly type primary and secondary beam mounting structure and mounting method | |
| CN111188409A (en) | Anti-seismic section steel structure assembled building plate and assembling method thereof | |
| CN103498419A (en) | Box girder steel core mould and construction method thereof | |
| CN209907927U (en) | Assembled beam column node mold sealing system capable of being installed and dismantled quickly | |
| CN211341419U (en) | Beam structure for assembly type building | |
| CN108978890B (en) | Prefabricated main beam and secondary beam composite connection node and connection method thereof | |
| CN112482637A (en) | GRC disassembly-free template for pouring concrete beam plate | |
| CN112554034A (en) | Assembled steel-wood trestle | |
| CN108842916A (en) | Curved-surface structure adjustable curvature truss and method | |
| CN215630958U (en) | Connecting structure between prefabricated floor plates | |
| CN219080083U (en) | Prefabricated pier column template for urban expressway | |
| CN219431356U (en) | Combined floor template | |
| CN219032911U (en) | Wood structure box girder | |
| CN220828037U (en) | Truss floor carrier plate supporting structure | |
| CN216195529U (en) | Wallboard of assembled steel-concrete structure | |
| CN214144674U (en) | Horizontal wooden template and vertical aluminum mould board connection structure | |
| CN219410915U (en) | Side slope plastic steel template convenient to dismouting | |
| CN113250358B (en) | Reinforced concrete spliced floor slab |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant |