CN210828318U - Be applied to super thick vertical concrete structure template system interior angle reinforced structure - Google Patents
Be applied to super thick vertical concrete structure template system interior angle reinforced structure Download PDFInfo
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- CN210828318U CN210828318U CN201921229677.7U CN201921229677U CN210828318U CN 210828318 U CN210828318 U CN 210828318U CN 201921229677 U CN201921229677 U CN 201921229677U CN 210828318 U CN210828318 U CN 210828318U
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Abstract
The utility model discloses an interior angle reinforcing structure applied to an ultra-thick vertical concrete structure template system, which comprises a first keel and a second keel, wherein an L-shaped core belt plate is arranged between the first keel and the second keel, the L-shaped core belt plate comprises a core belt stiffening plate, a core belt upper plate and a core belt lower plate, the core belt stiffening plate is positioned between the core belt upper plate and the core belt lower plate, the side wall of the core belt upper plate is connected with the side wall of the first keel, the side wall of the core belt lower plate is connected with the side wall of the second keel, and a keel bayonet lock is connected among the first keel, the second keel and the L-shaped core belt plate; the utility model discloses a mode that fossil fragments cooperation core band plate was consolidated non-deformable and displacement when concrete placement, reliable and stable, difficult mould that explodes rises the mould, and the concrete shaping is of high quality, and reinforced structure is simple, and the component is light and handy, and is easy and simple to handle to shorten construction period, improve work efficiency, adopt the fixed convenient to detach of fossil fragments bayonet lock, can have enough to meet the need utilization material saving.
Description
Technical Field
The utility model belongs to the technical field of the construction, concretely relates to shear force wall connecting device, more specifically be applied to interior angle reinforced structure of super thick vertical concrete structure template system.
Background
With the continuous development of the building industry, the structural forms are more diverse, in order to meet special building functions, various structural body types such as super-thick structural bodies and large sections appear, for example, in order to meet the radiation protection requirements, the thickness of the reinforced concrete shear wall reaches more than 1.7m, the size of a structural column reaches more than 4mx3m, concrete pouring needs one-step pouring forming, great construction challenges are brought to the construction of a reinforced concrete formwork reinforcing system of a vertical member, particularly, the reinforcing requirements of inner corner parts are high, the conventional reinforcing method for reinforcing the inner corner of the formwork is a batten fixing method and a steel pipe reinforcing method, but the safety and stability of the conventional reinforcing method is difficult to meet the requirements, the phenomena of formwork explosion and formwork expansion are easy to occur.
The existing internal angle reinforcing structure applied to the ultra-thick vertical concrete structure template system has certain disadvantages in use, the existing internal angle reinforcing structure applied to the ultra-thick vertical concrete structure template system has a relatively common reinforcing effect, and the template expansion condition is easy to occur during pouring; the existing inner angle reinforcing structure applied to the ultra-thick vertical concrete structure template system is complex and inconvenient to install; the existing inner angle reinforcing structure applied to the ultra-thick vertical concrete structure template system is not convenient enough in disassembly, cannot be fully utilized, has material waste and brings certain influence on actual use.
SUMMERY OF THE UTILITY MODEL
In order to overcome the technical problems, the utility model aims to provide an inner angle reinforcing structure applied to a super-thick vertical concrete structure template system, which can effectively solve the problems that the reinforcing effect of the existing inner angle reinforcing structure applied to the super-thick vertical concrete structure template system is general, and the mold expansion condition is easy to occur during pouring; the existing inner angle reinforcing structure applied to the ultra-thick vertical concrete structure template system is complex and inconvenient to install; the existing inner angle reinforcing structure applied to the super-thick vertical concrete structure formwork system is not convenient enough in disassembly, cannot be fully utilized and has the problem of material waste.
The purpose of the utility model can be realized by the following technical scheme:
an inner angle reinforcing structure applied to an ultra-thick vertical concrete structure template system comprises a first keel and a second keel, wherein an L-shaped core strip plate is arranged between the first keel and the second keel and comprises a core strip reinforcing plate, a core strip upper plate and a core strip lower plate, the core strip reinforcing plate is positioned between the core strip upper plate and the core strip lower plate, the side wall of the core strip upper plate is connected with the side wall of the first keel, the side wall of the core strip lower plate is connected with the side wall of the second keel, and a keel bayonet lock is connected among the first keel, the second keel and the L-shaped core strip plate in a penetrating mode;
the first keel comprises a main supporting plate, a first extension plate and a second extension plate are mounted on the side wall of the main supporting plate, and the first extension plate and the second extension plate are arranged in parallel.
As a further aspect of the present invention: the core belt stiffening plate, the core belt upper plate and the core belt lower plate are mutually welded and connected, a plurality of groups of slotted holes are formed among the core belt stiffening plate, the core belt upper plate and the core belt lower plate in a penetrating mode, and the slotted holes are waist-shaped holes.
As a further aspect of the present invention: the keel clamping pin is clamped into the slotted hole, and the sectional area of the top of the keel clamping pin is larger than that of the bottom of the keel clamping pin.
As a further aspect of the present invention: first fossil fragments and second fossil fragments parallel and relative setting, and first fossil fragments and second fossil fragments are perpendicular setting with the fossil fragments bayonet lock.
As a further aspect of the present invention: the bottom width of the first extension plate and the second extension plate is larger than the top width of the first extension plate and the second extension plate, and the opposite side walls of the first extension plate and the second extension plate are arranged in an arc shape.
The utility model discloses following beneficial effect has:
1. the utility model discloses a mode that adopts first fossil fragments and second fossil fragments cooperation L shape core band board to combine together consolidates first template and second template, L shape core band board joint carries out preliminary fixed between first fossil fragments and second fossil fragments, set up multiunit coincidence slotted hole again at L shape core band board and first fossil fragments and second fossil fragments, utilize the fossil fragments bayonet lock to peg graft and consolidate, adopt and consolidate the interior angle system structure that first template and second template constitute at L shape core band board and first fossil fragments and second fossil fragments, thereby when concrete placement interior angle, first template and second template are firm and difficult to take place to warp, first template and second template atress are reliable and difficult to take place the displacement, difficult to take place the mould condition that rises when pouring, the concrete shaping is of high quality;
2. the L-shaped core belt plate, the first keel and the second keel are adopted to form a reinforcing structure, the reinforcing structure is simple, and the components are light and handy, so that the mounting is convenient, the construction period is shortened, and the mounting efficiency is improved;
3. this reinforced structure is constituteed through the mode that adopts L shape core band plate joint cooperation fossil fragments bayonet lock to consolidate between first fossil fragments and second fossil fragments to extract the fossil fragments bayonet lock, break away from L shape core band plate again and can dismantle from between first fossil fragments and the second fossil fragments, thereby this reinforced material can have enough to meet the need the utilization, material saving.
Drawings
The present invention will be further described with reference to the accompanying drawings.
Fig. 1 is an overall plan view of the present invention.
Fig. 2 is a cross-sectional view of the present invention.
Figure 3 is a structural view of the first keel of the present invention.
In the figure 1, an L-shaped core band plate; 2. a first keel; 3. a second keel; 4. a keel clamp pin; 5. a core belt stiffener; 6. the core belt is provided with an upper plate; 7. a core band lower plate; 8. a main support plate; 9. a first extension plate; 10. a second extension plate; 11. a first template; 12. a second template.
Detailed Description
The technical solutions in the embodiments of the present invention will be described clearly and completely below with reference to the embodiments of the present invention, and it is obvious that the described embodiments are only some embodiments of the present invention, not all embodiments. Based on the embodiments of the present invention, all other embodiments obtained by a person of ordinary skill in the art without creative efforts belong to the protection scope of the present invention.
As shown in fig. 1-3, an inner angle reinforcing structure applied to a formwork system of an ultra-thick vertical concrete structure comprises a first keel 2 and a second keel 3, an L-shaped core band plate 1 is installed between the first keel 2 and the second keel 3, the L-shaped core band plate 1 comprises a core band stiffening plate 5, a core band upper plate 6 and a core band lower plate 7, the core band stiffening plate 5 is located between the core band upper plate 6 and the core band lower plate 7, the side wall of the core band upper plate 6 is connected with the side wall of the first keel 2, the side wall of the core band lower plate 7 is connected with the side wall of the second keel 3, a keel 4 is connected between the first keel 2, the second keel 3 and the L-shaped core band plate 1 in a manner of inserting the keel bayonet 4, so that the reinforcing structure is of a rented type and can be disassembled, and is convenient to install and disassemble, and has a short installation period;
Mutual welded connection between core area stiffened plate 5, core area upper plate 6 and the core area hypoplastron 7 runs through and has seted up a plurality of groups slotted hole between core area stiffened plate 5, core area upper plate 6 and the core area hypoplastron 7, and the slotted hole is waist type hole, sets up the multiunit slotted hole to can adopt a plurality of fossil fragments bayonet lock 4 to fix, increase this reinforced structure's fixed effect.
The keel bayonet lock 4 is clamped into the slotted hole, the sectional area of the top of the keel bayonet lock 4 is larger than that of the bottom of the keel bayonet lock, and the keel bayonet lock 4 adopts a structure with a large top and a small bottom and can be suitable for slotted holes of different specifications.
The width of the bottom of the first extension plate 9 and the second extension plate 10 is larger than that of the top of the first extension plate, and the opposite side walls of the first extension plate 9 and the second extension plate 10 are both arc-shaped.
When the inner angle reinforcing structure is used, a first template 11 and a second template 12 in a concrete structure template system are connected with each other to form an L-shaped inner angle structure, an L-shaped core belt plate 1 is attached to the side surfaces and the top surfaces of the first template 11 and the second template 12, a first keel 2 and a second keel 3 are installed on the two sides of the L-shaped core belt plate 1 and clamped tightly, a core belt upper plate 6, a core belt lower plate 7 and a core belt stiffening plate 5 on the L-shaped core belt plate 1 are welded with each other, slotted holes are formed in the first keel 2, the second keel 3, the core belt upper plate 6, the core belt lower plate 7 and the core belt stiffening plate 5, the position of the L-shaped core belt plate 1 is adjusted to enable the slotted holes formed in the L-shaped core belt plate 1 to be overlapped with the slotted holes formed in the first keel 2 and the second keel 3, a bayonet 4 is inserted into the slotted holes, utilize the instrument to hammer into slotted hole with fossil fragments bayonet lock 4, until chucking between fossil fragments bayonet lock 4 and the slotted hole, set up the slotted hole position on multiunit slotted hole and the L shape core band board 1 on first fossil fragments 2 and second fossil fragments 3 and correspond the coincidence, insert multiunit fossil fragments bayonet lock 4 again and consolidate to make, accomplish the fixed effect between first fossil fragments 2 of reinforcement and second fossil fragments 3 and the L shape core band board 1 at the template system internal angle better.
The utility model discloses an adopt the mode that first fossil fragments 2 and second fossil fragments 3 cooperate L shape core band board 1 to combine together to consolidate first template 11 and second template 12, L shape core band board 1 joint carries out preliminary fixed between first fossil fragments 2 and second fossil fragments 3, set up multiunit coincidence slotted hole again at L shape core band board 1 and first fossil fragments 2 and second fossil fragments 3, utilize fossil fragments bayonet lock 4 to peg graft and consolidate, adopt at L shape core band board 1 and first fossil fragments 2 and second fossil fragments 3 to consolidate the interior angle architecture that first template 11 and second template 12 constitute, thereby during concrete placement interior angle, first template 11 and second template 12 stabilize and be difficult to take place the deformation, first template 11 and second template 12 atress are reliable and be difficult to take place the displacement, be difficult to take place the mould condition that rises during pouring, the concrete shaping is of high quality; the L-shaped core belt plate 1, the first keel 2 and the second keel 3 are adopted to form a reinforcing structure, the reinforcing structure is simple, and the components are light, so that the mounting is convenient, the construction period is shortened, and the mounting efficiency is improved; this reinforced structure is constituteed through the mode that adopts 1 joint of L shape core band board to cooperate fossil fragments bayonet lock 4 to consolidate between first fossil fragments 2 and second fossil fragments 3 to extract fossil fragments bayonet lock 4, break away from L shape core band board 1 again and can dismantle from between first fossil fragments 2 and second fossil fragments 3, thereby this reinforced material can have enough to meet the need the utilization, material saving.
The foregoing is merely exemplary and illustrative of the structure of the invention, and various modifications, additions and substitutions as described in the detailed description may be made by those skilled in the art without departing from the structure or exceeding the scope of the invention as defined in the claims.
Claims (5)
1. The inner angle reinforcing structure is applied to an ultra-thick vertical concrete structure template system and is characterized by comprising a first keel (2) and a second keel (3), wherein an L-shaped core belt plate (1) is installed between the first keel (2) and the second keel (3), the L-shaped core belt plate (1) comprises a core belt stiffening plate (5), a core belt upper plate (6) and a core belt lower plate (7), the core belt stiffening plate (5) is positioned between the core belt upper plate (6) and the core belt lower plate (7), the side wall of the core belt upper plate (6) is connected with the side wall of the first keel (2), the side wall of the core belt lower plate (7) is connected with the side wall of the second keel (3), and a bayonet lock (4) is connected among the first keel (2), the second keel (3) and the L-shaped core belt plate (1);
the first keel (2) comprises a main support plate (8), a first extension plate (9) and a second extension plate (10) are mounted on the side wall of the main support plate (8), and the first extension plate (9) and the second extension plate (10) are arranged in parallel.
2. The inner angle reinforcing structure applied to the ultra-thick vertical concrete structure formwork system is characterized in that the core belt stiffening plate (5), the core belt upper plate (6) and the core belt lower plate (7) are welded and connected with each other according to claim 1, a plurality of groups of slotted holes are formed through the core belt stiffening plate (5), the core belt upper plate (6) and the core belt lower plate (7), and the slotted holes are waist-shaped holes.
3. The inner angle reinforcing structure applied to the ultra-thick vertical concrete structure formwork system is characterized in that the keel clamping pin (4) is clamped into the slotted hole, and the top sectional area of the keel clamping pin (4) is larger than the bottom sectional area of the keel clamping pin.
4. The inner angle reinforcing structure applied to the ultra-thick vertical concrete structure formwork system is characterized in that the first keel (2) and the second keel (3) are parallel and opposite to each other, and the first keel (2) and the second keel (3) are perpendicular to the keel bayonet lock (4).
5. The inner corner reinforcing structure applied to the ultra-thick vertical concrete structure formwork system according to claim 1, wherein the width of the bottom of the first extension plate (9) and the second extension plate (10) is larger than that of the top of the first extension plate, and the opposite side walls of the first extension plate (9) and the second extension plate (10) are arranged in an arc shape.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201921229677.7U CN210828318U (en) | 2019-07-31 | 2019-07-31 | Be applied to super thick vertical concrete structure template system interior angle reinforced structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201921229677.7U CN210828318U (en) | 2019-07-31 | 2019-07-31 | Be applied to super thick vertical concrete structure template system interior angle reinforced structure |
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| Publication Number | Publication Date |
|---|---|
| CN210828318U true CN210828318U (en) | 2020-06-23 |
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| Application Number | Title | Priority Date | Filing Date |
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| CN201921229677.7U Expired - Fee Related CN210828318U (en) | 2019-07-31 | 2019-07-31 | Be applied to super thick vertical concrete structure template system interior angle reinforced structure |
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Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110593554A (en) * | 2019-07-31 | 2019-12-20 | 中建四局第六建筑工程有限公司 | Be applied to super thick vertical concrete structure template system interior angle reinforced structure |
| CN112681728A (en) * | 2020-12-21 | 2021-04-20 | 中建八局第一建设有限公司 | Integrated prefabricated giant column steel formwork supporting system |
-
2019
- 2019-07-31 CN CN201921229677.7U patent/CN210828318U/en not_active Expired - Fee Related
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110593554A (en) * | 2019-07-31 | 2019-12-20 | 中建四局第六建筑工程有限公司 | Be applied to super thick vertical concrete structure template system interior angle reinforced structure |
| CN112681728A (en) * | 2020-12-21 | 2021-04-20 | 中建八局第一建设有限公司 | Integrated prefabricated giant column steel formwork supporting system |
| CN112681728B (en) * | 2020-12-21 | 2022-07-22 | 中建八局第一建设有限公司 | Integrated prefabricated giant column steel formwork supporting system |
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| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee | ||
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Granted publication date: 20200623 Termination date: 20210731 |