CN210858011U - Concrete wall template reinforcing apparatus - Google Patents
Concrete wall template reinforcing apparatus Download PDFInfo
- Publication number
- CN210858011U CN210858011U CN201920906775.3U CN201920906775U CN210858011U CN 210858011 U CN210858011 U CN 210858011U CN 201920906775 U CN201920906775 U CN 201920906775U CN 210858011 U CN210858011 U CN 210858011U
- Authority
- CN
- China
- Prior art keywords
- reinforcing
- lock pin
- baffle
- extension rod
- concrete wall
- 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
- Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
Abstract
The utility model discloses a concrete wall matrix template reinforcing apparatus belongs to the building field, including the turnover extension rod, turnover extension rod one end is equipped with the internal thread, the internal thread is connected with the pre-buried cone threaded connection who goes into the shear force wall, the turnover extension rod other end passes logical groove on the reinforcing lockpin baffle and is connected with reinforcing lockpin baffle is perpendicular, be equipped with the horizontal direction's bayonet lock fixed slot on the turnover extension rod, the outside is consolidated the lockpin and will reinforce the lockpin baffle and fix on the turnover extension rod in inserting the bayonet lock fixed slot vertically, the utility model has the characteristics of easy to assemble dismantles, and firm stability.
Description
Technical Field
The utility model relates to a concrete wall template reinforcing apparatus belongs to the building field.
Background
At present, in the construction process, a large number of templates are required for supporting the concrete pouring of an elevator shaft, a shear wall, a column and a beam, in the prior art, the existing wall formwork tightening device of the shear wall is locked by manually using a wrench locking bolt, the workload and fatigue of operators are increased, meanwhile, the firmness is poor, the working efficiency is reduced, after one floor is poured, all the shear wall templates used by the next floor and steel pipes used for fixing the shear wall templates need to be removed and taken out, when the upper floor is poured, a frame and a template are additionally erected, the process needs to be repeatedly carried out in the construction process of each floor of the whole high-rise building, the construction method is very complicated, time and labor are wasted, the construction cost is high, the labor intensity of workers is high, and the operation is inconvenient.
SUMMERY OF THE UTILITY MODEL
According to the not enough of above prior art, the utility model discloses a solve the problem among the above-mentioned technique, provide a concrete wall template reinforcing apparatus, have easy to assemble dismantlement, and firm stable characteristics.
In order to achieve the above purpose, the utility model adopts the following technical scheme: the utility model provides a concrete wall template reinforcing apparatus, includes the turnover extension bar, turnover extension bar one end is equipped with the internal thread, the turnover extension bar other end passes the logical groove on the reinforcement lockpin baffle and is connected with reinforcement lockpin baffle is perpendicular, be equipped with the bayonet lock fixed slot of horizontal direction on the turnover extension bar, outside reinforcement lockpin is vertical inserts in the bayonet lock fixed slot will reinforce the lockpin baffle and fix on the turnover extension bar.
Preferably, the turnover external connecting rod is provided with at least two bayonet fixing grooves. The positions of the reinforcing lock pin baffle and the external reinforcing lock pin can be adjusted according to different conditions by the plurality of lock pin fixing grooves, so that the adaptability is high.
Preferably, one side of the external reinforcing lock pin is a vertical side, the other side of the external reinforcing lock pin is an inclined side, the two sides of the external reinforcing lock pin form a structure with a wide upper part and a narrow lower part, and the vertical side of the external reinforcing lock pin is tightly close to one side of the reinforcing lock pin baffle for fixing the reinforcing lock pin baffle. The bevel edge can be conveniently inserted into the bayonet lock fixing groove, and tools such as a hammer and the like are used for hammering downwards to increase resistance so that the connection is firm.
Preferably, the upper part of the inclined edge of the external reinforcing lock pin is provided with an opening, and the opening is used for pulling out the external reinforcing lock pin. When the device needs to be disassembled, tools such as a hammer and the like are also used for smashing the opening upwards, so that the external reinforcing lock pin is conveniently pulled out, and the device is disassembled.
Preferably, the outer reinforcing latch and the reinforcing latch retainer are connected together by a hinge. The hinge is convenient to carry and use.
Preferably, the two sides of the reinforced lock pin baffle are recessed through a stamping process, so that the reinforced lock pin baffle forms an I-shaped structure.
Preferably, the upper end and the lower end of the reinforcing lock pin baffle are bent inwards and are used for being clamped with a circular tube on the template.
Preferably, a groove is formed in the center of one side of the reinforcing lock pin baffle, which is in contact with the external reinforcing lock pin, and the external reinforcing lock pin can be vertically inserted into the lock pin fixing groove downwards along the groove to prevent the external reinforcing lock pin from moving.
The utility model has the advantages that:
the utility model discloses convenient quick with the template location, conveniently pour the concrete, convenient dismantlement has simultaneously improved the wall roughness, has improved workman's efficiency of construction greatly, the cost is reduced has reduced the labour.
Drawings
Fig. 1 is a schematic structural view of the present invention;
fig. 2 is a side view of the present invention;
wherein 1, a turnover external connecting rod; 2. reinforcing a lock pin baffle; 3. an external reinforcing latch; 4. a bayonet lock fixing groove; 5. a through groove; 6. an internal thread; 7. and (4) opening.
Detailed Description
Example 1:
referring to the drawings in the specification, in order to achieve the above object, the present invention adopts the following technical solutions: the utility model provides a concrete wall template reinforcing apparatus, includes turnover extension rod 1, turnover extension rod 1 one end is equipped with the internal thread the turnover extension rod 1 other end passes logical groove 5 on consolidating lockpin baffle 2 and consolidates lockpin baffle 2 and is connected perpendicularly, turnover extension rod 1 is last to be equipped with horizontal direction's bayonet lock fixed slot 4, and outside consolidates lockpin 3 and will consolidate lockpin baffle 2 and fix on turnover extension rod 1 in vertical inserting bayonet lock fixed slot 4, consolidates lockpin baffle 2 both sides indent, forms "worker" style of calligraphy structure, prevents to warp when the atress is too big.
The turnover extension rod 1 is provided with two clamping pin fixing grooves 4, the positions of the reinforcing lock pin baffle 2 and the outer reinforcing lock pin 3 can be adjusted according to different conditions through the clamping pin fixing grooves 4, the adaptability is high, one side of the outer reinforcing lock pin 3 is a vertical edge, the other side of the outer reinforcing lock pin 3 is an inclined edge, two edges of the outer reinforcing lock pin 3 form a structure which is wide at the top and narrow at the bottom, and the vertical edge of the outer reinforcing lock pin 3 is tightly close to one side of the reinforcing lock pin baffle 2 and used for fixing the reinforcing lock pin baffle 2. The bevel edge can be conveniently inserted into the bayonet fixing groove 4, the resistance is increased by downwards hammering with a hammer and other tools to ensure that the bevel edge is firmly connected, the upper part of the bevel edge of the external reinforcing lock pin 3 is provided with an opening 7, and the opening 7 is used for pulling out the external reinforcing lock pin 3.
When in use, the small-caliber side of the cone is provided with internal threads, the large-caliber side of the cone is provided with a fixing bolt, two ends of a wall rear positioning bolt are respectively connected with the internal threads of the two cones, a template passes through the fixing bolt on the large-caliber side of the cone and is pasted on the large-caliber side of the cone, one end of a turnover extension rod 1 is connected with the fixing bolt of the cone through the internal threads 6, namely, one side of the turnover extension rod 1 and the cone clamp the template in the middle, the upper side and the lower side of the turnover extension rod 1 are respectively provided with a transverse reinforced main keel, the left side and the right side are respectively provided with a vertical reinforced secondary keel, the secondary keels are positioned outside the main keels, a reinforced lock pin baffle 2 is clamped on the secondary keels, the other end of the turnover extension rod 1 passes through a through groove 5 on the reinforced lock pin baffle 2 to be vertically connected, the reinforced lock pin baffle 2 is provided with a groove in the center of one side contacted with the external reinforced lock pin 3, the external reinforced lock pin 3 can be vertically inserted into the lock pin fixing groove 4 downwards along the groove to prevent the external reinforced lock pin 3 from moving left and right, one vertical side of the external reinforced lock pin 3 is tightly attached to the reinforced lock pin baffle 2, then the external reinforced lock pin 3 is hammered downwards by using tools such as a hammer and the like to ensure that the external reinforced lock pin 3 is gradually clamped into the lock pin fixing groove 4 under the action of a bevel edge to ensure that the reinforced lock pin baffle 2 is tightly attached to a formwork and simultaneously ensure that the external reinforced lock pin 3 is tightly attached to the turnover extension rod 1, thereby achieving the fixing effect, fixing the formworks on two sides of the positioning bolt by the same method, and pouring concrete.
When the device needs to be disassembled, tools such as a hammer are used for smashing the opening 7 of the external reinforcing lock pin 3 upwards, the external reinforcing lock pin 3 is convenient to pull out, and therefore the device is disassembled, the external reinforcing lock pin 3 is connected with the reinforcing lock pin baffle 2 through a hinge, and the hinge is convenient to carry and use.
The utility model discloses a consolidate lockpin baffle 2 upper and lower both ends and buckle, very convenient joint is on the fossil fragments in the template outside, through the fossil fragments vertical and horizontal connection in the template outside, very convenient utilization the utility model discloses fix the template to carry out concreting, simultaneously, consolidate lockpin baffle both sides and pass through the interior concave surface of stamping process formation, make the utility model discloses can bear bigger pressure, prevent that it warp when the atress, lead to the template to remove, and outside reinforcement lockpin 3 is in the same place through hinged joint with reinforcement lockpin baffle 2, then not only effectual conveniently carries, when dismantling simultaneously, because the workman uses at first to use the hammering to consolidate lockpin 3 with the outside and hits out, through hinged joint, then avoided the condition that outside reinforcement lockpin 3 dropped on ground, reduced the step that the workman picked up, reduced the labour.
The above only is the embodiment of the present invention, not limiting the patent scope of the present invention, all the equivalent structures or equivalent processes that are used in the specification and the attached drawings or directly or indirectly applied to other related technical fields are included in the patent protection scope of the present invention.
Claims (8)
1. The utility model provides a concrete wall template reinforcing apparatus, its characterized in that, includes turnover extension rod (1), turnover extension rod (1) one end is equipped with internal thread (6), turnover extension rod (1) other end passes logical groove (5) on consolidating lockpin baffle (2) and is connected with consolidating lockpin baffle (2) perpendicularly, be equipped with horizontal direction's bayonet lock fixed slot (4) on turnover extension rod (1), outside is consolidated lockpin (3) and is fixed lockpin baffle (2) on turnover extension rod (1) in inserting bayonet lock fixed slot (4) vertically.
2. The concrete wall formwork reinforcing apparatus of claim 1, wherein the turnover extension rod (1) is provided with at least two bayonet fixing grooves (4).
3. The concrete wall formwork reinforcing device according to claim 1, wherein one side of the external reinforcing lock pin (3) is a vertical side, the other side of the external reinforcing lock pin is an inclined side, the two sides of the external reinforcing lock pin (3) form a structure with a wide top and a narrow bottom, and the vertical side of the external reinforcing lock pin (3) is tightly close to one side of the reinforcing lock pin baffle (2) to fix the reinforcing lock pin baffle (2).
4. The concrete wall formwork reinforcing device according to claim 1, wherein the upper part of the inclined edge of the external reinforcing lock pin (3) is provided with an opening (7), and the opening (7) is used for pulling out the external reinforcing lock pin (3).
5. A concrete wall formwork reinforcing apparatus as claimed in claim 1 wherein the external reinforcing latch (3) and reinforcing latch stop (2) are hinged together.
6. The concrete wall template reinforcing device according to claim 1, wherein two sides of the reinforcing lock pin baffle (2) are recessed through a stamping process, so that the reinforcing lock pin baffle (2) forms an I-shaped structure.
7. The concrete wall formwork reinforcing device according to claim 1, wherein the upper end and the lower end of the reinforcing lock pin baffle (2) are bent inwards and are used for being clamped with a circular tube on the formwork.
8. The concrete wall formwork reinforcing device of claim 1, wherein a groove is formed in the center of one side of the reinforcing lock pin baffle (2) in contact with the outer reinforcing lock pin (3), and the outer reinforcing lock pin (3) can be vertically inserted downwards into the lock pin fixing groove (4) along the groove to prevent the outer reinforcing lock pin (3) from moving.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201920906775.3U CN210858011U (en) | 2019-06-17 | 2019-06-17 | Concrete wall template reinforcing apparatus |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201920906775.3U CN210858011U (en) | 2019-06-17 | 2019-06-17 | Concrete wall template reinforcing apparatus |
Publications (1)
Publication Number | Publication Date |
---|---|
CN210858011U true CN210858011U (en) | 2020-06-26 |
Family
ID=71293883
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
CN201920906775.3U Active CN210858011U (en) | 2019-06-17 | 2019-06-17 | Concrete wall template reinforcing apparatus |
Country Status (1)
Country | Link |
---|---|
CN (1) | CN210858011U (en) |
-
2019
- 2019-06-17 CN CN201920906775.3U patent/CN210858011U/en active Active
Similar Documents
Publication | Publication Date | Title |
---|---|---|
CN215168054U (en) | Independent supporting device for post-cast strip template | |
CN111561061B (en) | Assembled wallboard, wall structure and construction method of wall structure | |
CN109252445A (en) | Cast-in-situ Beam assembled Large Diameter Pipeline steel pipe support structure and its construction method | |
CN206917265U (en) | A kind of adjustable small bore beam side reinforcement tools | |
CN210858011U (en) | Concrete wall template reinforcing apparatus | |
CN212249144U (en) | Can have enough to meet need double-ribbed girder steel fixing device that encorbelments | |
CN206000163U (en) | Aluminum alloy building template splicing component | |
CN211228607U (en) | Integrally formed construction structure of outer wall and bottom plate of cast-in-place concrete structure of structure | |
CN211286638U (en) | Aluminum alloy template outer wall K board reinforcing apparatus for building | |
CN206397136U (en) | Assembled aluminum template masonry shearwalls reinforced concrete structural column | |
CN111827648A (en) | Construction device and method for down-supporting type overhanging scaffold | |
CN201347590Y (en) | Quick connection and calibration clamp for steel column joint | |
CN214658693U (en) | A fixed chassis for outer wall construction goes up and down | |
CN213015397U (en) | Can have enough to meet need post-cast strip and prop up and establish device | |
CN212866860U (en) | Plugging device is pour in entrance to a cave is reserved to floor | |
CN108222503A (en) | A kind of combined large pier stud steel form | |
CN210947661U (en) | Installation device of socket type overhanging scaffold | |
CN206800960U (en) | A kind of removable anchor bolts assemblies of fastener type steel pipe suspension scaffold base | |
CN219100686U (en) | Wall connecting device of steel pipe fastener type scaffold | |
CN206319595U (en) | Oblique circular cylinder template | |
CN210713807U (en) | Deformation joint outer wall construction setting device | |
CN111002432A (en) | Prefabricated constructional column template and using method thereof | |
CN110397262A (en) | A kind of wall-connecting piece remove after scaffold method for strengthening and repairing | |
CN109826102B (en) | Accurate alignment construction process for steel box girder installation and consolidation pier construction | |
CN219863999U (en) | Scaffold beam side embedded wall connecting piece |
Legal Events
Date | Code | Title | Description |
---|---|---|---|
GR01 | Patent grant | ||
GR01 | Patent grant |