CN115897996A - Concrete formwork for house building construction - Google Patents
Concrete formwork for house building construction Download PDFInfo
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- CN115897996A CN115897996A CN202211652716.0A CN202211652716A CN115897996A CN 115897996 A CN115897996 A CN 115897996A CN 202211652716 A CN202211652716 A CN 202211652716A CN 115897996 A CN115897996 A CN 115897996A
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- 239000004567 concrete Substances 0.000 title claims abstract description 34
- 238000009435 building construction Methods 0.000 title claims abstract description 14
- 238000009415 formwork Methods 0.000 title description 18
- 230000005540 biological transmission Effects 0.000 claims abstract description 32
- 238000003780 insertion Methods 0.000 claims abstract description 24
- 230000037431 insertion Effects 0.000 claims abstract description 24
- 238000010276 construction Methods 0.000 claims abstract description 11
- 230000007704 transition Effects 0.000 claims description 14
- 238000005452 bending Methods 0.000 claims description 4
- 230000000149 penetrating effect Effects 0.000 claims description 2
- 230000002787 reinforcement Effects 0.000 claims 2
- 238000009434 installation Methods 0.000 abstract description 10
- 230000000694 effects Effects 0.000 abstract description 2
- 230000003014 reinforcing effect Effects 0.000 description 27
- 238000006073 displacement reaction Methods 0.000 description 9
- 238000010586 diagram Methods 0.000 description 3
- 230000006978 adaptation Effects 0.000 description 2
- 238000005520 cutting process Methods 0.000 description 2
- 239000011150 reinforced concrete Substances 0.000 description 2
- 230000003068 static effect Effects 0.000 description 2
- 238000003466 welding Methods 0.000 description 2
- 229910000831 Steel Inorganic materials 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 238000004519 manufacturing process Methods 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 239000011435 rock Substances 0.000 description 1
- 238000000926 separation method Methods 0.000 description 1
- 238000007711 solidification Methods 0.000 description 1
- 230000008023 solidification Effects 0.000 description 1
- 239000010959 steel Substances 0.000 description 1
- 239000002023 wood Substances 0.000 description 1
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Abstract
The application relates to a concrete template for building construction, which relates to the technical field of concrete templates and comprises a template main body; the power wheel is rotatably connected to one side of the template main body, which is far away from the wall body; the power wheel rotates to drive the insertion rod to be inserted into and separated from the other adjacent template main body; the transmission assembly is used for transmitting part of power of the power wheel to be converted into power for sliding of the insertion rod; the clamping rods are rotatably connected to the template main bodies, and the inserting rods slidably push the clamping rods to clamp and fix the two adjacent template main bodies; and the demolding assembly is arranged on the template main body, and the power wheel provides power to separate the template main body from the wall body. This application has and makes the concrete form installation more convenient with the dismantlement, improves concrete wall efficiency of construction's effect.
Description
Technical Field
The application relates to the technical field of concrete formworks, in particular to a concrete formwork for building construction.
Background
Shear wall structures are a large class of reinforced concrete building structures, and are also common high-rise building structures. The shear wall is also called as a wind-resistant wall, an earthquake-resistant wall or a structural wall, is a wall body which mainly bears horizontal load and vertical load caused by wind load or earthquake action in a house or a structure, and has an important function of preventing the shear damage of the structure.
When the shear wall of the reinforced concrete building is constructed and poured, a template needs to be erected to manufacture a pouring mold, and the template is removed after concrete pouring, vibrating, curing and maintaining are completed. Common forms include wood forms and steel forms.
To the above-mentioned correlation technique, the inventor finds that, when setting up the template, need use a large amount of split bolts and supports, it is comparatively loaded down with trivial details when installing and dismantling the template, leads to influencing concrete efficiency of construction.
Disclosure of Invention
In order to make concrete form installation more convenient with the dismantlement, improve the efficiency of concrete wall construction, this application provides a concrete form for housing construction.
The application provides a concrete form for housing construction adopts following technical scheme:
a concrete form for building construction, comprising:
a template body;
the power wheel is rotationally connected to one side, away from the wall body, of the template main body;
the power wheel rotates to drive the insertion rod to be inserted into and separated from the other adjacent template main body;
the transmission assembly is used for transmitting part of power of the power wheel to be converted into power for sliding of the insertion rod;
the clamping rods are rotatably connected to the template main bodies, and the inserting rods slidably push the clamping rods to clamp and fix the two adjacent template main bodies;
and the demolding assembly is arranged on the template main body, and the power wheel provides power to separate the template main body from the wall body.
By adopting the technical scheme, when two adjacent template main bodies are installed, the splicing rods can extend out and be inserted into the adjacent template main bodies only by aligning and placing the two adjacent template main bodies and rotating the power wheel, so that the relative displacement vertical to the wall and the relative displacement in the vertical direction can not occur between the two template main bodies; the inserted link inserts in adjacent template main part, promotes and triggers the kelly, and the kelly rotates and adjacent template main part joint, just can not take place the removal of keeping away from each other between two templates. When the template is disassembled, the power wheel is rotated reversely, the insertion rod can be separated from the adjacent template main body and is retracted to the original position, and meanwhile, the power wheel can drive the demolding assembly to work, so that the template main body is separated from the wall body. The power wheel is rotated to complete the installation and the disassembly of the two template main bodies, the installation and the disassembly of the templates are more convenient, and the efficiency of concrete construction is improved.
Optionally, the power wheel is a gear; the inserting rod is integrally formed with a first rack; the transmission assembly includes:
the transition gear is rotatably connected to the template main body and is meshed with the power wheel;
the second rack is connected to the template main body in a sliding manner and is meshed with the transition gear;
the first transmission gear is rotatably connected to the template main body and meshed with the second rack;
and the second transmission gear is coaxially and fixedly connected with the first transmission gear and meshed with the first rack.
Through adopting above-mentioned technical scheme, the power wheel rotates and drives transition gear and rotate, and transition gear rotates and drives the second rack and remove, and the second rack removes and can drive a plurality of first drive gears and rotate, rotates with first drive gear fixed connection's second drive gear and drives the removal of peg graft pole, realizes the removal of power wheel rotation control peg graft pole, and then makes the grafting of two adjacent templates can be controlled to the power wheel.
Optionally, the power wheel is fixedly connected with a worm wheel coaxially, and the template body is rotatably connected with a worm meshed with the worm wheel.
Through adopting above-mentioned technical scheme, rotate the worm and just can drive the power wheel and rotate, rotate comparatively laborsavingly, simultaneously because the auto-lock nature between the worm gear, when the worm stall, the worm wheel can be died by the lock, and a whole set of drive assembly can all be died by the lock and can not remove or rotate to realize peg graft pole and kelly and adjacent template main part stable connection.
Optionally, the template main part is rotated and is connected with the dwang, and the dwang is kept away from the one end of template main part and is equipped with the hand wheel, and the dwang passes through bevel gear group transmission with the worm.
Through adopting above-mentioned technical scheme, the hand wheel can increase the rotation power arm, makes the operator rotate the power wheel and makes more laborsaving, sets up bevel gear group between dwang and the worm and can change the transmission direction, makes the hand wheel can perpendicular template main part setting, and the operator of being convenient for rotates.
Optionally, an accommodating groove is formed in one side of the template main body facing the wall; the demolding component comprises:
the push plate is arranged in the accommodating groove in a sliding mode along the depth direction of the accommodating groove;
and one end of the ejector rod is connected with the push plate, and the other end of the ejector rod is provided with external threads and penetrates through the template main body to be connected with the power wheel through threads.
By adopting the technical scheme, when the power wheel rotates to enable the insertion rod to be retracted, the ejector rod moves along the axial wall direction, and the push plate is pushed against the wall, so that the template main body is separated from the wall; when the power wheel rotates to enable the insertion rod to extend, the ejector rod moves along the axial direction to the direction deviating from the wall body, and after the insertion rod and the clamping rod are connected with the adjacent template main body in place, the push plate is retracted into the template main body, so that the flatness of the wall surface is not affected.
Optionally, the push plate is matched with the accommodating groove in shape; the ejector pin includes:
the cylinder body is connected with the push plate;
and the sliding rod is slidably arranged in the cylinder in a penetrating manner and is connected with the power wheel through threads.
By adopting the technical scheme, the barrel and the sliding rod can generate relative displacement, when the power wheel extends the insertion rod, the push plate completely retracts into the accommodating groove and stops moving, the sliding rod is driven by the power wheel to gradually slide out of the barrel, and the push plate and the die body can be ensured to be flush when concrete is poured; when the power wheel rotates to withdraw the inserting rod, the sliding rod slides in the cylinder, after the inserting rod and the clamping rod are separated from the adjacent template main body, the sliding rod is abutted against the push plate to move the push plate out of the accommodating groove, and the wall body is pushed to separate the template main body from the wall body.
Optionally, one end of the clamping rod is provided with an arc-shaped bending part coaxial with the clamping rod rotating shaft; the template main body is fixedly connected with a clamping pipe matched with the radian of the bending part.
Through adopting above-mentioned technical scheme, the kelly is pushed away the back by the grafting pole top, and the kink can rotate and insert in the kelly, closely laminates the joint together two adjacent template main parts, and two template main parts can not produce the displacement of keeping away from each other.
Optionally, a tension spring is arranged between the template main body and the clamping rod, and the tension spring always pulls the clamping rod in a direction away from the clamping pipe.
Through adopting above-mentioned technical scheme, when the inserted link withdrawed, the extension spring can make the kelly rotate to breaking away from the card pipe direction, and after the inserted link withdrawed completely, the kelly automatically break away from the card pipe.
Optionally, a horizontal reinforcing transverse pipe is arranged on the template main body, and the insertion rod is connected in the reinforcing transverse pipe in a sliding mode.
Through adopting above-mentioned technical scheme, strengthen violently the pipe and can strengthen the structural strength of template main part, increase the anti deformability, make the wall body of pouring out in the template main part more level and more smooth. The insertion rod is arranged in the reinforcing transverse pipe, and the reinforcing transverse pipe can bear the force of vertical wall body direction relative displacement generated between the two adjacent template main bodies, so that the wall body poured out of the template main bodies is more smooth.
Optionally, the template body is one of a planar template, an internal corner template or an external corner template.
Through adopting above-mentioned technical scheme, the wall body of various trends can be spliced out to plane template, reentrant corner template and external corner template, uses the same connection structure can make the installation more convenient and unified spare part, can use the standardized spare part direct replacement of a whole set of template to use when the part damages appears.
In summary, the present application includes at least one of the following beneficial technical effects:
1. the power wheel is rotated to complete the installation and the disassembly of the two template main bodies, the installation and the disassembly of the templates are more convenient, and the efficiency of concrete construction is improved;
2. the worm can be rotated to drive the power wheel to rotate, the rotation is labor-saving, and meanwhile due to the self-locking property between the worm and the gear, when the worm stops rotating, the worm gear can be locked, the whole set of transmission assembly can be locked and cannot move or rotate, so that the stable connection between the inserting rod and the clamping rod and the adjacent template main body is realized;
3. the reinforcing transverse pipe can enhance the structural strength of the template main body, increase the deformation resistance and enable the wall body poured out of the template main body to be smoother. The insertion rods are arranged in the reinforced transverse pipes, and the reinforced transverse pipes can bear the force of relative displacement in the direction vertical to the wall body generated between two adjacent template main bodies, so that the wall body poured in the template main bodies is more flat;
4. the wall body of various trends can be spliced out to plane template, reentrant corner template and external corner template, uses the same connection structure can make the installation more convenient and unify spare part, can use the standardized spare part direct replacement of a whole set of template to use when the part damages appears.
Drawings
FIG. 1 is a schematic diagram of the overall structure of an embodiment of the present application;
FIG. 2 is a schematic view of another embodiment of the present application;
FIG. 3 is a cross-sectional structural schematic view of a stripper assembly according to an embodiment of the present application;
FIG. 4 is a schematic sectional view of the embodiment of the present application to show a plugging rod;
FIG. 5 is a schematic view of a connection structure of corner forms according to an embodiment of the present application;
FIG. 6 is a schematic structural diagram of the formwork of the present embodiment in which the main body is a female angle formwork;
FIG. 7 is a schematic structural diagram of a formwork body as an external corner formwork according to an embodiment of the present application;
in the figure, 1, a template body; 11. rotating the rod; 12. accommodating grooves; 13. clamping the pipe; 14. a tension spring; 15. reinforcing the transverse pipe; 16. a hand wheel; 17. reinforcing the longitudinal pipe; 2. a power wheel; 21. a worm gear; 22. a worm; 3. a plug-in rod; 31. a first rack; 4. a transmission assembly; 41. a transition gear; 42. a second rack; 43. a first transmission gear; 44. a second transmission gear; 5. a clamping rod; 51. a bent portion; 6. demolding the assembly; 61. pushing the plate; 62. a top rod; 621. a barrel; 622. a slide bar; 7. a corner template; 8. a shield.
Detailed Description
The present application is described in further detail below with reference to fig. 1-7.
The application provides a concrete form for housing construction, refers to fig. 1 and 2, including template main part 1, power wheel 2, insertion rod 3, drive assembly 4, kelly 5 and drawing of patterns subassembly 6. The template main bodies 1 are spliced to form a pouring cavity of the concrete wall; the power wheel 2 is rotationally connected to the template main body 1; the inserting rod 3 is connected to the template main body 1 in a sliding manner; the transmission assembly 4 is arranged on the template main body 1 between the insertion rod 3 and the power wheel 2; the clamping rod 5 is rotatably connected to the template main body 1; the stripper assembly 6 is provided on the die plate body 1. The power wheel 2 rotates clockwise, the insertion rod 3 is driven by the transmission component 4 to be inserted into the adjacent template main bodies 1, and relative displacement vertical to the wall and relative displacement in the vertical direction cannot occur between the two template main bodies 1; inserting rod 3 inserts in adjacent template main part 1, supports to push away kelly 5, and kelly 5 rotates two template main part 1 joints, just can not produce the displacement of keeping away from relatively between two template main parts 1. The power wheel 2 rotates anticlockwise to drive the insertion rod 3 to be separated from the adjacent template main body 1, the clamping rod 5 restores to the original position, and the demoulding assembly 6 separates the template main body 1 from the wall body. The power wheel 2 is rotated to complete the installation and the disassembly of the two template main bodies 1, the installation and the disassembly of the template are more convenient, and the efficiency of concrete construction is improved.
The template main body 1 is a rectangular plate, and a reinforcing transverse pipe 15 and a reinforcing longitudinal pipe 17 are fixedly welded on one side of the plate, which is far away from the wall body. The horizontal reinforcing pipes 15 are rectangular pipes, four of which are arranged at equal intervals from top to bottom, and the length of each horizontal reinforcing pipe is equal to the width of the template main body 1. The two reinforcing longitudinal pipes 17 are rectangular pipes, the parts intersected with the reinforcing transverse pipes 15 are cut off and fixedly welded with the reinforcing transverse pipes 15, the top ends of the reinforcing longitudinal pipes are closed, and concrete or other sundries are prevented from falling into the reinforcing transverse pipes. The top end of the reinforced longitudinal pipe 17 is flush with the top end of the template main body 1, and the bottom end of the reinforced longitudinal pipe is flush with the bottom end of the template main body 1. Strengthen still fixed welding in the vertical pipe 17 bottom and have trapezoidal stable foot, make template main part 1 more stable when the locating position, reduce and rock.
Referring to fig. 3 and 4, the power wheel 2 is a gear and is rotatably connected to the formwork body 1. The template main body 1 is fixedly welded with an annular track, and the track and the power wheel 2 are coaxially arranged. And one side of the power wheel 2 is in bolted connection with three sliding blocks matched with the shape of the track, the three sliding blocks are uniformly arranged along the central axis of the power wheel 2, and the power wheel 2 can rotate along the track through the sliding blocks.
The stripper assembly 6 comprises a push plate 61 and a top bar 62. One side of template main part 1 towards the wall body is equipped with rectangular holding tank 12, and push pedal 61 and 12 shape adaptations of holding tank can slide in or the holding tank 12 of roll-off along the direction of perpendicular to wall body. The ejector rod 62 comprises a cylinder body 621 and a sliding rod 622, two ends of the cylinder body 621 are provided with openings and are vertically fixedly welded with the push plate 61, a raised line is arranged on the side wall along the axial direction, and the cylinder body 621 penetrates through the template main body 1 in a sliding mode. The slide bar 622 slides and wears to establish in barrel 621, and slide bar 622 one end circumference lateral wall is equipped with the lug, is equipped with the guide way with lug shape adaptation along the axial in the barrel 621, and the lug slides in the guide way can make the slide bar 622 only can follow axial translation, can not rotate. The end of the sliding rod 622, which is far away from the push plate 61, is provided with an external thread, which is concentric with the power wheel 2 and is in threaded connection with the power wheel 2, and when the power wheel 2 rotates, the sliding rod 622 can be driven to move horizontally. The static friction force between the slide rod 622 and the cylinder 621 is greater than the static friction force between the cylinder 621 and the die plate body 1.
When the power wheel 2 is rotated to splice the template main body 1, the push plate 61 is completely received in the receiving groove 12, the power wheel 2 continues to rotate, and the sliding rod 622 is pulled out towards the outside of the cylinder 621 until the splicing of the splicing rod 3 is completed; when rotating power wheel 2 and dismantling template main part 1, the slide bar 622 is pushed barrel 621, continues to rotate power wheel 2, and after inserting rod 3 breaks away from the enhancement violently pipe 15 of adjacent template main part 1 completely, slide bar 622 butt push pedal 61 continues to rotate power wheel 2, and slide bar 622 can release holding tank 12 and support the wall body after pushing away the solidification with push pedal 61, realizes the separation of template main part 1 and wall body, accomplishes the drawing of patterns.
Referring to fig. 1 and 4, the insertion rod 3 is slidably inserted into each horizontal reinforcing pipe 15, and one end of the insertion rod 3, which can extend out of the horizontal reinforcing pipe 15, is a semi-cylindrical surface, so that the clamping rod 5 can be pushed conveniently; the other end is integrally formed with a first rack 31 with the tooth portion facing downward.
The transmission assembly 4 includes a transition gear 41, a second rack 42, a first transmission gear 43, and a second transmission gear 44. The transition gear 41 is rotationally connected to the template main body 1 and is meshed with the power wheel 2; a plurality of guide sleeves are welded and fixed on the reinforcing longitudinal pipe 17 at one side, and a second rack 42 is slidably arranged in the guide sleeves and meshed with the transition gear 41; the first transmission gear 43 and the second transmission gear 44 are coaxially fixed and rotatably connected to the template body 1, the first transmission gear 43 is engaged with the second rack 42, and the second transmission gear 44 is engaged with the first rack 31.
Each insertion rod 3 corresponds to a group of first transmission gears 43 and second transmission gears 44, when the power wheel 2 rotates, the transition gears 41 are driven to rotate, the transition gears 41 drive the second racks 42 to move, the second racks 42 move to drive the first transmission gears 43 to rotate, and the second transmission gears 44 fixedly connected with the first transmission gears 43 drive the clamping rods to move in a telescopic mode in the reinforcing transverse pipe 15.
One side of the power wheel 2 departing from the template main body 1 is coaxially connected with a worm wheel 21, a transition ring is welded between the worm wheel 21 and the power wheel 2, and a certain gap is reserved between the power wheel 2 and the worm wheel 21 by the transition ring. The template main body 1 is vertically and rotatably connected with a worm 22 through a rotating support, the worm 22 is meshed with a worm wheel 21, and one end of the worm 22 is provided with a first bevel gear. One side of the template main body 1, which is far away from the wall body, is also vertically and rotatably connected with a rotating rod 11, and a second bevel gear is arranged on the rotating rod 11 and is meshed with the first bevel gear. The one end joint that dwang 11 deviates from template main part 1 has hand wheel 16, and hand wheel 16 can make operating personnel rotate dwang 11 more convenient and laborsaving.
When the hand wheel 16 is rotated, the rotating rod 11 rotates, the worm 22 is driven to rotate through the first bevel gear and the second bevel gear, and the worm 22 drives the worm wheel 21 to rotate, so that the power wheel 2 rotates. Because of the self-locking property between the worm wheel 21 and the worm 22, when the worm 22 stops rotating, the worm wheel 21 can be locked, the whole set of transmission assembly 4 can be locked and cannot move or rotate, and therefore the stable connection between the plug-in rod 3 and the clamping rod 5 and the adjacent template main body 1 is achieved.
The clamping rod 5 is rotatably connected to one side, away from the wall body, of the formwork main body 1 and is arranged at two sides of the formwork main body 1 in parallel with the insertion rod 3. 5 one end of kelly is rectangular section's straight-bar, is equipped with the axis of rotation on the template main part 1, and the straight-bar portion at kelly 5 is worn to establish by the axis of rotation, and the lower extreme of kelly 5 is worn to establish in the enhancement violently pipe 15, is equipped with on the enhancement violently pipe 15 and supplies kelly 5 pivoted hole of stepping down. The other end of the clamping rod 5 is bent downwards to form a bent part 51, and the bent part 51 is coaxial with the rotating shaft. Still fixed welding has the card pipe 13 on the side that the template main part 1 deviates from the wall body, and card pipe 13 is located the homonymy with grafting pole 3, and the lower extreme is less than the axis of rotation. When the clamping rod 5 is pushed by the inserting rod 3, the bending part 51 is inserted into the clamping tube 13 of the adjacent template body 1. The clamping rod 5 is welded with a connecting lug, the template main body 1 is welded with a connecting column, a tension spring 14 is arranged between the connecting lug and the connecting column, and the tension spring 14 can pull the clamping rod 5 to rotate to be separated from the direction of the clamping pipe 13.
When the inserting rod 3 is inserted into the reinforcing cross rod of the adjacent template main body 1, the end part of the inserting rod 3 pushes the clamping rod 5, the clamping rod 5 is rotatably inserted into the clamping pipe 13 of the adjacent template main body 1, and the tension spring 14 is stretched; when the inserting rod 3 is separated from the reinforcing cross rod of the adjacent template main body 1, the tension spring 14 can pull the clamping rod 5 out of the clamping pipe 13, and automatic unlocking of the clamping rod 5 is realized.
Referring to fig. 5, the protection cover 8 is arranged on the template main body 1, all gears, racks, worm wheels 21 and worms 22 are covered by the protection cover 8 to play a role in protection, meanwhile, the rotating rod 11 extends out of the protection cover 8, and the hand wheel 16 is arranged outside the protection cover 8, so that the operation of an operator is facilitated.
When erecting the formwork at the edge of the concrete wall, the corner formwork 7 needs to be connected and installed between the two formwork bodies 1. The cross section of the corner template 7 is U-shaped, the back of the U-shaped is abutted against the end parts of the two template main bodies 1, and the edge shape of the wall body is enclosed by the two template main bodies 1. One end of the U-shaped back of the corner template 7 is welded with a horizontal reinforcing pipe 15 and is provided with a clamping rod 5 and a tension spring 14, and the structure of the horizontal reinforcing pipe is the same as that of the template main body 1; the other end is welded with a cutting and a clamping pipe 13, and the shape of the cutting is the same as that of the non-rack end of the insertion rod 3.
When the corner template 7 is installed, firstly, inserting the inserting strips of the corner template 7 into the horizontal reinforcing pipe 15 of the template main body 1, triggering the clamping rods 5 on the template main body 1 by the inserting strips to rotate and insert into the clamping pipes 13, and realizing the fixation of the corner template 7 and the template main body 1 on one side; and aligning the other template main body 1 to the corner template 7, rotating the hand wheel 16 to enable the clamping rods to be inserted into the reinforcing cross rods of the corner template 7, triggering the clamping rods 5 of the corner template 7 to rotate and be inserted into the clamping pipes 13 on the template main body 1, and realizing the fixation of the corner template 7 and the other template main body 1.
Referring to fig. 6 and 7, the formwork body 1 may be not only a plane slab forming a plane formwork, but also a right-angle slab forming an internal corner formwork or an external corner formwork for use in an internal corner or an external corner of a wall body. When the template main body 1 is the reentrant corner template, strengthen violently pipe 15 and be the right angle pipe, weld at the opening inboard of template main body 1, kelly 5 and card pipe 13 set up respectively at the both ends of template main body 1. When the template main body 1 is an external corner template, the reinforcing transverse pipe 15 is a right-angle pipe and is welded on one side of the back face of the opening of the template main body 1, and the clamping rods 5 and the clamping pipes 13 are respectively arranged at two ends of the template main body 1.
Through the cooperation use plane template, reentrant corner template, external corner template and turning template 7, can piece into the wall body of various shapes and pour the chamber, simple to operate is swift simultaneously, has effectively improved the efficiency of concrete wall construction.
The embodiments of the present invention are preferred embodiments of the present application, and the protection scope of the present application is not limited thereby, wherein like parts are denoted by like reference numerals. Therefore: equivalent changes in structure, shape and principle of the present application shall be covered by the protection scope of the present application.
Claims (10)
1. The utility model provides a concrete form for housing construction, its characterized in that includes:
a template body (1);
the power wheel (2) is rotationally connected to one side, away from the wall body, of the template main body (1);
the inserting rod (3) is connected to the template main body (1) in a sliding mode, and the power wheel (2) rotates to drive the inserting rod (3) to be inserted into and separated from the other adjacent template main body (1);
the transmission assembly (4) is used for transmitting part of power of the power wheel (2) and converting the part of the power into the power for sliding the insertion rod (3);
the clamping rods (5) are rotatably connected to the template main bodies (1), and the inserting rods (3) slidably push the clamping rods (5) to clamp and fix the two adjacent template main bodies (1);
and the demolding assembly (6) is arranged on the template main body (1), and the power wheel (2) provides power to separate the template main body (1) from the wall body.
2. A concrete form for building construction according to claim 1, characterised in that said power wheel (2) is a gear; the insertion rod (3) is integrally formed with a first rack (31); the transmission assembly (4) comprises:
the transition gear (41) is rotationally connected to the template main body (1) and is meshed with the power wheel (2);
the second rack (42) is connected to the template main body (1) in a sliding manner and is meshed with the transition gear (41);
the first transmission gear (43) is rotationally connected to the template main body (1) and is meshed with the second rack (42);
and the second transmission gear (44) is coaxially and fixedly connected with the first transmission gear (43) and is meshed with the first rack (31).
3. The concrete form for building construction according to claim 2, wherein the power wheel (2) is coaxially and fixedly connected with a worm wheel (21), and the form body (1) is rotatably connected with a worm (22) engaged with the worm wheel (21).
4. The concrete form for house building construction according to claim 3, wherein the form body (1) is rotatably connected with a rotating rod (11), a hand wheel (16) is arranged at one end of the rotating rod (11) far away from the form body (1), and the rotating rod (11) and the worm (22) are driven by a bevel gear set.
5. A concrete form for building construction according to claim 1, characterised in that the form body (1) is provided with a receiving groove (12) on the side facing the wall; the stripper assembly (6) comprises:
the push plate (61) is arranged in the accommodating groove (12) in a sliding mode along the depth direction of the accommodating groove (12);
one end of the ejector rod (62) is connected with the push plate (61), and the other end of the ejector rod is provided with an external thread and penetrates through the template main body (1) to be in threaded connection with the power wheel (2).
6. A concrete form for building construction according to claim 5, wherein said push plate (61) is adapted to the shape of the receiving groove (12); the jack (62) includes:
a cylinder (621) connected to the push plate (61);
and the sliding rod (622) is slidably arranged in the cylinder body (621) in a penetrating way and is in threaded connection with the power wheel (2).
7. The concrete form for house building construction according to claim 1, wherein one end of the clamping rod (5) is provided with an arc-shaped bent part (51) coaxial with the rotation axis of the clamping rod (5); the template main body (1) is fixedly connected with a clamping pipe (13) matched with the radian of the bending part (51).
8. The concrete form for house building construction according to claim 7, wherein a tension spring (14) is arranged between the form body (1) and the clamp rod (5), and the tension spring (14) always pulls the clamp rod (5) in a direction away from the clamp pipe (13).
9. The concrete form for building construction according to claim 1, wherein a horizontal reinforcement cross tube (15) is provided on the form body (1), and the insertion rod (3) is slidably connected in the reinforcement cross tube (15).
10. A concrete form for building construction according to claim 1, wherein said form body (1) is one of a flat form, a female angle form or a male angle form.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202211652716.0A CN115897996B (en) | 2022-12-17 | Concrete form for house building construction |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202211652716.0A CN115897996B (en) | 2022-12-17 | Concrete form for house building construction |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN115897996A true CN115897996A (en) | 2023-04-04 |
| CN115897996B CN115897996B (en) | 2024-09-24 |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN116394380A (en) * | 2023-06-07 | 2023-07-07 | 山西二建集团有限公司 | Prefabricated formwork of steel structure for building |
Citations (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| KR100877920B1 (en) * | 2008-08-25 | 2009-01-13 | (주)유진인터내셔날종합건축사사무소 | Form pannel with an easy detachment |
| CN210421907U (en) * | 2019-06-24 | 2020-04-28 | 江苏苏阳建设有限公司 | External corner mold assembly of wall |
| CN210421910U (en) * | 2019-06-24 | 2020-04-28 | 江苏苏阳建设有限公司 | Bathroom falls board reentrant corner template |
| CN215907405U (en) * | 2021-07-29 | 2022-02-25 | 李东旭 | Plastic formwork for concrete beam for building construction |
| CN114809609A (en) * | 2022-06-06 | 2022-07-29 | 西安建工第一建筑集团有限公司 | Construction equipment is consolidated to building construction post formwork |
| CN217174397U (en) * | 2022-04-02 | 2022-08-12 | 湖北富竹环境工程有限公司 | Environment-friendly template for reuse in municipal bridge pier construction |
| CN114961255A (en) * | 2022-06-16 | 2022-08-30 | 广东省第四建筑工程有限公司 | Construction method of cast-in-place concrete accelerator machine room |
Patent Citations (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| KR100877920B1 (en) * | 2008-08-25 | 2009-01-13 | (주)유진인터내셔날종합건축사사무소 | Form pannel with an easy detachment |
| CN210421907U (en) * | 2019-06-24 | 2020-04-28 | 江苏苏阳建设有限公司 | External corner mold assembly of wall |
| CN210421910U (en) * | 2019-06-24 | 2020-04-28 | 江苏苏阳建设有限公司 | Bathroom falls board reentrant corner template |
| CN215907405U (en) * | 2021-07-29 | 2022-02-25 | 李东旭 | Plastic formwork for concrete beam for building construction |
| CN217174397U (en) * | 2022-04-02 | 2022-08-12 | 湖北富竹环境工程有限公司 | Environment-friendly template for reuse in municipal bridge pier construction |
| CN114809609A (en) * | 2022-06-06 | 2022-07-29 | 西安建工第一建筑集团有限公司 | Construction equipment is consolidated to building construction post formwork |
| CN114961255A (en) * | 2022-06-16 | 2022-08-30 | 广东省第四建筑工程有限公司 | Construction method of cast-in-place concrete accelerator machine room |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN116394380A (en) * | 2023-06-07 | 2023-07-07 | 山西二建集团有限公司 | Prefabricated formwork of steel structure for building |
| CN116394380B (en) * | 2023-06-07 | 2023-08-22 | 山西二建集团有限公司 | Prefabricated formwork of steel structure for building |
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