CN220336451U - Template for beam column node mold sealing and beam column node - Google Patents
Template for beam column node mold sealing and beam column node Download PDFInfo
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- CN220336451U CN220336451U CN202320811857.6U CN202320811857U CN220336451U CN 220336451 U CN220336451 U CN 220336451U CN 202320811857 U CN202320811857 U CN 202320811857U CN 220336451 U CN220336451 U CN 220336451U
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- 238000007789 sealing Methods 0.000 title claims abstract description 15
- 239000004567 concrete Substances 0.000 claims abstract description 30
- 239000011178 precast concrete Substances 0.000 claims description 120
- 238000009415 formwork Methods 0.000 claims description 32
- 229910000838 Al alloy Inorganic materials 0.000 claims description 6
- 229910000831 Steel Inorganic materials 0.000 claims description 6
- 229920003023 plastic Polymers 0.000 claims description 6
- 239000004033 plastic Substances 0.000 claims description 6
- 239000010959 steel Substances 0.000 claims description 6
- 230000000284 resting effect Effects 0.000 claims 1
- 239000002002 slurry Substances 0.000 abstract description 8
- 238000009434 installation Methods 0.000 description 5
- 238000010276 construction Methods 0.000 description 2
- 238000012986 modification Methods 0.000 description 2
- 230000004048 modification Effects 0.000 description 2
- 238000007792 addition Methods 0.000 description 1
- 238000005266 casting Methods 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 238000000465 moulding Methods 0.000 description 1
- 230000002787 reinforcement Effects 0.000 description 1
- 238000005728 strengthening Methods 0.000 description 1
- 238000006467 substitution reaction Methods 0.000 description 1
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Abstract
The utility model provides a template for beam column node sealing and a beam column node, which solve the technical problems that slurry is easy to leak at a template joint in the prior art when concrete is poured. The template for beam column node sealing comprises a template body, wherein the template body comprises a first straight template, a first corner template, a second straight template, a second corner template and a third straight template which are sequentially connected; the first corner template and the second corner template are L-shaped, two L-shaped edges of the first corner template are respectively attached to one end of the first straight template and one end of the second straight template, and two L-shaped edges of the second corner template are respectively attached to the other end of the second straight template and one end of the third straight template. The advantages are that: the L-shaped arrangement of the first corner template and the second corner template fills up the seam, so that the seam between the straight templates is tight, and slurry leakage is not easy to occur during concrete pouring.
Description
Technical Field
The utility model belongs to the technical field of constructional engineering, and particularly relates to a template for beam column node sealing and a beam column node.
Background
The beam-column joint of the frame structure refers to the intersection of a beam and a column. In the prefabricated concrete frame structure, whether the template is erected at the beam column node is correct or not directly influences the molding quality after concrete pouring.
In construction practice, a method of temporarily and bulk loading on site is often adopted, the scattered wooden templates are utilized for assembly, reinforcement is only carried out by strengthening and fixing the wooden side in the vertical direction of the frame column, so that the templates at the positions are easy to deform and misplace, the joint is not tight and other common problems are caused, slurry is easy to leak at the joint of the templates during concrete pouring, and the concrete construction quality is seriously affected.
Disclosure of Invention
The utility model aims to solve the problems and provides the template for sealing the beam column node, which has reasonable design and simple structure and is not easy to leak slurry at the joint of the template.
The utility model further aims to solve the problems, and provides a beam column node which is reasonable in design, simple in structure and not easy to leak slurry at a template joint.
The template for beam column node sealing comprises a template body, wherein the template body comprises a first straight template, a first corner template, a second straight template, a second corner template and a third straight template, one end of the first straight template is connected with one end of the second straight template through the first corner template, the other end of the second straight template is connected with one end of the third straight template through the second corner template, the first straight template and the second straight template are mutually perpendicular, the first straight template and the third straight template are mutually parallel, and the second straight template and the third straight template are mutually perpendicular; the first corner template and the second corner template are L-shaped, two L-shaped edges of the first corner template are respectively attached to one end of the first straight template and one end of the second straight template, and two L-shaped edges of the second corner template are respectively attached to the other end of the second straight template and one end of the third straight template. The first straight strip template and the second straight strip template are connected through the first corner template, the second straight strip template and the third straight strip template are connected through the second corner template, and the L-shaped arrangement of the first corner template and the second corner template fills up the seam, so that the seam between the first straight strip template and the second straight strip template and between the second straight strip template and the third straight strip template is tight, and slurry leakage is not easy to occur during concrete pouring.
Preferably, the first corner template and the second corner template have the same structure, and each of the first corner template and the second corner template comprises an L-shaped plate and two triangular plates, and the two triangular plates are respectively arranged at two ends of the L-shaped plate.
Preferably, at least one first screw hole along the length direction array is respectively arranged on two sides of the L shape of the L-shaped plate, second screw holes mutually corresponding to the first screw holes are respectively arranged on the first straight strip template, the second straight strip template and the third straight strip template, and the first bolts are sequentially connected with the first screw holes and the second screw holes in a threaded mode. The first straight bar template, the first corner template, the second straight bar template, the second corner template and the third straight bar template are connected through bolts, so that the installation and the disassembly are convenient.
Preferably, the first straight bar template, the second straight bar template and the third straight bar template have the same structure and are hollow rectangular bodies with one side open.
Preferably, the first straight bar template, the first corner template, the second straight bar template, the second corner template and the third straight bar template are all made of aluminum alloy or steel products or plastics. The template body is made of aluminum alloy or steel products or plastics, and the template body and the concrete are not easy to adhere, so that the template body is convenient to detach.
The beam column node using the template for beam column node sealing comprises four template bodies, wherein two template bodies are respectively arranged on two sides of a first precast concrete beam, the other two template bodies are respectively arranged on two sides of a second precast concrete beam, the first precast concrete beam and the second precast concrete beam are arranged in a collinear way, the first precast concrete beam is respectively arranged perpendicular to a third precast concrete beam and a fourth precast concrete beam, the third precast concrete beam and the fourth precast concrete beam are arranged in a collinear way, and the first precast concrete beam, the second precast concrete beam, the third precast concrete beam and the fourth precast concrete beam are all laid on a concrete bracket; the first precast concrete beam, the second precast concrete beam, the third precast concrete beam, the fourth precast concrete beam, the concrete bracket and the four template bodies enclose a rectangular space, and pouring concrete is arranged in the rectangular space.
Preferably, the heights of the template body, the first precast concrete beam, the second precast concrete beam, the third precast concrete beam and the fourth precast concrete beam are the same, the top end of the template body is flush with the top end of the first precast concrete beam, and the bottom end of the template body is flush with the bottom end of the first precast concrete beam.
Preferably, the lower side of the concrete bracket is provided with a lower precast concrete column; the upper side of the template body, the first precast concrete beam, the second precast concrete beam, the third precast concrete beam and the fourth precast concrete beam is provided with an upper precast concrete column.
Preferably, a third screw hole is formed in the first straight-bar template, fourth screw holes corresponding to the third screw holes are formed in the first precast concrete beam and the second precast concrete beam respectively, and the second bolts are sequentially connected with the third screw holes and the fourth screw holes in a threaded mode. The template body is connected with the first precast concrete beam and the second precast concrete beam through bolts, so that the installation and the disassembly are convenient.
Preferably, the bottoms of the third precast concrete beam and the fourth precast concrete beam are respectively provided with a vertical tuck.
Compared with the prior art, the template for beam column node mold sealing and the beam column node have the advantages that:
1. the first straight strip template and the second straight strip template are connected through the first corner template, the second straight strip template and the third straight strip template are connected through the second corner template, and the L-shaped arrangement of the first corner template and the second corner template fills up the splice, so that the splice between the first straight strip template and the second straight strip template and between the second straight strip template and the third straight strip template is tight, and slurry leakage is not easy to occur during concrete pouring;
2. the first straight bar template, the first corner template, the second straight bar template, the second corner template and the third straight bar template are all connected through bolts, so that the installation and the disassembly are convenient;
3. the template body is made of aluminum alloy or steel products or plastics, and the template body and the concrete are not easy to adhere, so that the template body is convenient to detach;
4. the template body is connected with the first precast concrete beam and the second precast concrete beam through bolts, so that the installation and the disassembly are convenient.
Drawings
Fig. 1 provides a schematic structural view of the template body of the present utility model.
Fig. 2 provides a structural side view of the first corner template of the present utility model.
Fig. 3 provides a structural top view of the first corner template of the present utility model.
Fig. 4 provides a front view of the structure of the first straight template of the present utility model.
Fig. 5 provides a structural side view of the first straight form of the present utility model.
Fig. 6 provides a structural top view of the beam-column joint of the present utility model.
Fig. 7 provides a front view of the structure of the beam-column joint of the present utility model.
In the drawing, a formwork body 1, a first straight formwork 11, a first corner formwork 12, a second straight formwork 13, a second corner formwork 14, a third straight formwork 15, an L-shaped plate 21, a triangular plate 22, a first screw hole 31, a second screw hole 32, a first bolt 33, a first precast concrete beam 41, a second precast concrete beam 42, a third precast concrete beam 43, a fourth precast concrete beam 44, cast concrete 45, concrete brackets 46, a lower precast concrete column 5, an upper precast concrete column 6, a third screw hole 71, and a second bolt 72.
Description of the embodiments
In order to make the technical problems, technical solutions and advantageous effects solved by the present utility model more apparent, the present utility model is further described below with reference to the accompanying drawings and specific embodiments, but the present utility model is not limited to the described embodiments, but includes all modifications, variations and equivalents falling within the scope of the appended claims.
As shown in fig. 1-3, a template for beam column node sealing comprises a template body 1, wherein the template body 1 comprises a first straight template 11, a first corner template 12, a second straight template 13, a second corner template 14 and a third straight template 15, one end of the first straight template 11 is connected with one end of the second straight template 13 through the first corner template 12, the other end of the second straight template 13 is connected with one end of the third straight template 15 through the second corner template 14, the first straight template 11 and the second straight template 13 are mutually perpendicular, the first straight template 11 and the third straight template 15 are mutually parallel, and the second straight template 13 and the third straight template 15 are mutually perpendicular; the first corner template 12 and the second corner template 14 are L-shaped, two L-shaped edges of the first corner template 12 are respectively attached to one end of the first straight template 11 and one end of the second straight template 13, and two L-shaped edges of the second corner template 14 are respectively attached to the other end of the second straight template 13 and one end of the third straight template 15; the first corner template 12 and the second corner template 14 have the same structure, and the first corner template 12 and the second corner template 14 each comprise an L-shaped plate 21 and two triangular plates 22, and the two triangular plates 22 are respectively arranged at two ends of the L-shaped plate 21. The first straight bar template 11 and the second straight bar template 13 are connected through the first corner template 12, the second straight bar template 13 and the third straight bar template 15 are connected through the second corner template 14, and the L-shaped arrangement of the first corner template 12 and the second corner template 14 fills up the splice joint, so that the splice joint between the first straight bar template 11 and the second straight bar template 13 and the splice joint between the second straight bar template 13 and the third straight bar template 15 are tight, and slurry leakage is not easy to occur during concrete pouring.
At least one first screw hole 31 arrayed along the length direction is respectively arranged on two sides of the L shape of the L-shaped plate 21, second screw holes 32 mutually corresponding to the first screw holes 31 are respectively arranged on the first straight-bar template 11, the second straight-bar template 13 and the third straight-bar template 15, and the first bolts 33 are sequentially connected with the first screw holes 31 and the second screw holes 32 in a threaded mode. The first straight bar template 11, the first corner template 12, the second straight bar template 13, the second corner template 14 and the third straight bar template 15 are connected through bolts, so that the installation and the disassembly are convenient.
The first straight bar template 11, the first corner template 12, the second straight bar template 13, the second corner template 14 and the third straight bar template 15 are all made of aluminum alloy or steel products or plastics. The template body 1 is made of aluminum alloy or steel products or plastics, and the template body 1 and the concrete are not easy to adhere, so that the template body is convenient to detach.
As shown in fig. 4 to 5, the first straight bar form 11, the second straight bar form 13 and the third straight bar form 15 have the same structure and are hollow rectangular bodies with one side open.
As shown in fig. 6 to 7, a beam column node comprises four formwork bodies 1, wherein two formwork bodies 1 are respectively arranged on two sides of a first precast concrete beam 41, the other two formwork bodies 1 are respectively arranged on two sides of a second precast concrete beam 42, the first precast concrete beam 41 and the second precast concrete beam 42 are arranged in a collinear manner, the first precast concrete beam 41 is respectively arranged in a mutually perpendicular manner with a third precast concrete beam 43 and a fourth precast concrete beam 44, the third precast concrete beam 43 and the fourth precast concrete beam 44 are arranged in a collinear manner, and the first precast concrete beam 41, the second precast concrete beam 42, the third precast concrete beam 43 and the fourth precast concrete beam 44 are all laid on a concrete bracket 46; the first precast concrete beam 41, the second precast concrete beam 42, the third precast concrete beam 43, the fourth precast concrete beam 44, the concrete corbels 46 and the four formwork bodies 1 enclose a rectangular space, and casting concrete 45 is arranged in the rectangular space.
The heights of the template body 1, the first precast concrete beam 41, the second precast concrete beam 42, the third precast concrete beam 43 and the fourth precast concrete beam 44 are the same, the top end of the template body 1 is flush with the top end of the first precast concrete beam 41, and the bottom end of the template body 1 is flush with the bottom end of the first precast concrete beam 41.
The lower side of the concrete bracket 46 is provided with a lower precast concrete column 5; the upper side of the formwork body 1, the first precast concrete beam 41, the second precast concrete beam 42, the third precast concrete beam 43 and the fourth precast concrete beam 44 is provided with an upper precast concrete column 6.
The first straight-bar template 11 is provided with a third screw hole 71, the first precast concrete beam 41 and the second precast concrete beam 42 are respectively provided with a fourth screw hole corresponding to the third screw hole 71, and the second bolt 72 is sequentially connected with the third screw hole 71 and the fourth screw hole in a threaded manner. The formwork body 1 is connected with the first precast concrete beam 41 and the second precast concrete beam 42 through bolts, so that the formwork body is convenient to install and detach.
The bottoms of the third precast concrete beam 43 and the fourth precast concrete beam 44 are respectively provided with a vertical tuck.
The working principle of the utility model is as follows:
the first step: the first straight templates 11, the first corner templates 12, the second straight templates 13, the second corner templates 14 and the third straight templates 15 are assembled together one by using the first bolts 33 through the first screw holes 31 and the second screw holes 32, respectively, to form the template body 1.
And a second step of: two of the formwork bodies 1 are connected to both sides of the first precast concrete beam 41 by passing second bolts 72 through the third screw holes 71 and the fourth screw holes, and the other two formwork bodies 1 are connected to both sides of the second precast concrete beam 42;
and a third step of: the first, second, third and fourth precast concrete beams 41, 42, 43 and 44 are sequentially hoisted.
Fourth step: concrete 45 is poured at the rectangular space.
Fifth step: after the strength of the poured concrete reaches the required strength, the template body 1 can be removed and reused.
The specific embodiments described herein are offered by way of example only to illustrate the spirit of the utility model. Those skilled in the art may make various modifications or additions to the described embodiments or substitutions thereof without departing from the spirit of the utility model or exceeding the scope of the utility model as defined in the accompanying claims.
Although terms of the formwork body 1, the first straight formwork 11, the first corner formwork 12, the second straight formwork 13, the second corner formwork 14, the third straight formwork 15, the L-shaped formwork 21, the triangular plate 22, the first screw holes 31, the second screw holes 32, the first bolts 33, the first precast concrete beam 41, the second precast concrete beam 42, the third precast concrete beam 43, the fourth precast concrete beam 44, the cast concrete 45, the concrete brackets 46, the lower precast concrete column 5, the upper precast concrete column 6, the third screw holes 71, the second bolts 72, etc. are used more herein, the possibility of using other terms is not excluded. These terms are used merely for convenience in describing and explaining the nature of the utility model; they are to be interpreted as any additional limitation that is not inconsistent with the spirit of the present utility model.
Claims (10)
1. The template for beam column node sealing comprises a template body, and is characterized in that the template body comprises a first straight template, a first corner template, a second straight template, a second corner template and a third straight template, one end of the first straight template is connected with one end of the second straight template through the first corner template, the other end of the second straight template is connected with one end of the third straight template through the second corner template, the first straight template and the second straight template are mutually perpendicular, the first straight template and the third straight template are mutually parallel, and the second straight template and the third straight template are mutually perpendicular; the first corner template and the second corner template are L-shaped, two L-shaped edges of the first corner template are respectively attached to one end of the first straight template and one end of the second straight template, and two L-shaped edges of the second corner template are respectively attached to the other end of the second straight template and one end of the third straight template.
2. The formwork for beam column node sealing of claim 1, wherein the first corner formwork and the second corner formwork are identical in structure, each of the first corner formwork and the second corner formwork comprises an L-shaped plate and two triangular plates, and the two triangular plates are respectively arranged at two ends of the L-shaped plate.
3. The template for beam column node mold sealing according to claim 2, wherein at least one first screw hole is formed in two edges of the L shape of the L-shaped template along the length direction, second screw holes corresponding to the first screw holes are formed in the first straight template, the second straight template and the third straight template respectively, and the first bolts are sequentially connected with the first screw holes and the second screw holes in a threaded mode.
4. The form for beam column node sealing according to claim 2, wherein the first straight form, the second straight form and the third straight form are identical in structure and each have a hollow rectangular body with one side opened.
5. The form for beam column node sealing according to claim 2, wherein the first straight form, the first corner form, the second straight form, the second corner form, and the third straight form are all made of aluminum alloy or steel or plastic.
6. A beam-column node of a formwork for beam-column node closure according to any one of claims 1 to 5, comprising four formwork bodies, two of which are disposed on both sides of a first precast concrete beam, respectively, and the other two of which are disposed on both sides of a second precast concrete beam, respectively, the first precast concrete beam being disposed in line with the second precast concrete beam, the first precast concrete beam being disposed perpendicular to a third precast concrete beam and a fourth precast concrete beam, respectively, the third precast concrete beam and the fourth precast concrete beam being disposed in line, the first precast concrete beam, the second precast concrete beam, the third precast concrete beam, and the fourth precast concrete beam each resting on a concrete bracket; the first precast concrete beam, the second precast concrete beam, the third precast concrete beam, the fourth precast concrete beam, the concrete bracket and the four template bodies enclose a rectangular space, and pouring concrete is arranged in the rectangular space.
7. The beam-column joint according to claim 6, wherein the heights of the formwork body, the first precast concrete beam, the second precast concrete beam, the third precast concrete beam and the fourth precast concrete beam are the same, the top end of the formwork body is flush with the top end of the first precast concrete beam, and the bottom end of the formwork body is flush with the bottom end of the first precast concrete beam.
8. A beam-column joint according to claim 6, wherein the underside of the concrete bracket is provided with a lower precast concrete column; the upper side of the template body, the first precast concrete beam, the second precast concrete beam, the third precast concrete beam and the fourth precast concrete beam is provided with an upper precast concrete column.
9. The beam column joint according to claim 6, wherein the first straight template is provided with a third screw hole, the first precast concrete beam and the second precast concrete beam are respectively provided with a fourth screw hole corresponding to the third screw hole, and the second bolt is sequentially connected with the third screw hole and the fourth screw hole in a threaded manner.
10. The beam-column joint according to claim 6, wherein the bottoms of the third precast concrete beam and the fourth precast concrete beam are respectively provided with vertical tucks.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202320811857.6U CN220336451U (en) | 2023-04-12 | 2023-04-12 | Template for beam column node mold sealing and beam column node |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202320811857.6U CN220336451U (en) | 2023-04-12 | 2023-04-12 | Template for beam column node mold sealing and beam column node |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN220336451U true CN220336451U (en) | 2024-01-12 |
Family
ID=89455557
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202320811857.6U Active CN220336451U (en) | 2023-04-12 | 2023-04-12 | Template for beam column node mold sealing and beam column node |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN220336451U (en) |
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2023
- 2023-04-12 CN CN202320811857.6U patent/CN220336451U/en active Active
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