CN215716321U - Cast-in-place concrete disassembly-free template for building and building member thereof - Google Patents
Cast-in-place concrete disassembly-free template for building and building member thereof Download PDFInfo
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- CN215716321U CN215716321U CN202122338650.5U CN202122338650U CN215716321U CN 215716321 U CN215716321 U CN 215716321U CN 202122338650 U CN202122338650 U CN 202122338650U CN 215716321 U CN215716321 U CN 215716321U
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Abstract
The utility model relates to the technical field of building construction auxiliary tools, and discloses a cast-in-place concrete disassembly-free template for a building and a building component thereof, wherein the cast-in-place concrete disassembly-free template comprises a shaping template, positioning holes which are equidistantly formed in the front side surface of the shaping template, and reinforcing connecting rods which are slidably connected with the inner walls of the positioning holes; according to the utility model, through the arrangement of the positioning bolt, the clamping plate and the threaded rod, the safety of the concrete pouring process can be ensured to the maximum extent by matching with the auxiliary supporting triangular block, and meanwhile, the arrangement of the stressed circular baffle and the cambered surface groove can ensure the flatness of the surface of the shaping template, and the expansion of concrete can not influence later-stage decoration projects.
Description
Technical Field
The utility model relates to the technical field of construction auxiliary tools, in particular to a cast-in-place concrete disassembly-free template for a building and a building member thereof.
Background
The concrete template refers to a whole set of construction system of a newly cast concrete forming template and a supporting template, the classification of the templates has various different grading methods, and the templates are divided into a plane template and a curved surface template according to the shapes; the bearing template and the non-bearing template are divided according to the stress condition.
As disclosed in the chinese patent: assembly type is exempted from to tear open template with cast in situ concrete for building and building element that forms thereof, patent number: CN202020406495.9, the lining board is used in the comparison document to replace a plastering layer, so that the construction efficiency is improved, and the resource waste is avoided; and this exempt from to tear open template has kept good intensity and shock resistance through the use of fossil fragments and reinforcing bar, can effectively avoid the expand mould, leak phenomenons such as thick liquid and take place, but above-mentioned structure remains to improve its fixed mode at the in-process that the template used, and whether the person has the risk of empting, and when dealing with the expansion phenomenon of concrete, the unable template surface of effectively avoiding takes place deformation simultaneously, can cause the negative effect of certain degree to the fitment outward appearance and the quality in later stage like this.
Therefore, the cast-in-place concrete non-dismantling formwork for the building and the building component thereof are provided.
SUMMERY OF THE UTILITY MODEL
The utility model mainly solves the technical problems in the prior art and provides a cast-in-place concrete disassembly-free template for buildings and a building member thereof.
In order to achieve the purpose, the utility model adopts the following technical scheme that the cast-in-place concrete disassembly-free template for the building and the building component thereof comprise a shaping template, positioning holes which are equidistantly formed in the front side surface of the shaping template and reinforced connecting rods which are slidably connected with the inner walls of the positioning holes, positioning bolts are slidably connected with the inner walls of the positioning holes at the upper end and the lower end of the edges of the left side surface and the right side surface of the shaping template, clamping plates are fixedly connected with one sides, which are far away from each other, of the two positioning bolts, threaded holes are formed in one sides, which are close to each other, of the two clamping plates in a penetrating mode, threaded rods are rotatably connected with the inner walls of the threaded holes, and baffle plates are fixedly connected with the front side surfaces of the threaded rods.
Preferably, one side of each clamping plate close to each other is fixedly connected with a connecting belt, and one side of each clamping plate far away from each other is fixedly connected with an auxiliary supporting triangular block at the lower end of the front side face of the sizing template.
Preferably, two the side baffle has been laminated to one side left and right direction edge that the design template is close to each other, the side of the one side laminating connecting band of side of strengthening the connecting rod circumference side is kept away from to the side baffle.
Preferably, two circular mounting holes have been seted up to one side equidistance that the typical forms are close to each other, the circular baffle of inner wall fixedly connected with atress of circular mounting hole, two the cambered surface groove has been seted up to the one side that the circular baffle of atress kept away from each other.
Preferably, the rear side face of the baffle is attached to one side, away from each other, of the two clamping plates, and the front side face of the baffle is provided with a strip-shaped groove.
Preferably, the edge of one side, close to each other, of each of the two sizing templates is fixedly connected with a waterproof and corrosion-resistant adhesive tape, and the side, close to each other, of each of the two clamping plates is fixedly connected with a rubber gasket.
Advantageous effects
The utility model provides a cast-in-place concrete disassembly-free template for a building and a building member thereof. The method has the following beneficial effects:
(1) this for building cast in situ concrete exempts from to tear open template and building element thereof, through locating hole and location bolt and setting, the circumference side card at the in-process location bolt of concreting is at the inner wall of locating hole, and realize the control to the scope of pouring through the use of rotation threaded rod and baffle cooperation side shield, the risk of two adjacent design template dislocation has been reduced, at the in-process of pouring completion waiting concrete solidification sclerosis, the effect of supporting that the auxiliary stay triangle piece is stable to the design template can be under the unexpected effect of external force, avoid concrete wall and the whole emergence of device to empty, the security among the construction operation process has been improved.
(2) This for building cast in situ concrete exempt from to tear open template and building element thereof, through the setting in atress circular baffle and cambered surface groove, at the in-process that the concrete solidifies the inflation, can increase the clearance between the adjacent design template through the breakage of atress circular baffle, conveniently decompose the buffering with the effort of concrete to the design template with the deformation volume that reduces the design template, after the construction is accomplished like this when the surface of design template carries out application or other fitment projects, the negative effects who receives will weaken on the at utmost, in order to keep building surface's pleasing to the eye.
Drawings
In order to more clearly illustrate the embodiments of the present invention or the technical solutions in the prior art, the drawings used in the description of the embodiments or the prior art will be briefly described below. It should be apparent that the drawings in the following description are merely exemplary, and that other embodiments can be derived from the drawings provided by those of ordinary skill in the art without inventive effort.
The structures, ratios, sizes, and the like shown in the present specification are only used for matching with the contents disclosed in the specification, so as to be understood and read by those skilled in the art, and are not used to limit the conditions that the present invention can be implemented, so that the present invention has no technical significance, and any structural modifications, changes in the ratio relationship, or adjustments of the sizes, without affecting the effects and the achievable by the present invention, should still fall within the range that the technical contents disclosed in the present invention can cover.
FIG. 1 is a schematic view of the overall structure of the present invention;
FIG. 2 is a schematic diagram of the overall structure of the present invention, shown disassembled;
FIG. 3 is a schematic view of the back structure of the stressed circular baffle of the present invention.
Illustration of the drawings:
101. shaping the template; 102. positioning holes; 103. a reinforcing connecting rod; 104. positioning a bolt; 105. a splint; 106. a threaded hole; 107. a threaded rod; 108. a baffle plate; 109. a connecting belt; 110. auxiliary supporting triangular blocks; 111. a side dam; 112. a circular mounting hole; 113. a stressed circular baffle; 114. a cambered surface groove.
Detailed Description
The technical solutions in the embodiments of the present invention will be clearly and completely described below with reference to the drawings in the embodiments of the present invention, and it is obvious that the described embodiments are only a part of the embodiments of the present invention, and not all of the embodiments. All other embodiments, which can be derived by a person skilled in the art from the embodiments given herein without making any creative effort, shall fall within the protection scope of the present invention.
Example (b): as shown in figures 1-3, the cast-in-place concrete disassembly-free template for buildings and a building component thereof comprise a sizing template 101, positioning holes 102 formed in the front side face of the sizing template 101 at equal intervals and reinforced connecting rods 103 connected with the inner walls of the positioning holes 102 in a sliding manner, positioning bolts 104 are connected with the inner walls of the positioning holes 102 at the upper end and the lower end of the edges of the left side and the right side of the sizing template 101 in a sliding manner, one side of each positioning bolt 104, which is far away from each other, is fixedly connected with a clamping plate 105, one side of each clamping plate 105, which is close to each other, is penetrated with a threaded hole 106, the inner wall of the threaded hole 106 is rotatably connected with a threaded rod 107, and the front side face of the threaded rod 107 is fixedly connected with a baffle plate 108.
One side of the two clamping plates 105 close to each other is fixedly connected with a connecting band 109, one side of the lower end of the front side of the shaping template 101, which is far away from the two clamping plates 105, is fixedly connected with an auxiliary supporting triangular block 110, the side baffle 111 and the shaping template 101 are conveniently limited by the connecting band 109 and the auxiliary supporting triangular block 110, the left and right edges of one side, which is close to the two shaping templates 101, are jointed with a side baffle 111, one side, which is far away from the circumferential side of the reinforcing connecting rod 103, is jointed with the side of the connecting band 109, the height and the width of poured concrete are conveniently adjusted by the arrangement of the side baffle 111, a circular mounting hole 112 is equidistantly arranged on one side, which is close to the two shaping templates 101, a stressed circular baffle 113 is fixedly connected with the inner wall of the circular mounting hole 112, a cambered surface groove 114 is arranged on one side, which is far away from the two stressed circular baffle 113, and the cambered surface groove 114 is arranged, there is sufficient pressure release buffering space after the circular baffle 113 atress is broken, the one side that two splint 105 of trailing flank laminating of baffle 108 kept away from each other, the strip recess has been seted up to the leading flank of baffle 108, the strip recess seted up through the baffle 108 leading flank, it corresponds instrument rotary threaded rod 107 to facilitate the use, a side edge fixedly connected with waterproof corrosion-resistant adhesive tape that two design template 101 are close to each other, one side fixedly connected with rubber gasket that two splint 105 are close to each other, be close to a side edge fixed connection's waterproof corrosion-resistant adhesive tape each other through two design template 101, the mesh that the liquid overflow that has the basicity in-process of preventing to pour concrete caused the pollution has been played.
The working principle of the utility model is as follows: vertically placing two shaping templates 101 at positions where concrete needs to be poured, penetrating the inner walls of positioning holes 102 formed in the surfaces of the two shaping templates 101 by using reinforcing connecting rods 103 with corresponding lengths after adjusting the distance between the two shaping templates 101, then placing two side baffles 111 at the positions of the edges of the left side and the right side between the two shaping templates 101, then inserting positioning bolts 104 into the inner walls of the positioning holes 102 at the upper end and the lower end of the edges of the shaping templates 101, penetrating the inner walls of threaded holes 106 by using threaded rods 107 and rotating by a proper number of turns to clamp and fix the side baffles 111, ensuring that a clamping plate 105 with an auxiliary supporting triangular block 110 structure is positioned at the lower end of the front side surface of the shaping templates 101 in the process so as to ensure that the auxiliary supporting triangular block 110 can play a role in supporting and preventing the device from falling integrally, and finally pouring uniformly stirred concrete into a gap between the two shaping templates 101, after the concrete is solidified, the auxiliary fixing structure can be taken down by reversely rotating the threaded rod 107 and the baffle 108, the residual structure and the concrete can form a whole, the volume can be changed in the process of concrete solidification, the circular mounting hole 112, the stressed circular baffle 113 and the cambered groove 114 are arranged, the stressed circular baffle 113 can be broken by the concrete in the process of concrete expansion, the stressed circular baffle 113 enters the gap between the bottom surface of the inner wall of the circular mounting hole 112 and the cambered groove 114 to decompose the force, the process is carried out between the two shaping templates 101, no abnormality can be caused in appearance, the attractiveness of the building appearance is kept, meanwhile, the shaping templates 101 cannot deform to a large extent, and the later-stage coating or other decoration projects can be conveniently carried out.
The foregoing shows and describes the general principles and broad features of the present invention and advantages thereof. It will be understood by those skilled in the art that the present invention is not limited to the embodiments described above, which are described in the specification and illustrated only to illustrate the principle of the present invention, but that various changes and modifications may be made therein without departing from the spirit and scope of the present invention, which fall within the scope of the utility model as claimed. The scope of the utility model is defined by the appended claims and equivalents thereof.
Claims (6)
1. Cast in situ concrete exempts from to tear open template for building and building element thereof, including locating hole (102) and locating hole (102) inner wall sliding connection's intensive connecting rod (103) that design template (101), design template (101) leading flank equidistance was seted up, its characterized in that: the inner wall sliding connection of both ends locating hole (102) about design template (101) left and right sides edge has location bolt (104), two one side fixedly connected with splint (105) that location bolt (104) kept away from each other, two one side that splint (105) are close to each other runs through set up threaded hole (106), the inner wall of threaded hole (106) rotates and is connected with threaded rod (107), leading flank fixedly connected with baffle (108) of threaded rod (107).
2. The cast-in-place concrete disassembly-free template for construction and the construction member thereof according to claim 1, wherein: two one side fixedly connected with connecting band (109) that splint (105) are close to each other, design template (101) leading flank lower extreme two one side fixedly connected with auxiliary stay triangle (110) that splint (105) kept away from each other.
3. The cast-in-place concrete disassembly-free template for construction and the construction member thereof according to claim 1, wherein: two the laminating of one side left and right direction edge that design template (101) are close to each other has side shield (111), the side of strengthening connecting rod (103) circumference side's one side laminating connecting band (109) is kept away from in side shield (111).
4. The cast-in-place concrete disassembly-free template for construction and the construction member thereof according to claim 1, wherein: two circular mounting hole (112) have been seted up to one side equidistance that design template (101) are close to each other, the inner wall fixedly connected with atress circular baffle (113) of circular mounting hole (112), two cambered surface groove (114) have been seted up to one side that atress circular baffle (113) kept away from each other.
5. The cast-in-place concrete disassembly-free template for construction and the construction member thereof according to claim 1, wherein: the rear side face of the baffle (108) is attached to one side, away from each other, of the two clamping plates (105), and a strip-shaped groove is formed in the front side face of the baffle (108).
6. The cast-in-place concrete disassembly-free template for construction and the construction member thereof according to claim 1, wherein: two the waterproof and corrosion-resistant adhesive tape of one side edge that stereotypes template (101) are close to each other, two one side fixedly connected with rubber gasket that splint (105) are close to each other.
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202122338650.5U CN215716321U (en) | 2021-09-26 | 2021-09-26 | Cast-in-place concrete disassembly-free template for building and building member thereof |
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| CN202122338650.5U CN215716321U (en) | 2021-09-26 | 2021-09-26 | Cast-in-place concrete disassembly-free template for building and building member thereof |
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| CN215716321U true CN215716321U (en) | 2022-02-01 |
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Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN115419260A (en) * | 2022-09-29 | 2022-12-02 | 中建八局第一建设有限公司 | Permanent prefabricated combined template system and construction method |
| CN117868356A (en) * | 2024-03-13 | 2024-04-12 | 山西安晟科技发展有限公司 | Green low-carbon disassembly-free foam ceramic template |
-
2021
- 2021-09-26 CN CN202122338650.5U patent/CN215716321U/en active Active
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN115419260A (en) * | 2022-09-29 | 2022-12-02 | 中建八局第一建设有限公司 | Permanent prefabricated combined template system and construction method |
| CN115419260B (en) * | 2022-09-29 | 2023-08-11 | 中建八局第一建设有限公司 | Permanent prefabricated combined template system and construction method |
| CN117868356A (en) * | 2024-03-13 | 2024-04-12 | 山西安晟科技发展有限公司 | Green low-carbon disassembly-free foam ceramic template |
| CN117868356B (en) * | 2024-03-13 | 2024-05-14 | 山西安晟科技发展有限公司 | Green low-carbon disassembly-free foam ceramic template |
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