CN211007670U - Combination of concrete form and structure that roughness was adjusted - Google Patents
Combination of concrete form and structure that roughness was adjusted Download PDFInfo
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- CN211007670U CN211007670U CN201921769900.7U CN201921769900U CN211007670U CN 211007670 U CN211007670 U CN 211007670U CN 201921769900 U CN201921769900 U CN 201921769900U CN 211007670 U CN211007670 U CN 211007670U
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Abstract
A combination of concrete formworks and a structure for adjusting flatness belong to the field of buildings. The back of the template is provided with a fixing mechanism, the end face of the template is provided with a groove and/or a convex part, opposite adjusting bolts are arranged in the template perpendicular to the end face of the butt joint template, adjusting bolt joint parts are connected between the adjusting bolts, a notch smaller than the thickness of the template is arranged near the butt joint edge of the back of the template, the mixing mold comprises a wood mold arranged between a pair of steel molds, steps are arranged on the end faces of the opposite steel molds, two ends of the wood mold are arranged on the steps, and the joint parts of the long adjusting bolts and the adjusting bolts are in threaded connection on the end faces of the lower parts of the steps.
Description
Technical Field
The utility model relates to a concrete form's structure, in particular to concrete form's combination and roughness regulation's structure belongs to the building field.
Background
A building template structure for cast-in-place concrete structural engineering construction mainly comprises a panel, a supporting structure and a connecting piece. The panel is a bearing plate directly contacting with newly cast concrete; the supporting structure is a temporary structure for supporting the panel, the concrete and the construction load, so that the building template structure is firmly combined and is not deformed or damaged; the connecting piece is a fitting for integrally connecting the panel and the support structure.
The building templates can be divided into combined steel templates and wood templates according to the properties of materials. A combined steel shuttering for in-situ pouring reinforced concrete is composed of a steel frame, a steel.
In the middle of the present mould connecting piece, because of the loose and loose steel mould connecting hole, the inner surface pressure and other reasons, the phenomena of template inner surface dislocation, template bending and the like sometimes appear, when the situation is met, the traditional supporting method is utilized for adjustment, the time and the labor are quite wasted, the adjusting speed is slow, the adjusting force and the flatness are difficult to control, the effect is not very obvious, and a simple and fast method is expected to solve the problems.
In actual steel templates and wood templates, the butted edges are smooth planes, and slurry flows out along the butted end faces when a vibrator is used for vibrating in the construction process, particularly, the phenomena of dislocation of the inner faces of the templates, overlarge butt joint gaps, slurry loss and the like of the wood templates are caused due to the difference of processing thicknesses, the support intervals in the support structure and the like, and a good coping treatment method is not available so far.
In addition, in the actual construction process, because the steel form is generally designed according to the standard, in some cases, in the actual form assembly process, because the steel form can not be cut and cut at any time like a wood form, form combination can not be performed according to the actual size, only the steel form with the standard size is difficult to cope with the nonstandard size in the actual building, the wood form is required to be used for supporting at some special size positions, and sometimes, the steel form and the wood form are required to be combined and supported, in the combination process, the problems of large combination difficulty, difficulty in guaranteeing the flatness and the like exist due to different thicknesses between the wood form and the steel form.
In view of the above, there is a need for a formwork support structure and a method of solution that can be solved, which is also a problem that is left to the building designer.
Disclosure of Invention
In view of concrete form can appear the surface dislocation in the work progress, the template is crooked, the template terminal surface appears the gap too big easily, the thick liquids loss causes that concrete surface roughness is bad, phenomenon such as quality is not good, can be big because of the construction degree of difficulty that reason such as thickness differs caused when steel mould and wood former combination found concrete form, the roughness is difficult to the condition such as control, the utility model provides a concrete form combination and roughness regulation structure, its purpose is in order to guarantee concrete surface's smooth level, prevents concrete slurry loss, improves template combination speed and combination quality, guarantees concrete placement quality, improves construction quality.
The technical scheme of the utility model is that: a structure for combining and adjusting flatness of concrete formworks comprises a steel mould, a wood mould, a steel mould and a mixed mould of the wood mould, wherein the back of the formwork is provided with a fixing mechanism, the end surface of the formwork is provided with a groove and/or a convex part, the groove and the convex part are matched with each other, a plurality of adjusting bolts with opposite rotation directions are respectively arranged in a pair of butted formworks, the adjusting bolts are respectively connected with the adjusting bolts in opposite directions by an adjusting bolt combining part, the mixed mould comprises the wood mould arranged between a pair of steel moulds, a step is arranged on the steel mould butted with the wood mould, the wood mould is arranged on the step, the butted end surfaces of the pair of steel moulds and the wood mould are flat surfaces, a pair of long-size adjusting bolts are also arranged on two sides of the opposite end surfaces of the lower parts of the steps of the pair of steel moulds, and an adjusting bolt combining part is also arranged between the long-size adjusting, the height of the wooden template arranged on the step is adjustable;
furthermore, the rotation directions of the opposite pair of adjusting bolts are opposite, the adjusting bolts are perpendicular to the butt joint edge of the template and are in threaded connection with the inside of the template, one opposite end of the opposite pair of adjusting bolts is fixedly connected with the adjusting bolt joint part, the other end of the adjusting bolt joint part is provided with a central screw hole, the central screw hole is in threaded butt joint with the opposite end of the other adjusting bolt oppositely arranged on the butt joint template, a rotating notch of the adjusting bolt joint part, the thickness of which is smaller than that of the template, is arranged near the butt joint edge of the back surface of the template, and the periphery of the adjusting bolt joint part is an even number polygon;
furthermore, the fixing mechanism arranged on the back of the template comprises a combined fixing strip parallel to the edge of the template, one or more holes are formed in the combined fixing strip, the distances between the holes and the inner surface of the template are equal, and after the template is combined, connecting rods matched with the holes penetrate through the holes in the same straight line in the vertical direction of the combined fixing strip parallel to the edge of the template;
furthermore, one or more adjusting nuts are fixed inside the template and are in threaded connection with the adjusting bolts;
furthermore, the height of the wooden template in the mixed die is adjustable, the height adjustment utilizes a height adjuster, the adjuster comprises a vertical bolt vertical to the surface of the upper step of the steel die, the vertical bolt is in threaded connection with the steel die, the end part of the vertical bolt is rotatably connected with a supporting and adjusting surface, and the other end of the adjusting bolt is provided with a bolt head or a locking nut with an even number of polygons on the periphery;
furthermore, the grooves and the convex parts arranged on the template are of arc structures, horizontal trapezoid structures and triangular structures which are matched with each other;
furthermore, one or more adjusting nuts are fixed in the template in the horizontal direction, and the threads of the adjusting nuts are in threaded connection with the adjusting bolts;
furthermore, the templates comprise templates with grooves on the periphery, templates with protrusions on the periphery, a group of templates with grooves on the opposite end surfaces, another group of templates with protrusions on the opposite end surfaces, and two templates with grooves on the adjacent end surfaces and protrusions on the other two adjacent end surfaces;
further, the combined fixing strip comprises a longitudinal fixing strip and a transverse fixing strip which are parallel to the edge of the template, the longitudinal fixing strip and the transverse fixing strip form a rectangular, square, well-shaped structure or an open-shaped structure facing four directions, a height adjusting bolt is in threaded connection between the connecting rod and the back of the steel mould, threads at two ends of the height adjusting bolt are opposite, and an adjusting part with an even number of polygonal structures is arranged at the periphery of the middle of the height adjusting bolt;
furthermore, a fixing mechanism is arranged on the back face of the steel die of the hybrid die, and the fixing mechanism and the vertical bolt thread positions arranged on the steel die are arranged in a staggered mode.
The utility model discloses the positive effect who has is: the back of the template is provided with the fixing mechanism, so that a plurality of templates which are fixedly connected can be supported, particularly, one or more holes are formed in the combined fixing strips, the distances from the combined fixing strips to the edges of the template are equal, after the templates are combined, connecting rods which are matched with the holes penetrate through the holes of the adjacent or multiple templates, the flatness and the stability of the template can be ensured, the phenomena of bending of the template and the like can be prevented, and stable positioning is shown; particularly, the height adjusting bolts are in threaded connection between the connecting rods and the back of the steel die, threads at two ends of the height adjusting bolts are opposite, and the periphery of the middle part of the height adjusting bolts is of an even-number polygonal structure, so that the connecting rods and the back of the steel die can be fixed, fine adjustment of the flatness of the inner surface of the template is facilitated, and the supporting precision of the template can be further ensured; the mutually matched grooves and/or the mutually matched convex parts are arranged on the end surfaces of the templates, so that the flatness between the templates can be further ensured, the dislocation between the templates can be prevented, and simultaneously, the cement slurry can be prevented from permeating outwards from the butt joint edge when the concrete is poured, and the quality of the concrete can be prevented from being reduced; the adjusting bolts are arranged in the templates perpendicular to the template butt joint edges, the threads of the pair of adjusting bolts arranged in the butt joint templates are opposite, an adjusting bolt combining part is arranged between the adjusting bolts with opposite threads, two sides of the adjusting bolt combining part are fixedly connected with the adjusting bolts or are in butt joint with the adjusting bolts in a threaded manner, an adjusting bolt combining part rotating notch smaller than the thickness of the templates is arranged near the butt joint edges of the back surfaces of the steel molds or the wood molds, and the adjusting bolts with opposite threads can extend out of the adjusting bolt combining part rotating notch and extend into a wrench and other tools for rotating the adjusting bolt combining part; set up the step through the steel mould butt joint portion at the mixed mould, set up wooden template on the steel mould step, threaded connection long dimension adjusting bolt and adjusting bolt joint portion on the step lower part terminal surface, the wooden template height-adjustable who sets up on the step, can guarantee on the one hand that nonstandard template can't correspond the support of template, utilize wooden template can correspond the design of different length, especially set up adjusting bolt, be favorable to adjusting the inner face of steel mould and wooden template in same plane, through utilizing the utility model discloses can guarantee that concrete surface's is smooth level and smooth, prevent the loss of concrete slurry, improve template combination speed and combination quality, guarantee concrete placement quality, further improve construction quality.
Drawings
Fig. 1 is a side view of the end structure of the template.
Fig. 2 is a schematic cross-sectional view of the abutting portion of the end of the template.
Fig. 3 is a schematic cross-sectional view of the abutting portion of the end of the template.
Fig. 4 is a side view of the securing mechanism provided on the back of the template.
FIG. 5 is a schematic side sectional view of the assembled form.
Fig. 6 is a schematic end view of the hybrid die assembly.
FIG. 7 is a schematic view of a vertical bolt arrangement of the mixing die.
Fig. 8 is a schematic end view of the connection structure between the assembled fixing strip and the formwork.
Description of reference numerals: 10-template, 10 a-template I, 10 b-template II, 11-arc structure, 12-horizontal trapezoid structure, 13-triangle structure, 14-combined fixing strip, 15-hole, 16-connecting rod, 17 a-adjusting bolt I, 17 b-adjusting bolt II, 17 c-long-size adjusting bolt I, 17 d-long-size adjusting bolt II, 18, adjusting nut, 18 a-adjusting nut I, 18 b-adjusting nut II, 19-adjusting bolt combining part, 20 a-notch I, 20 b-notch II, 21-vertical bolt, 21 a-vertical bolt I, 21 b-vertical bolt II, 21 c-circular end face, 22-step, 23-supporting adjusting face, 24-gasket, 25-locking nut, 26-height adjusting bolt, 26 a-adjusting part, 27 a-convex part and 27 b-concave groove.
Detailed Description
The technical solution of the present invention will be described in detail below with reference to the accompanying drawings. In the following description, the concrete is poured on the inner surface or the front surface of the form, and the opposite surface is the back surface.
The technical scheme of the utility model is that: a structure for assembling and adjusting flatness of concrete formworks is disclosed, wherein FIG. 1 is a schematic side structure of a formwork end structure, FIG. 2 is a schematic sectional structure of a formwork end butt joint part, and FIG. 3 is a schematic sectional structure of a formwork end butt joint part. Template 10 includes the mixed mode of steel mould, wood mould, steel mould and wood mould, the back of template 10 is provided with fixed establishment, is provided with a plurality of pairs of adjusting bolt between a pair of template 10 of butt joint, utilizes adjusting bolt joint portion 19 to connect between the adjusting bolt, adjusting bolt screw thread perpendicular to butt joint limit and threaded connection are in template 10, adjusting bolt joint portion 19 connects the butt joint limit of a pair of template of perpendicular to, the rotation breach of adjusting bolt joint portion is seted up at a pair of template butt joint limit back of adjusting bolt joint portion 19, rotation breach thickness is less than template thickness, it has breach one 20a and rotates two 20b constitutions to rotate the breach.
The pair of butted templates comprises a first template 10a and a second template 10b, the end surfaces of the first template 10a and the second template 10b are provided with mutually matched grooves 27b and/or protrusions 27a, and the end surfaces perpendicular to the butted edges of the first template 10a and the second template 10b are respectively provided with a pair of adjusting bolts with opposite threads, namely: the adjusting bolt I17 a and the adjusting bolt II 17b are respectively arranged in the template I10 a and the template II 10b, an adjusting bolt combining part 19 is arranged between the adjusting bolt I17 a and the adjusting bolt II 17b with opposite threads, one end of the adjusting bolt combining part 19 is fixedly connected with the adjusting bolt I17 a or the adjusting bolt II 17b, the other end of the adjusting bolt combining part 19 is provided with a central screw hole, the central screw hole is in threaded opposite connection with the adjusting bolt II 17b or the adjusting bolt I17 a, a rotating gap of the adjusting bolt combining part 19 smaller than the thickness of the template 10 is arranged near the butt joint edge of the back surface of the template, the gaps on the template I10 a and the template II 10b are respectively a gap I20 a, the second notch 20b, the first notch 20a and the second notch 20b form a large notch, and the length direction of the adjusting bolt is parallel to the template 10 and the template edge perpendicular to the opposite side surface.
The mixed die comprises a pair of steel dies which are oppositely arranged, a wood die is arranged between the pair of steel dies, a step 22 is arranged at the butt joint part of the steel die and the wood die, a wood template is arranged on the step 22 of the steel die, the butt joint end surface of the steel die and the wood die is a flat surface in the mixed die, a pair of long-size adjusting bolts 17c and long-size adjusting bolts 17d which are parallel to the surface of the steel die extend out of the steel die from the end surfaces of the pair of steel dies which are oppositely arranged at the lower part of the step 22, the long-size adjusting bolts 17c and the long-size adjusting bolts 17d are respectively in threaded connection with the template through adjusting nuts 18a and adjusting nuts 8b which are embedded in the template 10a and the template 10b, the two long-size adjusting bolts are respectively in fixed connection and threaded connection at the two ends of an adjusting bolt combining part 19 in the same way as the adjusting bolts 17b or the adjusting bolts 17a and the adjusting bolt combining part 19, the wooden forms provided on the steps 22 are height adjustable.
Fig. 4 is a side view of the securing mechanism provided on the back of the template. The fixing mechanism arranged on the back of the template 10 comprises combined fixing strips 14 parallel to the edges of the template, one or more holes 15 are formed in the combined fixing strips 14, the distances from the combined fixing strips 14 to the edges of the template are equal, the distances between the holes 15 and the inner surface of the template are equal, and after the template 10 is combined, connecting rods 16 matched with the holes 15 penetrate through the holes 15 in the same straight line in the vertical direction of the combined fixing strips 14 parallel to each other.
One end of the adjusting bolt combining part 19 is fixedly connected to the adjusting bolt, the center of the other end of the adjusting bolt combining part 19 is a threaded hole, the threaded hole is in threaded connection with the end part of the opposite adjusting bolt, and the periphery of the adjusting bolt combining part 19 is of an even number polygonal structure, so that a wrench and the like can be used conveniently.
The height of the wooden template in the mixed die is adjustable, the height is adjustable, a height adjuster is utilized, the adjuster comprises a vertical bolt 21 vertical to the surface of an upper step 22 of the steel die, the vertical bolt 21 is connected to the steel die, the end part of the vertical bolt 21 is rotatably connected with a supporting adjusting surface 23, and the periphery of the adjusting bolt is an even number polygon; in this embodiment the steel mould is provided with height adjustment nuts 18 which mate with vertical bolts 21. In this embodiment, the vertical bolts 21 on the surfaces of the steps 22 on the left and right steel molds include a first vertical bolt 21a and a second vertical bolt 21 b.
FIG. 5 is a schematic side sectional view of the assembled form. One or more adjusting nuts are fixed in the template 10, the threads of the adjusting nuts are in threaded connection with the adjusting bolts, similarly, the threads of the two adjusting nuts in opposite directions are opposite, and the adjusting nuts 18a and the adjusting nuts 18b are arranged corresponding to the adjusting bolts 17a and the adjusting bolts 17 b. The first and second adjusting nuts 18c and 18d are set in the mold in the same manner.
In the interior of the formwork, if the formwork is a wood formwork, the first adjusting nut 18a and the second adjusting nut 18b are fixed inside by using strong fixing glue, if the formwork is a steel formwork, the first adjusting nut 18a and the second adjusting nut 18b can be welded on a supporting plate in the steel formwork, and the first adjusting nut 18a and the second adjusting nut 18b can be seen from the back of the steel film. Although a dashed line is shown in the figure, this is to allow for the arrangement in the wood model.
The groove 27b and the convex part 27a arranged on the template 10 are of an arc-shaped structure 11, a horizontal trapezoid structure 12 and a triangular structure 13 which are mutually matched, wherein one angular bisector of the triangular structure 13 is parallel to the inner surface of the template.
The template 10 comprises a template 10 with a groove 27b around the template 10, a template 10 with a convex 27a around the template, a group of templates 10 with a groove 27b on the opposite end surface, another group of templates 10 with a convex 27a on the opposite end surface, and two templates 10 with a groove 27b on the adjacent end surface and two convex 27a on the adjacent end surface.
Fig. 6 is a schematic end view of a hybrid die assembly. Fig. 7 is a schematic view of a vertical bolt arrangement structure of the mixing die. The back of the steel die of the hybrid die is provided with a fixing mechanism, and the fixing mechanism and the thread position of the vertical bolt 21 arranged on the steel die are arranged in a staggered mode.
The vertical bolt 21 is in threaded connection with the adjusting nut 18 fixed on the steel die, 21c is a round end face of the vertical bolt 21, a supporting adjusting face 23 is rotatably connected to the round end face 21, and the upper end of the supporting adjusting face 23 is in contact with the wood die.
The lower end of the vertical bolt 21 can be a hexagonal bolt head, the vertical bolt 21 can also directly use a screw, a contact part of the screw and the wood mold is provided with a supporting adjusting surface 23, and the lower end of the screw is adjusted by a locking nut 25 through a gasket 24.
In the present embodiment, the vertical bolts on the left and right sides are the first vertical bolt 21a and the second vertical bolt 21b, respectively.
The combined fixing strips 14 comprise longitudinal fixing strips and transverse fixing strips which are parallel to the edges of the templates 10, the longitudinal fixing strips and the transverse fixing strips form a rectangular, square, Chinese character 'jing' shaped structure or an 'open' shaped structure facing four directions, the combined fixing strips 14 with the same structure are used during combination, and the arrangement positions of the combined fixing strips 14 with the same structure on the back surfaces of the templates 10 are the same. Fig. 8 is a schematic end view of the connection between the tie bar and the form after assembly. A height adjusting bolt 26 is connected between the connecting rod 16 and the back of the steel die in a threaded manner, the threads of two ends of the height adjusting bolt 26 are opposite, and the periphery of the middle part is an even number polygon structure adjusting part 26 a. Both ends of the height adjusting bolt 26 are directly screwed with the connecting rod 16 and the formwork 10, respectively, and when the even-numbered polygonal structure adjusting portion 26a is rotated, the height between the connecting rod 16 and the formwork 10 can be finely adjusted.
The utility model discloses the positive effect who has is: the back of the template 10 is provided with the fixing mechanism, so that a plurality of connected templates 10 can be supported and fixed, the inner surfaces of the templates are kept in a plane, particularly, one or more holes 15 are formed in the combined fixing strips 14, the distances from the combined fixing strips 14 to the edges of the templates are equal, after the templates 10 are combined, connecting rods 16 matched with the holes 15 penetrate through the holes 15 of the adjacent or multiple templates, the flatness and stability of the templates 10 can be ensured, the phenomena of bending and the like of the templates 10 can be prevented, and stable positioning is realized; particularly, the height adjusting bolts 26 are in threaded connection between the connecting rods 16 and the back of the steel die, threads at two ends of the height adjusting bolts 26 are opposite, and the periphery of the middle is of an even-numbered polygonal structure, so that the connecting rods 16 and the back of the steel die can be fixed, fine adjustment of flatness of the inner surface of the template 10 is facilitated, and supporting precision of the template 10 can be further guaranteed; the mutually matched grooves 27b and/or the protrusions 27a are arranged on the end faces of the formworks 10, so that the flatness between the formworks 10 can be further ensured, the dislocation between the formworks 10 can be prevented, the penetration of cement slurry from abutting edges to the outside can be prevented when concrete is poured, and the quality of the concrete can be prevented from being reduced; adjusting bolts are arranged on the end face of the template perpendicular to the butt joint edge of the template, the threads of the two opposite adjusting bolts are opposite, the adjusting bolts are arranged in the template, an adjusting bolt combining part 19 is arranged between the adjusting bolts with the opposite threads, two sides of the adjusting bolt combining part 19 are connected or butted with the adjusting bolts, a rotating notch of the adjusting bolt combining part 19 smaller than the thickness of the template is arranged near the butt joint edge of the back surface of the template, tools such as a wrench and the like which can extend into the rotating adjusting bolt combining part 19 from the rotating notch of the adjusting bolt combining part 19, the adjusting bolts with the opposite threads can drive the butted pair of templates 10 to move oppositely by rotating the adjusting bolt combining part 19, and the butt joint gap between the butted templates is adjusted, so that the two templates 10 are ensured to be tightly butted, and the possibility of the adjusting bolts is reduced; set up step 22 through the steel mould butt joint portion at the mixed mould, set up wooden template on the steel mould step 22, threaded connection long size adjusting bolt and adjusting bolt joint portion 19 on the 22 lower part terminal surfaces of step, the wooden template height-adjustable who sets up on the step 22, can guarantee that nonstandard template 10 can not correspond the support of template 10, utilize wooden template can correspond the design of different length, especially set up long size adjusting bolt, be favorable to adjusting the inner face of steel mould and wooden template in same plane, through utilizing the utility model discloses can guarantee the smooth level and smooth on concrete surface, prevent the loss of concrete slurry, improve template 10 combination speed and combination quality, guarantee concrete placement quality, further improve construction quality.
Claims (9)
1. The utility model provides a combination of concrete form and structure that roughness was adjusted, includes the mixed mode of steel mould, wooden mould, steel mould and wooden mould, its characterized in that: the back of the template is provided with a fixing mechanism, the end face of the template is provided with a groove and/or a convex part, the groove and the convex part are matched with each other, a plurality of adjusting bolts with opposite rotation directions are respectively arranged in a pair of templates which are arranged in a butt joint mode, the adjusting bolt combination parts are respectively connected with the adjusting bolts which are opposite to each other on the pair of templates, the mixed mold comprises a wood mold arranged between a pair of steel molds, steps are arranged on the steel molds in butt joint with the wood mold, the wood templates are arranged on the steps, in the mixed mold, the butt joint end faces of the pair of steel molds and the wood mold are flat faces, a pair of long-size adjusting bolts are also arranged on two sides of the end faces opposite to the lower portions of the steps of the pair of steel molds, the adjusting bolt combination parts are also arranged between.
2. A concrete form assembly and flatness adjustment structure according to claim 1, wherein: the opposite rotation directions of the pair of adjusting bolts are opposite, the adjusting bolts are perpendicular to the butt joint edge of the template and are in threaded connection with the inside of the template, one opposite end of the pair of opposite adjusting bolts is fixedly connected with the adjusting bolt joint part, the other end of the adjusting bolt joint part is provided with a central screw hole, the central screw hole is in threaded butt joint with the opposite end of the other opposite adjusting bolt oppositely arranged on the butt joint template, a rotating notch of the adjusting bolt joint part smaller than the thickness of the template is arranged near the butt joint edge of the back surface of the template, and the periphery of the adjusting bolt joint part is an even polygon.
3. A concrete form assembly and flatness adjustment structure according to claim 1, wherein: the fixing mechanism arranged on the back of the template comprises a combined fixing strip parallel to the edge of the template, one or more holes are formed in the combined fixing strip, the distances between the holes and the inner surface of the template are equal, and after the template is combined, connecting rods matched with the holes penetrate through the holes in the same straight line in the vertical direction of the combined fixing strip parallel to the edge of the template.
4. A concrete form assembly and flatness adjustment structure according to claim 1, wherein: one or more adjusting nuts are fixed inside the template and are in threaded connection with the adjusting bolts.
5. A concrete form assembly and flatness adjustment structure according to claim 1, wherein: the height of the wooden template in the mixed die is adjustable, the height adjustment utilizes a height adjuster, the adjuster comprises a vertical bolt perpendicular to the surface of an upper step of the steel die, the vertical bolt is in threaded connection with the steel die, the end part of the vertical bolt is rotatably connected with a supporting adjusting surface, and the other end of the adjusting bolt is provided with an even number of polygonal bolt heads or locking nuts on the periphery.
6. A concrete form assembly and flatness adjustment structure according to claim 1, wherein: the grooves and the convex parts arranged on the template are of arc structures, horizontal trapezoid structures and triangular structures which are matched with each other.
7. A concrete form assembly and flatness adjustment structure according to claim 1, wherein: the template comprises a template with a groove at the periphery, a template with a convex part at the periphery, a group of templates with a groove at the opposite end surfaces, another group of templates with a convex part at the opposite end surfaces, and two templates with a groove at the two adjacent end surfaces and two convex parts at the other two adjacent end surfaces.
8. A concrete form assembly and flatness adjustment structure according to claim 3, wherein: the combined fixing strip comprises a longitudinal fixing strip and a transverse fixing strip which are parallel to the edge of the template, the longitudinal fixing strip and the transverse fixing strip form a rectangle, a square, a 'well' shape structure or an 'open' shape structure facing four directions, a height adjusting bolt is in threaded connection between the connecting rod and the back of the steel mould, threads at two ends of the height adjusting bolt are opposite, and an even number polygonal structure adjusting part is arranged on the periphery of the height adjusting bolt in the middle.
9. A concrete form assembly and flatness adjustment structure according to claim 4, wherein: the back of the steel die of the hybrid die is provided with a fixing mechanism, and the fixing mechanism and the vertical bolt thread position arranged on the steel die are arranged in a staggered mode.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201921769900.7U CN211007670U (en) | 2019-10-22 | 2019-10-22 | Combination of concrete form and structure that roughness was adjusted |
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| Application Number | Priority Date | Filing Date | Title |
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| CN201921769900.7U CN211007670U (en) | 2019-10-22 | 2019-10-22 | Combination of concrete form and structure that roughness was adjusted |
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| CN211007670U true CN211007670U (en) | 2020-07-14 |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110593563A (en) * | 2019-10-22 | 2019-12-20 | 安阳师范学院 | Combination of concrete form and structure that roughness was adjusted |
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Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110593563A (en) * | 2019-10-22 | 2019-12-20 | 安阳师范学院 | Combination of concrete form and structure that roughness was adjusted |
| CN110593563B (en) * | 2019-10-22 | 2024-05-03 | 安阳师范学院 | Structure that combination and roughness of concrete form were adjusted |
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