CN220621037U - Concrete column template reinforced structure - Google Patents
Concrete column template reinforced structure Download PDFInfo
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- CN220621037U CN220621037U CN202322203723.9U CN202322203723U CN220621037U CN 220621037 U CN220621037 U CN 220621037U CN 202322203723 U CN202322203723 U CN 202322203723U CN 220621037 U CN220621037 U CN 220621037U
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- locking
- piece
- locking piece
- template
- concrete column
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- 230000003014 reinforcing effect Effects 0.000 claims abstract description 23
- 238000009434 installation Methods 0.000 claims description 16
- 230000000087 stabilizing effect Effects 0.000 claims description 6
- 238000009415 formwork Methods 0.000 abstract description 17
- 230000000694 effects Effects 0.000 abstract description 5
- 238000010276 construction Methods 0.000 abstract 1
- 230000002787 reinforcement Effects 0.000 description 12
- 238000000034 method Methods 0.000 description 3
- 238000005096 rolling process Methods 0.000 description 3
- 241001391944 Commicarpus scandens Species 0.000 description 1
- 229910000831 Steel Inorganic materials 0.000 description 1
- 238000009435 building construction Methods 0.000 description 1
- 230000003467 diminishing effect Effects 0.000 description 1
- 238000000465 moulding Methods 0.000 description 1
- 230000000149 penetrating effect Effects 0.000 description 1
- 239000010959 steel Substances 0.000 description 1
- 238000005728 strengthening Methods 0.000 description 1
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Abstract
The application relates to a concrete column template reinforced structure belongs to construction technical field. The novel formwork structure comprises four formworks and at least one reinforcing structure, wherein four formworks are respectively provided with four sides, inclined abutting faces are arranged on two sides of each formwork, the abutting faces are inclined at 45 degrees relative to the plate surface of each formwork, adjacent abutting faces of the formworks are mutually abutted, the four formworks form a square ring, the reinforcing structure is sleeved outside the four formworks and comprises four locking pieces and four supporting rods, the four locking pieces are connected end to end and are provided with locking structures, the four supporting rods correspond to the middle parts of the four locking pieces, and the supporting rods are vertically arranged and are abutted to the lower side walls of the locking pieces. This application has simple to operate's effect.
Description
Technical Field
The application relates to the field of building construction, in particular to a concrete column template reinforcing structure.
Background
The beam and the column are common main support parts in the building, wherein the column is vertical and is used for supporting, the beam is horizontally fixed between the column and the column to form a support, the column is commonly made of concrete, namely the concrete column, the heights of the concrete column are different according to the layer height of the building, when the concrete column is poured and molded, a pouring space is required to be formed through a concrete column template, and the firmness of the concrete column template and the strength of the template are very important to the molding of the concrete column.
The common concrete column template is usually enclosed by four vertical templates, then supports through the support outside four templates, is fixed through the angle steel between the adjacent templates, along with technical development, has now developed the mode of carrying out the auto-lock to four templates through square locking structure, and chinese patent such as bulletin number CN206737419U just discloses an adjustable subway concrete column template reinforcing and protecting device, supports the template through four reinforcement locks that connect end to end, and sets up the fixed pin that meets in two adjacent reinforcement locks and be used for accomplishing the connection of four reinforcement locks.
Above-mentioned reinforced structure is in the in-service use's in-process, owing to need accomplish the assembly back of whole reinforcement protection device, just can make whole reinforcement protection device stabilize on the corresponding height of template through the frictional force between reinforcement lock and the template, and whole concrete column template needs a plurality of reinforcement protection device to consolidate, and this just leads to the installation very inconvenient, both supports reinforcement lock and maintains corresponding position, accomplishes the connection between the reinforcement lock again.
Disclosure of Invention
In order to facilitate the installation of the reinforcing structure, the application provides a concrete column formwork reinforcing structure.
The application provides a concrete column template reinforced structure adopts following technical scheme:
the utility model provides a concrete column template reinforced structure, includes four templates and at least one reinforced structure, four the template divides to establish the four sides, the template both sides are provided with the butt face of slope, the butt face is relative the face of template is 45 degrees slopes, and is adjacent the mutual butt of adjacent butt face of template makes four the template forms a square ring, reinforced structure suit is four outside the template, reinforced structure includes four locking pieces and four bracing pieces, four locking pieces end to end and be provided with locking structure, four the bracing piece corresponds four the middle part of locking piece, the vertical setting of bracing piece and upper end butt the lower lateral wall of locking piece.
Through adopting above-mentioned technical scheme, reinforced structure is used for fixing the template for keep the position state unchanged after pouring into concrete between the template, four locking pieces of reinforced structure need head and tail interconnect when the installation, in order to keep the locking effect to the template, reinforced structure needs to fix the certain altitude position at the template, set up a corresponding backing bar through every locking piece and support, support the locking piece through the backing bar, make the locking piece keep in the altitude position of needs, thereby make things convenient for carrying out locking structure's integrated into one piece between the follow-up locking piece, and need not the manual position state that keeps the locking piece to keep stable, finally realize the convenience of reinforcing structure integral erection, and the middle part of bracing piece corresponds the locking piece, then make the backing bar more stable to the supporting state of locking piece.
Optionally, the upper end of the supporting rod is fixed with the lower side wall of the locking piece.
Through adopting above-mentioned technical scheme, the bracing piece is fixed with the locking piece for bracing piece and locking piece positional relationship remain stable, do not need the state between manual adjustment bracing piece and the locking piece, further make things convenient for reinforced structure's installation.
Optionally, the width of locking piece one end is greater than the other end, the locking hole has been seted up to the great one end of locking piece width, the locking piece other end and locking hole sliding fit, the less one end of locking piece width rotates and installs the spacing piece, the spacing piece passes adjacent the locking hole of locking piece and rotatory back restriction break away from.
Through adopting above-mentioned technical scheme, the tip of every locking piece inserts in the locking hole of adjacent locking piece to accomplish preliminary cooperation, it is spacing simultaneously to insert the spacing piece on the locking hole one end through the locking piece, make the locking piece insert in the locking hole in the back by the restriction break away from, thereby accomplish the preinstallation process between locking piece and the locking piece in advance, when further consolidate, can not break away from each other between the adjacent locking piece, also further made things convenient for the assembly of reinforced structure.
Optionally, the locking piece sets up the one end overhang of spacing piece is provided with the gear pole, spacing piece butt has two states when the gear pole, but the spacing piece slipping pass the locking hole with gear pole butt and restriction set up the locking piece of spacing piece slips and breaks away from the locking hole.
Through adopting above-mentioned technical scheme, through the gear pole that the locking piece tip set up to the rotatory stroke of restriction spacing piece, only have two states of locking and unlocking when making spacing piece butt gear pole, thereby the state of convenient control spacing piece, further convenient assembly.
Optionally, the locking structure includes the hob, the hob screw thread passes spacing piece and butt locking piece is seted up the one end lateral wall of locking hole.
Through adopting above-mentioned technical scheme, the screw thread butt promotes spacing piece and adjacent locking piece that does not have installation relation and do mutual keep away from the motion for the region between four locking pieces has the trend of diminishing, thereby makes the locking piece hug closely and exert force to the template, and then reaches the effect of strengthening the template, and the spacing piece not only plays the effect of preinstallation this moment, itself also is as part of locking structure, accomplishes the locking between the locking piece.
Optionally, the side wall of the locking piece provided with the locking hole is provided with an abutting groove, and the screw rod abuts against the bottom of the abutting groove.
By adopting the technical scheme, the abutting groove is formed, the spiral rod is limited through the groove wall of the abutting groove, so that the position of the spiral rod after being screwed into the abutting groove is limited, the spiral rod is not easy to break away from the abutting state due to the rotation of the limiting piece, and the stability of the locking state is maintained.
Optionally, a rotating disc capable of rotating is arranged at the bottom of the abutting groove, and the spiral rod abuts against the rotating disc.
By adopting the technical scheme, when the screw rod is screwed into the pushing locking piece, the influence of friction force on the screw rod is reduced, and the maximum reinforcement state can be possibly achieved.
Optionally, the locking piece sets up the terminal surface of spacing piece is provided with the confession the installation stabilizing hole of hob screw in.
Through adopting above-mentioned technical scheme for spacing piece can be through the screw rod screw in installation stability hole holding state when passing the locking hole, thereby further convenient reinforced structure's installation.
In summary, the reinforced structure is used for fixing the templates, the position state is kept unchanged after concrete is poured between the templates, four locking pieces of the reinforced structure are required to be connected end to end during installation, the reinforced structure is required to be fixed at a certain height position of the templates for keeping the locking effect on the templates, a corresponding supporting rod is arranged for supporting each locking piece, the locking pieces are supported through the supporting rods, the locking pieces are kept at the required height position, accordingly, the follow-up locking pieces are convenient to assemble and form, the position state of the locking pieces is not required to be kept stable manually, the convenience of integral installation of the reinforced structure is finally realized, the supporting rods correspond to the middle parts of the locking pieces, and the supporting rods are enabled to be more stable in the supporting state of the locking pieces.
Drawings
FIG. 1 is a schematic view of a form and reinforcement structure according to an embodiment of the present application;
FIG. 2 is a top view of a form and reinforcing structure in an embodiment of the present application;
FIG. 3 is an enlarged view at A in FIG. 1;
fig. 4 is a cross-sectional view of a locking structure between adjacent locking members in an embodiment of the present application.
Reference numerals illustrate: 1. a template; 11. an abutment surface; 2. a locking member; 21. a locking hole; 22. a limiting piece; 23. a gear lever; 24. a threaded hole; 25. an abutment groove; 26. installing a stabilizing hole; 3. a support rod; 4. a screw rod; 5. a rotating disc; 51. a caulking groove; 52. an insert.
Description of the embodiments
The present application is described in further detail below in conjunction with figures 1-4.
The embodiment of the application discloses a concrete column template reinforced structure.
Referring to fig. 1 and 2, a concrete column formwork reinforcing structure comprises four formworks 1 and at least one reinforcing structure, in this embodiment, three reinforcing structures are respectively arranged at the upper, middle and lower parts of the height direction of the erected formworks 1, four sides are respectively arranged at four formworks 1, inclined abutting faces 11 are arranged at two sides of each formwork 1, the abutting faces 11 are inclined at 45 degrees relative to the plate surface of each formwork 1, and the adjacent abutting faces 11 of the adjacent formworks 1 are mutually abutted, so that four formworks 1 form a square ring.
The reinforcing structure is sleeved outside the square ring formed by the four templates 1, the reinforcing structure comprises four locking pieces 2 and four supporting rods 3, the four locking pieces 2 are connected end to form a square ring, the four templates 1 are positioned in the square ring formed by the four locking pieces 2 connected end to end, and the adjacent locking pieces 2 are connected together through the locking structure.
Referring to fig. 1 and 3, the locking member 2 has a long rod shape, one end of the locking member 2 has a larger width than the other end, one end of the locking member 2 having a larger width is provided with a locking hole 21, and the other end of the locking member 2 having a smaller width is just in sliding fit with the locking hole 21; the smaller one end of locking piece 2 width rotates and installs spacing piece 22, and the one end that locking piece 2 set up spacing piece 22 is overhanging to be provided with gear pole 23, and gear pole 23 has two in this embodiment, and on two gear poles 23 set up two angles that locking piece 2 terminal surface is relative separately, there are two states when spacing piece 22 butt gear pole 23, and wherein first state is, and spacing piece 22 is whole to be located locking piece 2 terminal surface region, and the second state is, and the upper and lower outside that is located locking piece 2 terminal surface region of spacing piece 22.
Describing with the spacing piece 22 being located the second state, two upper and lower parts that the spacing piece 22 is located outside the locking piece 2 terminal surface region have respectively offered a screw hole 24 this moment, and a hob 4 is installed to every screw hole 24 internal thread, has offered butt groove 25 on the terminal surface that locking piece 2 offered locking hole 21 simultaneously, rotation installs rolling disc 5 in the butt groove 25, and rolling disc 5 also has two and divides the upper and lower of establishing locking hole 21, and two hob 4 one-to-one butt are on two rolling disc 5, hob 4 and spacing piece 22 cooperation form the locking structure who accomplishes the connection between the adjacent locking piece 2.
Referring to fig. 4, the specific installation mode of the rotating disc 5 may be that the rotating disc 5 is coaxially provided with an caulking groove 51, the groove bottom of the caulking groove 51 is provided with a penetrating hole, a screw is installed in the caulking groove 51, and the screw is screwed into the locking piece 2, so that the rotating disc 5 is rotatably installed on the screw, meanwhile, an caulking block 52 is embedded in the caulking groove 51, and the screw head of the screw limits the rotating disc 5 from falling off.
Referring to fig. 1 and 3, describing the state that the limiting plate 22 is located in the first state, the end surface of the locking piece 2, where the limiting plate 22 is installed, is provided with two installation stabilizing holes 26, the two installation stabilizing holes 26 are rotationally symmetrically arranged around the rotation axis of the limiting plate 22 by 180 degrees, and the screw rod 4 can be screwed into the two installation stabilizing holes 26 in a one-to-one correspondence manner.
The four locking members 2 are respectively a first locking member 2, a second locking member 2, a third locking member 2 and a fourth locking member 2, and the locking structure between the first locking member 2 and the second locking member 2 is taken as an example for explanation, the limit piece 22 on the first locking member 2 is located in the first state and passes through the locking hole 21 on the second locking member 2, the screw rod 4 is screwed out, then the limit piece 22 is rotated to the second state, and the screw rod 4 is continuously screwed in, so that the screw rod 4 is abutted against the rotating disc 5.
The four bracing pieces 3 are vertically placed, and the middle part of four locking pieces 2 is corresponding to four bracing pieces 3, and bracing piece 3 upper end butt locking piece 2's lower lateral wall and welded fastening are located the reinforcing structure's of top lower extreme butt locking piece 2 of reinforcing structure's below.
The implementation principle of the concrete column template reinforcing structure of the embodiment of the application is as follows: thereby up three reinforced structure's installation in proper order down, when installing reinforced structure, accomplish the cooperation of sliding between all locking pieces 2 in proper order and let spacing piece 22 be in the second state earlier, accomplish preinstallation, then accomplish the state of all screw rods 4 screw in abutment carousel, then rotatory each screw rod 4 in proper order, make reinforced structure constantly reduce and accomplish the reinforcement to template 1, the bracing piece 3 supports locking piece 2 in this process for reinforced structure is located corresponding position all the time.
The foregoing are all preferred embodiments of the present application, and are not intended to limit the scope of the present application in any way, therefore: all equivalent changes in structure, shape and principle of this application should be covered in the protection scope of this application.
Claims (8)
1. A concrete column template reinforced structure, its characterized in that: including four template (1) and at least one reinforced structure, four template (1) divide and establish the four sides, template (1) both sides are provided with butt face (11) of slope, butt face (11) are relative the face of template (1) is 45 degrees slopes, and is adjacent butt face (11) of template (1) are mutual butt for four template (1) forms a square ring, reinforced structure suit is outside four template (1), reinforced structure includes four locking piece (2) and four bracing piece (3), four locking piece (2) end to end and be provided with locking structure, four bracing piece (3) correspond four the middle part of locking piece (2), bracing piece (3) vertical setting and upper end butt the lower lateral wall of locking piece (2).
2. A concrete column form reinforcing structure according to claim 1, wherein: the upper end of the supporting rod (3) is fixed with the lower side wall of the locking piece (2).
3. A concrete column form reinforcing structure according to claim 1, wherein: the width of locking piece (2) one end is greater than the other end, locking hole (21) have been seted up to the great one end of locking piece (2) width, the locking piece (2) other end and locking hole (21) sliding fit, spacing piece (22) are installed in the rotation of the less one end of locking piece (2) width, spacing piece (22) pass adjacent locking hole (21) of locking piece (2) and rotatory back restriction break away from.
4. A concrete column form reinforcing structure according to claim 3, wherein: the locking piece (2) is provided with a gear lever (23) in a cantilever mode at one end of the limiting piece (22), the limiting piece (22) is abutted to the gear lever (23) in two states, and the limiting piece (22) can slide through the locking hole (21) and the gear lever (23) to be abutted to and limit the locking piece (2) provided with the limiting piece (22) to slide and separate from the locking hole (21).
5. A concrete column form reinforcing structure according to claim 3, wherein: the locking structure comprises a screw rod (4), wherein the screw rod (4) passes through the limiting piece (22) in a threaded mode and abuts against the side wall of one end, provided with the locking hole (21), of the locking piece (2).
6. A concrete column form reinforcing structure according to claim 5, wherein: the side wall of the locking piece (2) provided with the locking hole (21) is provided with an abutting groove (25), and the screw rod (4) abuts against the groove bottom of the abutting groove (25).
7. A concrete column form reinforcing structure according to claim 6, wherein: the bottom of the abutting groove (25) is provided with a rotating disc (5) capable of rotating, and the spiral rod (4) abuts against the rotating disc (5).
8. A concrete column form reinforcing structure according to claim 5, wherein: the end face of the locking piece (2) provided with the limiting piece (22) is provided with an installation stabilizing hole (26) for screwing the screw rod (4).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202322203723.9U CN220621037U (en) | 2023-08-15 | 2023-08-15 | Concrete column template reinforced structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202322203723.9U CN220621037U (en) | 2023-08-15 | 2023-08-15 | Concrete column template reinforced structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN220621037U true CN220621037U (en) | 2024-03-19 |
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ID=90212393
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202322203723.9U Active CN220621037U (en) | 2023-08-15 | 2023-08-15 | Concrete column template reinforced structure |
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| Country | Link |
|---|---|
| CN (1) | CN220621037U (en) |
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2023
- 2023-08-15 CN CN202322203723.9U patent/CN220621037U/en active Active
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