CN210105293U - Novel flitch is as reinforcement system of template main joist - Google Patents
Novel flitch is as reinforcement system of template main joist Download PDFInfo
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- CN210105293U CN210105293U CN201920598985.0U CN201920598985U CN210105293U CN 210105293 U CN210105293 U CN 210105293U CN 201920598985 U CN201920598985 U CN 201920598985U CN 210105293 U CN210105293 U CN 210105293U
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Abstract
The utility model discloses a novel batten reinforcing system as a template main keel, which comprises a template main body, a composite batten and a reinforcing device; the composite batten is fixedly connected with the template main body; the reinforcing device is fixedly connected with the composite batten; the composite batten comprises a main keel and a secondary keel, and the main keel is fixedly connected with the secondary keel; the reinforcing device comprises an outer external corner hoop, an inner internal corner hoop, a shear wall clamp, a connecting piece and a U-shaped clamping groove; the outer external corner hoop, the inner internal corner hoop, the shear wall clamp, the connecting piece and the U-shaped clamping groove are fixedly connected with the main keel respectively. The utility model discloses a compound square timber is fixed to the template main part to adopt reinforcing apparatus to consolidate compound square timber, when guaranteeing building templates intensity, make things convenient for constructor to install and dismantle building templates, improve building templates's installation and the efficiency of dismantling.
Description
Technical Field
The utility model belongs to the technical field of the building templates application technique and specifically relates to a novel flitch is as reinforcement system of template main joist that relates to.
Background
The building template is a temporary supporting structure which is manufactured according to the design requirement, so that a concrete structure and a member are formed according to the specified position and geometric dimension, the correct position of the concrete structure and the member is kept, and the self weight of the building template and the external load acting on the building template are borne; the purpose of the template engineering is to ensure the quality and the construction safety of the concrete engineering, accelerate the construction progress and reduce the engineering cost.
In the prior art, most building templates adopt common battens as keels of the building templates, adopt wood boards as templates and use steel pipes or the steel battens to fix the building templates around the templates; when the building template is used, because the fixing strength of the used common square timber is not enough, the common square timber needs to be fixed through a large number of steel pipes or steel beams, and the construction safety can be ensured; such a building template consumes a large amount of steel pipes or steel square materials, and is also inconvenient to disassemble in the later stage, so that the construction period is prolonged, and the construction progress is not facilitated.
It can be seen that the prior art is still in need of improvement and development.
Disclosure of Invention
In view of the not enough of above-mentioned prior art, the utility model aims to provide a novel flitch is as reinforcement system of template main joist fixes the template main part through adopting compound square timber to adopt reinforcing apparatus to consolidate compound square timber, when guaranteeing building templates intensity, make things convenient for constructor to install and dismantle building templates, improve building templates's installation and the efficiency of dismantling.
The utility model provides a technical scheme that technical problem adopted as follows:
the utility model provides a novel batten as a reinforcing system of a template main keel, which comprises a template main body, a composite batten arranged on the template main body and used for fixing the template main body, and a reinforcing device arranged on the composite batten and used for reinforcing the composite batten; the composite batten is fixedly connected with the template main body; the reinforcing device is fixedly connected with the composite batten;
the composite batten comprises a main keel and a secondary keel, and the main keel is fixedly connected with the secondary keel;
the reinforcing device comprises an outer external corner hoop, an inner internal corner hoop, a shear wall clamp, a connecting piece and a U-shaped clamping groove; the outer external corner hoop, the inner internal corner hoop, the shear wall clamp, the connecting piece and the U-shaped clamping groove are fixedly connected with the main keel respectively.
Further, the outer external corner hoop is in an L shape; the outer external corner hoop is arranged at the position of the outer external corner of the template main body and fixedly connected with the main keel on the outer external corner through bolts.
Furthermore, the inner reentrant corner hoop is in an L shape; the inner internal corner hoop is arranged at the position of the inner internal corner of the template main body and fixedly connected with the main keel on the inner internal corner through a bolt.
Further, the shear wall clip is L-shaped; the shear wall clamp is arranged at the position of the shear wall head of the template main body and is fixedly connected with the main keel on the shear wall head through a bolt.
Furthermore, the shear wall clips are symmetrically arranged, and the symmetrically arranged shear wall clips are respectively arranged at the front side and the back side of the shear wall.
Further, the connecting piece sets up the junction at the main joist, the one end of connecting piece passes through bolt and a main joist fixed connection, just the other end of connecting piece passes through bolt and another main joist fixed connection.
Further, U type draw-in groove sets up the crossing position at main joist and secondary joist, U type draw-in groove and main joist, secondary joist fixed connection.
Further, bolt adjusting grooves are formed in the surfaces of the outer male corner hoop, the inner female corner hoop, the shear wall clamp and the connecting piece, and the width of each bolt adjusting groove is matched with the diameter of each bolt.
Further, the surface of the U-shaped clamping groove is provided with a fixing hole, and the diameter of the fixing hole is matched with that of the bolt.
Further, the template main body is a polymer anhydrous fiber super-strong composite template; the composite batten is a polymer anhydrous fiber super-strong composite batten.
The utility model discloses the technical scheme who adopts has following beneficial effect:
the utility model provides a novel batten as a reinforcing system of a template main keel, because the adopted template main body and the adopted composite battens are polymer anhydrous fiber super-strong composite templates, the strength of the building template is enhanced; the composite batten is reinforced by the reinforcing device, so that the reinforcing device adopting a steel pipe or a steel batten in the prior art is replaced, and a large amount of reinforcing materials are saved; and, compare the mode of consolidating in steel pipe or steel side among the prior art, the utility model discloses a reinforcing apparatus installation with dismantle very conveniently, be favorable to improving building templates's installation and dismantlement efficiency to shorten construction cycle.
Drawings
Fig. 1 is a schematic structural diagram of a reinforcement system (first view angle) using a novel batten as a template main keel.
Fig. 2 is a schematic structural diagram of a reinforcement system (second view angle) using a novel batten as a template main keel.
Fig. 3 is an enlarged schematic view of a portion a in fig. 1.
In the figure: 100. a template body; 200. compounding wood blocks; 300. a reinforcement device; 210. a main keel; 220. a secondary keel; 310. an outer external corner hoop; 320. an inner reentrant corner hoop; 330. a shear wall clip; 340. a connecting member; 350. u-shaped clamping groove.
Detailed Description
The utility model provides a novel flitch is as reinforcement system of template main joist, for making the utility model discloses a purpose, technical scheme and effect are clearer, clear and definite, and it is right that the following refers to the drawing and lifts the example the utility model discloses further detailed description. It should be understood that the specific embodiments described herein are merely illustrative of the invention and are not intended to limit the invention.
Example (b):
as shown in fig. 1 and 2, the present embodiment provides a reinforcing system for a main keel of a formwork by using a new batten, which includes a formwork main body 100, a composite batten 200 and a reinforcing device 300; the composite batten 200 is arranged on the template main body 100, and the composite batten 200 is fixedly connected with the template main body 100; the reinforcing device 300 is disposed on the composite batten 200, and the reinforcing device 300 is fixedly connected with the composite batten 200.
The composite batten 200 comprises a main keel 210 and a secondary keel 220, wherein the main keel 210 is fixedly connected with the secondary keel 220;
the reinforcing device 300 comprises an outer male corner hoop 310, an inner female corner hoop 320, a shear wall clamp 330, a connecting piece 340 and a U-shaped clamping groove 350; the outer male corner hoop 310, the inner female corner hoop 320, the shear wall clip 330, the connector 340 and the U-shaped slot 350 are respectively fixedly connected with the main keel 210.
In this embodiment, the template main body 100 is a polymer anhydrous fiber super-strong composite template; the composite batten 200 is a polymer anhydrous fiber super-strong composite batten; the formwork main body 100 includes a cast-in-place formwork (not shown), a standard formwork (not shown), and the like, and the formwork main body 100 is fixed by building a composite batten 200 outside the formwork main body 100; the built composite batten 200 mainly comprises a main keel 210 and a secondary keel 220, wherein the main keel 210 is a transverse batten, and the secondary keel 220 is a longitudinal batten; the combined building template has special positions such as an external corner, an internal corner, a shear wall and the like; the main runners 210 and cross runners 220 in these locations require sufficient support to hold the form body 100 in place; therefore, the present embodiment provides the reinforcement device 300 at these positions to reinforce, preventing the main runners 210 and the cross runners 220 at these positions from having insufficient strength.
Specifically, as shown in fig. 1, the outer male corner hoop 310 is in an L-shape; the outer male corner hoop 310 is arranged at the position of the outer male corner of the formwork main body 100, and the outer male corner hoop 310 is fixedly connected with the main keel 210 on the outer male corner through bolts (not shown); a bolt adjusting groove (not labeled) is arranged on the surface of the outer external corner hoop 310, and correspondingly, a bolt fixing hole (not shown) is arranged on the main keel 210 at a corresponding position; the outer external corner hoop 310 can be fixed by passing a bolt through the bolt adjusting groove and the bolt fixing hole; when aiming at different types of building templates, the distances between the main keels 210 are different, and the distances between the secondary keels 220 are also different, so that the positions of the bolt fixing holes in the main keels 210 can be matched by adjusting the positions of bolts in the bolt adjusting grooves.
Specifically, as shown in fig. 2, the inner reentrant corner hoop 320 is L-shaped; the inner internal corner hoop 320 is arranged at the position of the inner internal corner of the formwork main body 100, and the inner internal corner hoop 320 is fixedly connected with the main keel 210 on the inner internal corner through bolts; of course, the surface of the internal reentrant corner hoop 320 is also provided with a bolt adjusting groove; the fixing manner of the inner female angle hoop 320 is the same as that of the outer male angle hoop 310, and therefore, the description thereof is omitted.
Specifically, as shown in fig. 2, the shear wall clip 330 is L-shaped; the shear wall clip 330 is disposed at the head of the shear wall of the template body 100, and the shear wall clip 330 is fixedly connected to the main keel 210 on the head of the shear wall through a bolt.
Specifically, the shear wall clips 330 are symmetrically arranged, and the symmetrically arranged shear wall clips 330 are respectively arranged at the front and back of the shear wall; a bolt adjusting groove and a fixing hole (not marked) are formed in the surface of each shear wall clip 330; the fixing hole is used for installing a bolt so as to position and fix one end of the shear wall clamp 330; the other end of the shear wall clip 330 is fixed by a bolt adjusting groove.
Specifically, as shown in fig. 3, the connecting member 340 is disposed at a joint of two main runners 210, and the two main runners 210 can be fixed by fixedly connecting one end of the connecting member 340 to one main runner 210 and then fixedly connecting the other end of the connecting member 340 to the other main runner 210; of course, bolt adjusting grooves are also formed on the surface of the connecting piece 340, and the fixing manner of the connecting piece 340 is also the same as that of the outer male corner hoop 310.
Specifically, as shown in fig. 3, the U-shaped slot 350 is disposed at the intersection position of the main keel 210 and the cross keel 220, and the main keel 210 and the cross keel 220 are fixedly connected together at the intersection position of the main keel 210 and the cross keel 220; because the main keel 210 and the secondary keel 220 intersect a lot of places, a plurality of U-shaped slots 350 are required to be arranged for fixing, so as to ensure the strength of the composite batten 200.
Of course, a fixing hole is also formed in the surface of the U-shaped slot 350, and the diameter of the fixing hole is matched with the diameter of the bolt.
Further, the bolt adjusting grooves formed in the surfaces of the outer male corner hoop 310, the inner female corner hoop 320, the shear wall clip 330 and the connecting piece 340 may be set in length according to actual needs, and the width of the bolt adjusting groove is adapted to the diameter of the bolt.
In the embodiment, the main keel 210 and the secondary keel 220 are reinforced at special positions such as an external corner, an internal corner and a shear wall of the building template, so that the strength of the positions is ensured; at the same time, the material utilized in the reinforcement device 300 is also reduced; and in reinforcing apparatus 300, can fix through the bolt, made things convenient for installation and dismantlement.
The embodiment has the following beneficial effects:
the utility model provides a novel batten as a reinforcing system of a template main keel, because the adopted template main body and the adopted composite battens are polymer anhydrous fiber super-strong composite templates, the strength of the building template is enhanced; the composite batten is reinforced by the reinforcing device, so that the reinforcing device adopting a steel pipe or a steel batten in the prior art is replaced, and a large amount of reinforcing materials are saved; and, compare the mode of consolidating in steel pipe or steel side among the prior art, the utility model discloses a reinforcing apparatus installation with dismantle very conveniently, be favorable to improving building templates's installation and dismantlement efficiency to shorten construction cycle.
It is to be understood that the invention is not limited to the above-described embodiments, and that modifications and variations may be made by those skilled in the art in light of the above teachings, and all such modifications and variations are intended to be included within the scope of the invention as defined in the appended claims.
Claims (10)
1. A novel batten reinforcing system serving as a template main keel is characterized by comprising a template main body, a composite batten and a reinforcing device, wherein the composite batten is arranged on the template main body and used for fixing the template main body; the composite batten is fixedly connected with the template main body; the reinforcing device is fixedly connected with the composite batten;
the composite batten comprises a main keel and a secondary keel, and the main keel is fixedly connected with the secondary keel;
the reinforcing device comprises an outer external corner hoop, an inner internal corner hoop, a shear wall clamp, a connecting piece and a U-shaped clamping groove; the outer external corner hoop, the inner internal corner hoop, the shear wall clamp, the connecting piece and the U-shaped clamping groove are fixedly connected with the main keel respectively.
2. The novel batten as a reinforcing system for a main keel of a formwork according to claim 1, wherein the outer male corner hoop is in an L shape; the outer external corner hoop is arranged at the position of the outer external corner of the template main body and fixedly connected with the main keel on the outer external corner through bolts.
3. The novel batten as a reinforcing system for a main keel of a formwork according to claim 1, wherein the inner reentrant corner hoop is L-shaped; the inner internal corner hoop is arranged at the position of the inner internal corner of the template main body and fixedly connected with the main keel on the inner internal corner through a bolt.
4. The novel batten as a reinforcement system for a main keel of a formwork according to claim 1, wherein the shear wall clips are L-shaped; the shear wall clamp is arranged at the position of the shear wall head of the template main body and is fixedly connected with the main keel on the shear wall head through a bolt.
5. The novel batten as a reinforcing system for a main keel of a formwork according to claim 4, wherein the shear wall clips are symmetrically arranged, and the symmetrically arranged shear wall clips are respectively arranged at the front surface and the back surface of the shear wall.
6. The system of claim 1, wherein the connecting member is disposed at a joint of the main runners, one end of the connecting member is fixedly connected to one main runner by a bolt, and the other end of the connecting member is fixedly connected to the other main runner by a bolt.
7. The novel batten as a reinforcing system for a main keel of a formwork according to claim 1, wherein the U-shaped clamping grooves are formed in the intersecting positions of the main keel and the secondary keel, and the U-shaped clamping grooves are fixedly connected with the main keel and the secondary keel.
8. The novel batten reinforcing system for the main keel of the formwork according to claim 1, wherein bolt adjusting grooves are formed in the surfaces of the outer male corner hoop, the inner female corner hoop, the shear wall clamp and the connecting piece, and the width of each bolt adjusting groove is matched with the diameter of a bolt.
9. The novel batten as a reinforcing system for a main keel of a formwork according to claim 1, wherein fixing holes are formed in the surface of the U-shaped clamping groove, and the diameter of each fixing hole is matched with the diameter of a bolt.
10. The novel batten as a reinforcing system for a main keel of a template according to claim 1, wherein the template main body is a high-molecular anhydrous fiber super-strong composite template; the composite batten is a polymer anhydrous fiber super-strong composite batten.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201920598985.0U CN210105293U (en) | 2019-04-28 | 2019-04-28 | Novel flitch is as reinforcement system of template main joist |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201920598985.0U CN210105293U (en) | 2019-04-28 | 2019-04-28 | Novel flitch is as reinforcement system of template main joist |
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| Publication Number | Publication Date |
|---|---|
| CN210105293U true CN210105293U (en) | 2020-02-21 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201920598985.0U Active CN210105293U (en) | 2019-04-28 | 2019-04-28 | Novel flitch is as reinforcement system of template main joist |
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| Country | Link |
|---|---|
| CN (1) | CN210105293U (en) |
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- 2019-04-28 CN CN201920598985.0U patent/CN210105293U/en active Active
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