CN219387152U - Half frame template of concreting and half frame template system of concreting - Google Patents
Half frame template of concreting and half frame template system of concreting Download PDFInfo
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- CN219387152U CN219387152U CN202223056779.8U CN202223056779U CN219387152U CN 219387152 U CN219387152 U CN 219387152U CN 202223056779 U CN202223056779 U CN 202223056779U CN 219387152 U CN219387152 U CN 219387152U
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- 229910000831 Steel Inorganic materials 0.000 claims abstract description 56
- 239000010959 steel Substances 0.000 claims abstract description 56
- 238000005452 bending Methods 0.000 claims abstract description 15
- 238000010276 construction Methods 0.000 abstract description 10
- 238000000034 method Methods 0.000 abstract description 3
- 238000009415 formwork Methods 0.000 description 20
- 239000002023 wood Substances 0.000 description 9
- 238000005266 casting Methods 0.000 description 6
- 238000010586 diagram Methods 0.000 description 3
- 238000005553 drilling Methods 0.000 description 2
- 230000000149 penetrating effect Effects 0.000 description 2
- 238000009435 building construction Methods 0.000 description 1
- 230000009977 dual effect Effects 0.000 description 1
- 238000009413 insulation Methods 0.000 description 1
- 239000007788 liquid Substances 0.000 description 1
- 238000004519 manufacturing process Methods 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
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Abstract
The utility model discloses a concrete pouring half-frame template and a concrete pouring half-frame template system, wherein the concrete pouring half-frame template comprises a panel, a section steel frame, an upper frame and a height connecting template; the panel comprises a front surface and a back surface, wherein the front surface is used for pouring concrete; the section steel frame is arranged on the side edge of the panel in the length direction; the upper frame is arranged on the lateral edge of the panel in the width direction. The height connecting template comprises a height connecting panel and a height connecting frame, wherein the height connecting panel and the height connecting frame are of plate-shaped structures and are mutually perpendicular and fixed into L-shaped connection. The height-connecting templates are designed, so that the same concrete pouring half-frame template is only replaced by the height-connecting templates with different sizes, and the method is applicable to wall construction with different sizes; the panel and the upper frame are assembled in the frame by designing the vertical bar frame, so that the overall rigidity and the bending strength are improved; through designing integrative round pin, dismouting concrete placement half frame template is more convenient, efficient, be difficult to lose the round pin piece.
Description
Technical Field
The utility model relates to a concrete pouring half-frame template, and simultaneously relates to a corresponding concrete pouring half-frame template system, belonging to the technical field of building auxiliary tools.
Background
The existing concrete pouring half-frame template is an important tool for cast-in-place concrete construction, and a traditional loose-spliced wood template or a simple spliced steel template is used in actual construction.
In the Chinese application of the utility model with the application number of 202110277673.1, a concrete pouring half-frame template system with an external wall with an internal heat insulation plate is disclosed. The split bolt of the outer wall template is designed into a three-section combination type, in the process of assembling the heat-insulating plate and the steel wire mesh sheet on the ground, a butt bolt penetrating hole is drilled on the heat-insulating plate, a middle section screw rod is penetrated into the butt bolt penetrating hole drilled on the heat-insulating plate, after the assembled heat-insulating plate and the steel wire mesh sheet are hoisted and installed on the outer side of the outer wall steel reinforcement framework, the outer side template and the inner side template are erected, the outer side section screw rod penetrates through a drilling hole on the outer side template and is screwed with a conical nut on the outer side end of the middle section screw rod, the outer side template is fixed, and the inner side section screw rod penetrates through a drilling hole on the inner side template and is screwed with a conical nut on the inner side end of the middle section screw rod, so that the inner side template is fixed.
However, the existing concrete pouring half-frame formwork needs to be designed into different panel sizes according to different sizes of actual construction walls, so that the walls with different specifications cannot be shared. In addition, due to the self structure, the overall rigidity is low, the bending strength is low, the concrete is easy to deform in the actual construction process, and the poured concrete leaks slurry and the wall body deforms; heavy weight, time and labor waste in manual transportation; the connecting parts are easy to lose when a plurality of templates are assembled, and the assembly efficiency is low.
Disclosure of Invention
The utility model aims to provide a concrete pouring half-frame template.
The utility model aims to provide a concrete pouring half-frame template system.
In order to achieve the above purpose, the present utility model adopts the following technical scheme:
according to a first aspect of the embodiment of the utility model, a concrete pouring half-frame template is provided, which comprises a panel, a section steel frame, an upper frame and a height-connecting template; wherein,,
the panel comprises a front surface and a back surface, wherein the front surface is used for pouring concrete;
the section steel frame is arranged on the side edge of the panel in the length direction;
the upper frame is arranged on the lateral edge of the panel in the width direction;
the height-connecting template comprises a height-connecting panel and a height-connecting frame, the height-connecting panel and the height-connecting frame are both plate-shaped structures and are mutually and vertically fixed into L-shaped connection,
the height-connecting panel is lapped on the upper side edge of the panel, the thickness of the height-connecting panel is the same as that of the panel, the height of the height-connecting panel is used for prolonging the height of the panel,
the height-connecting frame is lapped on the upper side edge of the upper frame, the thickness of the height-connecting frame is the same as that of the upper frame, and the height of the height-connecting frame is used for prolonging the height of the upper frame.
Wherein, preferably, the section steel frame comprises a front hook plate, a rear supporting plate, a side plate and a bending plate,
a panel is clamped in the space formed by the front hook plate and the rear supporting plate, the shape of the hook part of the front hook plate is matched with the chamfer angle of the panel,
the rear supporting plate is perpendicular to the front hook plate and is attached to the back surface of the panel,
the thickness of the rear supporting plate is gradually thinned from the joint with the front hook plate,
the thickness of the front hook plate gradually increases from the connection part with the rear supporting plate,
one side of the side plate is connected with the connecting part of the front hook plate and the rear supporting plate, the other side extends from the back of the panel along the direction vertical to the panel,
one side of the bending plate is connected with the side plate, and the other side extends along the outer side direction of the panel.
Wherein, preferably, the section steel frame comprises a front hook plate, a rear supporting plate, a side plate and a bending plate,
a panel is clamped in the space formed by the front hook plate and the rear supporting plate, the shape of the hook part of the front hook plate is matched with the chamfer angle of the panel,
the rear supporting plate is perpendicular to the front hook plate and is attached to the back surface of the panel,
one side of the side plate is connected with the rear supporting plate, the other side extends from the back surface of the panel along the direction vertical to the panel,
one side of the bending plate is connected with the side plate, and the other side extends along the outer side direction of the panel.
Wherein, preferably, the section steel frame comprises a front hook plate, a rear supporting plate and a side plate,
a panel is clamped in the space formed by the front hook plate and the rear supporting plate, the shape of the hook part of the front hook plate is matched with the chamfer angle of the panel,
the rear supporting plate is perpendicular to the front hook plate and is attached to the back surface of the panel,
one side of the side plate is connected with the rear supporting plate, the other side extends from the back surface of the panel along the direction vertical to the panel,
the tail part is formed at the lowest side of the side plate, and the thickness of the tail part is thicker than that of the side plate.
Wherein, preferably, the section steel frame comprises a front hook plate, a rear supporting plate and a side plate,
a panel is clamped in the space formed by the front hook plate and the rear supporting plate, the shape of the hook part of the front hook plate is matched with the chamfer angle of the panel,
the rear supporting plate is perpendicular to the front hook plate and is attached to the back surface of the panel,
one side of the side plate is connected with the rear supporting plate, the other side extends from the back surface of the panel along the direction vertical to the panel,
the side plates are thinner in the middle and thicker to both sides.
Wherein, preferably, the concrete pouring half-frame template comprises a first panel, a second panel, corner connecting battens, a profile steel frame and an upper frame,
the first panel and the second panel are respectively fixed on two adjacent side surfaces of the corner connecting batten, and form an included angle,
the shaped steel frame sets up in the length direction's of first panel and second panel side.
According to a second aspect of embodiments of the present utility model, there is provided a concrete casting half-frame form system for casting a concrete wall, comprising an outer wall half-frame form system and an inner wall half-frame form system; wherein,,
the outer wall half-frame template system comprises a bottom supporting batten and a concrete pouring half-frame template; the bottom supporting batten is positioned below the concrete pouring half-frame template, and is fixed on the solidified concrete wall;
the inner wall half-frame template system comprises a bottom form removing batten, a concrete pouring half-frame template and a top plate wood form; the bottom demolding wood is positioned below the concrete pouring half-frame template, and the top plate wood is positioned above the concrete pouring half-frame template.
Wherein, preferably, the height-connecting template comprises a height-connecting panel and a height-connecting frame, the height-connecting panel and the height-connecting frame are both plate-shaped structures and are mutually and vertically fixed,
the height-connecting panel is lapped on the upper side edge of the panel, the thickness of the height-connecting panel is the same as that of the panel and is used for prolonging the height of the panel,
the height-connecting frame is lapped on the upper side edge of the upper frame, and the thickness of the height-connecting frame is the same as that of the upper frame and is used for prolonging the height of the upper frame.
Wherein, preferably, the concrete pouring half-frame template system also comprises an integral pin, the integral pin consists of a pin seat, a double-plate pin, a double-hole pin sheet and a thin steel wire rope,
the pin seat is fixed on the profile steel frame and comprises a first fixed plate, a second fixed plate and a pin plate, one end of the pin plate is connected with the first fixed plate, the other end of the pin plate is connected with the second fixed plate, and a U-shaped structure is integrally formed;
the double-plate pin is inserted into the fixing hole of the profile steel frame, the double-plate pin comprises a long pin and a front plate, one end of the long pin is inserted into the pin hole, and the front plate is inserted onto the long pin from one end of the long pin;
the double-hole pin sheet is tied on the double-plate pin or the pin seat through a thin steel wire rope.
Compared with the prior art, the utility model can be suitable for wall construction with different sizes by designing the height-connecting templates and only replacing the height-connecting templates with different sizes; the vertical bar frame is designed, the panel and the upper frame are assembled in the frame, the overall rigidity and the bending strength are improved, and the concrete pouring half-frame template is not easy to deform; through designing integrative round pin, when in-service use, dismouting concrete placement half frame template is more convenient, efficient, be difficult to lose the round pin piece.
Drawings
FIG. 1 is a schematic diagram of a half-frame formwork system for concrete placement according to the present utility model;
fig. 2 is a schematic perspective view of a half-frame formwork for concrete casting according to a first embodiment of the present utility model;
FIG. 3 is a cross-sectional view taken along the direction A-A in FIG. 2;
FIG. 4a is an enlarged view of a portion of the panel and section steel frame of FIG. 3;
FIG. 4b is a cross-sectional view of another section steel frame;
FIG. 4c is a cross-sectional view of another section steel frame;
FIG. 4d is a cross-sectional view of another section steel frame;
FIG. 5 is a schematic view of the upper frame structure;
FIG. 6 is an enlarged view of a portion of the upper rim and section steel rim of FIG. 2;
FIG. 7 is a schematic perspective view of a height-engaging formwork;
FIG. 8 is a schematic view of the structure of the section steel frame, upper frame and height-connecting formwork of the concrete pouring half-frame formwork;
FIG. 9a is a schematic perspective view of an integrated pin;
FIG. 9b is a schematic view of the pin holder;
FIG. 9c is a schematic diagram of the front structure of the pin holder;
FIG. 9d is a schematic diagram of a dual plate pin;
FIG. 9e is a schematic view of the structure of the front plate;
FIG. 9f is a schematic view of another front plate;
FIG. 9g is a schematic view of another front plate;
FIG. 9h is a schematic view of another front plate;
fig. 10 is a schematic perspective view of a half frame formwork for concrete casting according to a second embodiment of the present utility model.
Detailed Description
The technical contents of the present utility model will be specifically described below with reference to the accompanying drawings and specific examples.
(first embodiment)
In a building construction, the construction of a wall requires the construction of a concrete casting half-frame formwork system as shown in fig. 1. After the concrete pouring half-frame template system is built, injecting concrete into the inner space of the concrete pouring half-frame template system, and removing the concrete pouring half-frame template system after the concrete is solidified, so that the concrete wall is formed.
The concrete pouring half-frame template system comprises an outer wall half-frame template system 1 and an inner wall half-frame template system 2. The outer wall half-frame template system 1 comprises a bottom supporting batten 10 and a concrete pouring half-frame template 3; the inner wall half-frame formwork system 2 comprises a bottom formwork removal batten 20, a concrete pouring half-frame formwork 3 and a top plate wood formwork 22. In the exterior wall form system 1, the bottom supporting batten 10 is located below the concreting half frame form 3. In the interior wall half-frame form system 2, the bottom form removal timber 20 is positioned below the concreting half-frame form 3 and the roof timber 22 is positioned above the concreting half-frame form 3. When the outer wall half-frame template system 1 is built, the bottom bearing wood board 10 is fixed on the solidified concrete of the outer wall, and then the concrete pouring half-frame template 3 is installed on the bottom bearing wood board 10, so that the bottom bearing wood board 10 supports and fixes the concrete pouring half-frame template 3. When the inner wall half-frame template system 2 is built, the bottom template removing batten 20 is firstly installed, and then the concrete pouring half-frame template 3 and the top plate wood template 22 are sequentially installed. The bottom form removal batten 20 can eliminate the influence of the unevenness of the concrete elevation of the bottom plate, and when the inner wall form removal system 2 is removed, the bottom form removal batten 20 is removed first, so that a form removal space is reserved for the concrete pouring half-frame form 3.
As shown in fig. 2, the half frame formwork 3 for concrete pouring provided by the utility model comprises a panel 30, a section steel frame 31, an upper frame 32 and a height-connecting formwork 21. The panel 30 includes a front face for casting concrete and a rear face. The section steel frame 31 is disposed on a side edge of the panel 30 in the length direction, the upper frame 32 is disposed on a side edge of the panel 30 in the width direction, and the upper frame 32 is higher than the panel 30 to form a stepped female opening. The height-receiving form 21 is fixed to the upper portion of the upper frame 32. The front and back sides are the outer wall flat form when the concrete pouring half-frame form 3 is arranged outside the wall body, the inner wall flat form is arranged inside the wall body, the outer wall flat form and the inner wall flat form are arranged face to face and fixed, a space is formed in the middle, concrete is poured in the space, the outer wall flat form and the inner wall flat form are removed after the concrete is solidified, and the wall body is formed, wherein one side of the outer wall flat form and the inner wall flat form, which is in contact with the concrete, is the front side, and the other side is the back side when the concrete is poured. The upper part here means a position above when the concrete placement half-frame form 3 is set up.
Fig. 3 is a cross-sectional view of fig. 2 taken along A-A. Fig. 4a is a schematic structural view of the middle-sized steel frame 31 in fig. 3. As shown in fig. 3 and 4a, the section steel frame 31 includes a front hook plate 310, a rear bracket 311, a side plate 312, and a bent plate 313. The front hook plate 310 and the rear bracket 311 form a space in which the panel 30 is engaged, and the hook portion 3100 of the front hook plate 310 is shaped to match the chamfer of the panel 30, so that the panel 30 can be effectively prevented from loosening in the front-rear direction. The chamfer of the panel 30 may be triangular, semicircular, rectangular, or any other shape that serves to prevent the panel 30 from separating and falling off the section bar frame 31 during stripping. The rear supporting plate 311 is attached to the rear surface of the panel 30 perpendicular to the front hook plate 310. One side of the side plate 312 is connected to the rear bracket 311, and the other side extends from the rear surface of the panel 30 in a direction perpendicular to the panel 30. A plurality of fixing holes 3120 for fixing a plurality of concrete placement half-frame templates 3 are provided on the side plate 312. One side of the bending plate 313 is connected to the side plate 312, and the other side extends in the outer direction of the panel 30.
Fig. 4b is a schematic structural view of another section steel frame 31. In this structure, compared with the section steel frame 31 of fig. 4a, the bent plate 313 is not provided, and the thickness of the lowermost side plate 312 is thicker, so that a thick tail 3121 is formed. Fig. 4c is a schematic structural view of another section steel frame 31. In this structure, compared with the section steel frame 31 of fig. 4a, the bending plate 313 is not provided, the middle thickness of the side plate 312 is thinner, and the thickness gradually increases toward both sides. As shown in fig. 4d, the section steel frame 31 includes a front hook plate 310 ', a rear bracket 311', a side plate 312 ', and a bent plate 313'. The front hook plate 310 'and the rear bracket 311' are formed with the front plate 30 engaged in a space, and the hook portion 3100 'of the front hook plate 310' is shaped to match the chamfer of the front plate 30, so that the front plate 30 is effectively prevented from loosening in the front-rear direction. The chamfer of the panel 30 may be triangular, semicircular, rectangular, or any other shape that serves to prevent the panel 30 from separating and falling off the section bar frame 31 during stripping. The rear supporting plate 311 'is perpendicular to the front hook plate 310', and is attached to the rear surface of the panel 30. The thickness of the rear bracket 311 'becomes thinner from the junction with the front hook plate 310'. The front hook plate 310 'becomes thicker gradually from the junction with the rear bracket 311'. One side of the side plate 312 ' is connected to the junction of the front hook plate 310 ' and the rear bracket 311 ', and the other side extends from the rear surface of the panel 30 in a direction perpendicular to the panel 30. A plurality of fixing holes 3120 for fixing a plurality of concreting half-frame templates 3 are provided on the side plate 312'. One side of the bending plate 313 'is connected to the side plate 312', and the other side extends in the outer direction of the panel 30.
Fig. 5 is a schematic view of the upper frame structure. Fig. 6 is an enlarged view of the upper rim and a portion 33 of the section steel rim in fig. 2. As shown in fig. 5 and 6, the upper frame 32 is provided with a recess 320, the rear support plate 311 of the steel frame 31 is disposed on the recess 320, and the side plate 312 is tightly attached to the short side of the upper frame 32.
As shown in fig. 7, the height-receiving form 21 includes a height-receiving panel 210 and a height-receiving frame 211, and the height-receiving panel 210 and the height-receiving frame 211 are both plate-like structures and are vertically fixed to each other in an L-shaped connection. As shown in fig. 8, the height-receiving panel 210 is spliced to the upper side edge of the panel 30, and the height-receiving frame 211 is overlapped to the upper side edge of the upper frame 32. The thickness L1 of the height-receiving panel 210 is the same as the thickness of the panel 30, the height H1 thereof is used to extend the height of the panel 30, the thickness L2 of the height-receiving frame 211 is the same as the thickness of the upper frame 32, and the height H2 thereof is used to extend the height of the upper frame 32. The height of the height-adjustable formwork 21 can be adjusted, that is to say, a series of height-adjustable formworks 21 with different heights can be manufactured, so that the height of the panel 30 is not required to be adjusted, only the height of the height-adjustable formwork 21 is required to be adjusted, and the height-adjustable formwork can be suitable for manufacturing walls with different heights. The height-connecting panel 210 extends downwards beyond the height-connecting frame 211 to form a stepped sub-opening, the sub-opening is matched with a female opening at the top of the template to form a staggered connection between the seam between the height-connecting panel 210 and the template panel 30 and between the height-connecting frame 211 and the template frame 32, and the measure can also prevent liquid concrete from leaking on the premise of ensuring the quality of the seam.
In one embodiment of the utility model, a plurality of concreting half-frame templates 3 are fixedly connected by integral pins 4. As shown in fig. 9a, the integral pin 4 is composed of a pin holder 41, a double-plate pin 42, a double-hole pin piece 43, and a thin steel wire rope 44. The pin seat 41 is fixed on the section steel frame 31, the double-plate pin 42 is inserted into the fixing hole 3210 of the section steel frame 31, the double-hole pin piece 43 is tied on the double-plate pin 42 or the pin seat 41 through a thin steel wire rope 44, and the double-hole pin piece 43 is inserted into the pin hole 420 of the double-plate pin 42 when in use. Specifically, as shown in fig. 9b and 9c, the pin seat 41 includes a first fixing plate 411, a second fixing plate 412, and a pin plate 413, wherein one end of the pin plate 413 is connected to the first fixing plate 411, and the other end is connected to the second fixing plate 412, and the pin seat is integrally formed into a U-shaped structure. The first fixing plate 411 and the second fixing plate 412 are respectively fixed on the profile steel frame 31. The latch plate 413 is provided with a pin hole 4130, which pin hole 4130 is used for inserting the double plate pin 42. As shown in fig. 9d and 9f, the double plate pin 42 includes a long pin 421 and a front plate 422, one end 4210 of the long pin 421 is inserted into the pin hole 4130, and then the front plate 422 is inserted onto the long pin 421 from the one end 4210 of the long pin 421. The front plate 422 has the function of maintaining the orientation of the pin holes 420, and when assembled by welding, one straight edge of the front plate 422 is parallel to the first fixing plate 411, and the straight edge of the front plate 422 is perpendicular to the pin holes 420, both of which ensure that the rectangular cross section of the pin holes on the pins are parallel to the face plate 30. As shown in fig. 9e, the front plate 422 has a hexagonal cross-section at the outer periphery and a circular hole at the center. As shown in fig. 9f and 9g, the cross-section of the front plate 422 may be of different shapes.
(second embodiment)
In the house construction, two walls with an included angle need to be established, and a half-frame formwork system for concrete pouring in the embodiment needs to be established. After the concrete pouring half-frame template system is built, injecting concrete into the inner space of the concrete pouring half-frame template system, and removing the concrete pouring half-frame template system after the concrete is solidified, so that the two-sided concrete wall with the included angle is formed. Compared with the first embodiment, the half frame template system for concrete pouring in this embodiment has different shapes and structures, so only the half frame template for concrete pouring in this embodiment will be described in detail below, and the same parts will not be repeated.
As shown in fig. 10, the half frame formwork for concrete pouring in the present embodiment includes a first panel 51, a second panel 52, corner connecting battens 53, a section steel frame 54 and an upper frame (not shown). The first panel 51 and the second panel 52 are respectively fixed to two adjacent side surfaces of the corner connecting batten 53, and form an included angle therebetween. The size of the included angle can be designed at will according to actual requirements. The section steel frame 54 is provided on the longitudinal side edges of the first panel 51 and the second panel 52. The structure of the section steel frame 54 in this embodiment is the same as that of the section steel frame 31 in the first embodiment, and will not be described here again. The upper frames in the present embodiment are provided on the widthwise sides of the first panel 51 and the second panel 52, respectively. The structure of the upper frame in this embodiment is the same as the upper frame 32 of the first embodiment, and will not be described here again.
In summary, the concrete pouring half-frame template provided by the utility model is designed with the height-connecting template, so that the concrete pouring half-frame template can be suitable for wall construction with different sizes only by replacing the height-connecting templates with different sizes; the vertical bar frame is designed, the panel and the upper frame are assembled in the frame, the overall rigidity and the bending strength are improved, and the concrete pouring half-frame template is not easy to deform; through designing integrative round pin, when in-service use, dismouting concrete placement half frame template is more convenient, efficient, be difficult to lose the round pin piece.
The concrete pouring half-frame template and the concrete pouring half-frame template system provided by the utility model are described in detail. Any obvious modifications to the present utility model, without departing from the spirit thereof, would constitute an infringement of the patent rights of the utility model and would take on corresponding legal liabilities.
Claims (8)
1. The concrete pouring half-frame template is characterized by comprising a panel, a section steel frame, an upper frame and a height-connecting template; wherein,,
the panel comprises a front surface and a back surface, wherein the front surface is used for pouring concrete;
the section steel frame is arranged on the side edge of the panel in the length direction;
the upper frame is arranged on the lateral edge of the panel in the width direction;
the height-connecting template comprises a height-connecting panel and a height-connecting frame, the height-connecting panel and the height-connecting frame are both plate-shaped structures and are mutually and vertically fixed into L-shaped connection,
the height-connecting panel is lapped on the upper side edge of the panel, the thickness of the height-connecting panel is the same as that of the panel, the height of the height-connecting panel is used for prolonging the height of the panel,
the height-connecting frame is lapped on the upper side edge of the upper frame, the thickness of the height-connecting frame is the same as that of the upper frame, and the height of the height-connecting frame is used for prolonging the height of the upper frame.
2. The concrete pouring half-frame template of claim 1, wherein the section steel frame comprises a front hook plate, a rear supporting plate, a side plate and a bending plate,
a panel is clamped in the space formed by the front hook plate and the rear supporting plate, the shape of the hook part of the front hook plate is matched with the chamfer angle of the panel,
the rear supporting plate is perpendicular to the front hook plate and is attached to the back surface of the panel,
the thickness of the rear supporting plate is gradually thinned from the joint with the front hook plate,
the thickness of the front hook plate gradually increases from the connection part with the rear supporting plate,
one side of the side plate is connected with the connecting part of the front hook plate and the rear supporting plate, the other side extends from the back of the panel along the direction vertical to the panel,
one side of the bending plate is connected with the side plate, and the other side extends along the outer side direction of the panel.
3. The concrete pouring half-frame template of claim 1, wherein the section steel frame comprises a front hook plate, a rear supporting plate, a side plate and a bending plate,
the front hook plate and the rear supporting plate are internally clamped with the panel, the shape of the hook part of the front hook plate is matched with the chamfer angle of the panel,
the rear supporting plate is perpendicular to the front hook plate and is attached to the back surface of the panel,
one side of the side plate is connected with the rear supporting plate, the other side extends from the back surface of the panel along the direction vertical to the panel,
one side of the bending plate is connected with the side plate, and the other side extends along the outer side direction of the panel.
4. The concrete pouring half-frame template of claim 1, wherein the section steel frame comprises a front hook plate, a rear supporting plate and a side plate,
the front hook plate and the rear supporting plate are internally clamped with the panel, the shape of the hook part of the front hook plate is matched with the chamfer angle of the panel,
the rear supporting plate is perpendicular to the front hook plate and is attached to the back surface of the panel,
one side of the side plate is connected with the rear supporting plate, the other side extends from the back surface of the panel along the direction vertical to the panel,
and a tail part is formed at the bottommost side of the side plate, and the thickness of the tail part is thicker than that of the side plate.
5. The concrete pouring half-frame template of claim 1, wherein the section steel frame comprises a front hook plate, a rear supporting plate and a side plate,
the front hook plate and the rear supporting plate are internally clamped with the panel, the shape of the hook part of the front hook plate is matched with the chamfer angle of the panel,
the rear supporting plate is perpendicular to the front hook plate and is attached to the back surface of the panel,
one side of the side plate is connected with the rear supporting plate, the other side extends from the back surface of the panel along the direction vertical to the panel,
the side plates have a thin middle thickness and gradually become thicker toward both sides.
6. The concrete pouring half frame template of claim 1, wherein the concrete pouring half frame template comprises a first panel, a second panel, corner connecting battens, a section steel frame and an upper frame,
the first panel and the second panel are respectively fixed on two adjacent side surfaces of the corner connecting batten, and form an included angle,
the section steel frame is arranged on the side edges of the first panel and the second panel in the length direction.
7. A concrete pouring half-frame template system for pouring concrete walls is characterized by comprising an outer wall half-frame template system and an inner wall half-frame template system,
the outer wall half-frame template system comprises a bottom supporting batten and the concrete pouring half-frame template as claimed in any one of claims 1 to 6; wherein,,
the bottom supporting batten is positioned below the concrete pouring half-frame template, and is fixed in the solidified concrete wall;
the inner wall half-frame template system comprises a bottom die-removing batten and the concrete pouring half-frame template and a top plate batten according to any one of claims 1 to 6; wherein,,
the bottom demolding timber side is located below the concrete pouring half-frame template, and the top plate timber form is located above the concrete pouring half-frame template.
8. The concreting half frame form system of claim 7 further comprising an integral pin comprised of a pin base, a double plate pin, a double hole pin piece and a thin steel wire rope,
the pin seat is fixed on the section steel frame and comprises a first fixing plate, a second fixing plate and a pin plate, one end of the pin plate is connected with the first fixing plate, and the other end of the pin plate is connected with the second fixing plate, so that a U-shaped structure is integrally formed;
the double-plate pin is inserted into the fixing hole of the profile steel frame; the double-plate pin comprises a long pin and a front plate, one end of the long pin is inserted into a pin hole, and the front plate is inserted onto the long pin from one end of the long pin;
the double-hole pin sheet is tied on the double-plate pin or the pin seat through the thin steel wire rope.
Applications Claiming Priority (2)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2022217238534 | 2022-07-04 | ||
| CN202221723853 | 2022-07-04 |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN219387152U true CN219387152U (en) | 2023-07-21 |
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| CN202223056779.8U Active CN219387152U (en) | 2022-07-04 | 2022-11-17 | Half frame template of concreting and half frame template system of concreting |
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| CN (1) | CN219387152U (en) |
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