CN112459465A - Formwork combination and formwork combination construction method - Google Patents
Formwork combination and formwork combination construction method Download PDFInfo
- Publication number
- CN112459465A CN112459465A CN202011346591.XA CN202011346591A CN112459465A CN 112459465 A CN112459465 A CN 112459465A CN 202011346591 A CN202011346591 A CN 202011346591A CN 112459465 A CN112459465 A CN 112459465A
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- corner
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- forming plate
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G11/00—Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs
- E04G11/06—Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs for walls, e.g. curved end panels for wall shutterings; filler elements for wall shutterings; shutterings for vertical ducts
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G17/00—Connecting or other auxiliary members for forms, falsework structures, or shutterings
- E04G17/001—Corner fastening or connecting means for forming or stiffening elements
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G17/00—Connecting or other auxiliary members for forms, falsework structures, or shutterings
- E04G17/04—Connecting or fastening means for metallic forming or stiffening elements, e.g. for connecting metallic elements to non-metallic elements
- E04G17/047—Connecting or fastening means for metallic forming or stiffening elements, e.g. for connecting metallic elements to non-metallic elements simultaneously tying two facing forms
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- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Mechanical Engineering (AREA)
- Civil Engineering (AREA)
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- Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
Abstract
A formwork assembly comprises a corner formwork, at least one first inner wall formwork, at least one second inner wall formwork and a plurality of adjustable support rods. The corner template comprises a first corner forming plate and a second corner forming plate connected to one side of the first corner forming plate, the first inner wall template is connected to one side, away from the second corner forming plate, of the first corner forming plate, and the second inner wall template is connected to one side, away from the first corner forming plate, of the second corner forming plate. Two ends of the adjustable stay bar are respectively connected to the first inner wall template and the second inner wall template. The adjustable support rods are arranged between the first inner wall formwork and the second inner wall formwork in the formwork combination, so that the overall stability of the formwork combination is enhanced. In addition, the invention also provides a construction method of the template combination.
Description
Technical Field
The invention relates to a template combination and a template combination construction method.
Background
Before the wall column is cast, a corner C groove and an inner wall template need to be assembled on the inner side of the wall, the inner wall template is connected to the two sides of the corner C groove, the squareness of the position of the internal corner of the cast wall column can be guaranteed by the rigidity of the corner C groove under the general condition, but the corner C groove can be deformed or the rigidity is weakened along with the increase of construction times, so that the squareness of the position of the internal corner cannot be guaranteed.
Disclosure of Invention
The invention aims to provide a template combination which can improve the stability of the position of an internal corner.
In addition, the invention also provides a construction method of the template combination.
A construction method of a formwork combination comprises the following steps:
providing a corner template, wherein the corner template comprises a first corner forming plate and a second corner forming plate connected to one side of the first corner forming plate.
And arranging a first control line and a second control line, wherein the first control line is parallel to the first corner forming plate, the second control line is parallel to the second corner forming plate, the first control line and the first corner forming plate are separated by a first distance, and the second control line and the second corner forming plate are separated by a second distance.
Providing at least one first inner wall formwork and at least one second inner wall formwork, connecting the first inner wall formwork to the side of the first angle forming plate away from the second angle forming plate, and connecting the second inner wall formwork to the side of the second angle forming plate away from the first angle forming plate.
And providing a plurality of adjustable support rods, wherein the length of each adjustable support rod is adjustable, and two ends of each adjustable support rod are respectively connected to the first inner wall formwork and the second inner wall formwork.
Providing a laser level meter, the laser level meter is used for emitting a laser beam, the laser beam coincides with the first control line, measures the third distance between the first interior wallboard and the laser beam, or the laser beam coincides with the second control line, measures the fourth distance between the second interior wallboard and the laser beam, and adjusts the length of the adjustable stay bar, so that the difference between the first distance and the third distance is less than 2 millimeters, or the difference between the second distance and the fourth distance is less than 2 millimeters.
Further, "measuring the third distance or the fourth distance" comprises the steps of:
providing a steel ruler, wherein the steel ruler is provided with a scale label.
When measuring the third distance, will the one end of steel rule support by in the inboard of wallboard in first, the scale label that laser corresponds is the third distance.
And when the fourth distance is measured, one end of the steel ruler is abutted against the inner side of the second inner wallboard, and the scale label corresponding to the laser beam is the fourth distance.
Further, adjustable vaulting pole includes a threaded sleeve, a first screw rod, a second screw rod, threaded sleeve's one end movably overlaps and locates first screw rod, threaded sleeve's the other end movably overlaps and locates the second screw rod, step "adjust the length of adjustable vaulting pole" includes: and fixing the threaded sleeve and rotating the first screw rod or the second screw rod in one direction to enable the first screw rod or the second screw rod to extend into the threaded sleeve, wherein the length of the adjustable stay bar is shortened, or fixing the threaded sleeve and rotating the first screw rod or the second screw rod in the other direction to enable the first screw rod or the second screw rod to push out of the threaded sleeve, and the adjustable stay bar is lengthened.
Furthermore, the first inner wall template comprises a first template main body, a plurality of first transverse ribs and a plurality of first longitudinal ribs, the first transverse ribs and the first longitudinal ribs are arranged on one side of the first template main body in a staggered mode, and one end, far away from the second screw, of the first screw is abutted to the first transverse ribs and/or the first longitudinal ribs.
The second inner wall template comprises a second template main body, a plurality of second transverse ribs and a plurality of second longitudinal ribs, the second transverse ribs and the second longitudinal ribs are arranged on one side of the second template main body in a staggered mode, and one end, far away from the first screw rod, of the second screw rod abuts against the second transverse ribs and/or the second longitudinal ribs.
Further, the first angle forming plate and the second angle forming plate form an included angle with each other, and the included angle is 0-180 degrees.
Further, the corner formwork includes a plurality of connected corner C-grooves, each corner C-groove includes a third corner forming plate, a fourth corner forming plate and two end sealing plates, the third corner forming plate is connected to one side of the fourth corner forming plate, the end sealing plates are connected to opposite ends of the third corner forming plate and the fourth corner forming plate, two adjacent corner C-grooves are connected through the end sealing plates, the third corner forming plates are connected to form the first corner forming plate, and the fourth corner forming plates are connected to form the second corner forming plate.
Further, the corner C-shaped groove further comprises a first mounting plate and a second mounting plate, the first mounting plate is arranged on one side of the third angle forming plate facing the fourth angle forming plate, the second mounting plate is arranged on one side of the fourth angle forming plate facing the third angle forming plate, the first mounting plate is used for connecting the first inner wall formwork, and the second mounting plate is used for connecting the second inner wall formwork.
Further, the corner C-channel further includes a plurality of reinforcing plates, the reinforcing plates are connected to the first mounting plate, the third angle forming plate, the fourth angle forming plate, and the second mounting plate, and the reinforcing plates are used for reinforcing the structural strength of the corner C-channel.
Furthermore, the adjustable support rods are arranged between the first inner wall formwork and the second inner wall formwork at intervals, and the distance between every two adjacent adjustable support rods is not more than 1000 mm.
A formwork combination obtained by the construction method comprises a corner formwork, at least one first inner wall formwork, at least one second inner wall formwork and a plurality of adjustable support rods.
The corner template comprises a first corner forming plate and a second corner forming plate connected to one side of the first corner forming plate, the first inner wall template is connected to one side, away from the second corner forming plate, of the first corner forming plate, and the second inner wall template is connected to one side, away from the first corner forming plate, of the second corner forming plate. Two ends of the adjustable stay bar are respectively connected to the first inner wall template and the second inner wall template.
The construction method of the template combination provided by the invention has the following advantages: firstly, an adjustable stay bar is arranged between the first inner wall template and the second inner wall template, so that the overall stability of the template combination is enhanced; and (II) laser beams mark the distance between the first control line and the first inner wall template and the distance between the second control line and the second inner wall template, so that the installation precision is favorably ensured, and the squareness of template combination is improved.
Drawings
Fig. 1 is a schematic view of a corner C-groove according to an embodiment of the present invention.
Fig. 2 is a schematic diagram of a construction process of the formwork assembly according to the embodiment of the present invention.
FIG. 3 is a schematic diagram of measuring a third distance and a fourth distance during the construction process shown in FIG. 2.
Fig. 4 is a schematic view of an adjustable brace according to an embodiment of the present invention.
Description of the main elements
First corner forming plate 11
Second angled panel 12
Corner C groove 13
Third corner forming plate 131
Fourth corner forming plate 132
First interior wall form 20
First transverse rib 22
First longitudinal rib 23
Second inner wall form 30
Second transverse bar 32
Second longitudinal rib 33
Threaded bushing 41
Included angle theta
First control line L
Second control line M
First distance D1
Second distance D2
Third distance D3
Fourth distance D4
Distances d3, d4
Laser beam I
First measuring point P
Second measurement point Q
The following detailed description of the invention will be further described in conjunction with the above description of the drawings.
Detailed Description
The technical scheme of the invention is clearly and completely described in the following by combining the drawings of the specific embodiment. It is to be understood that the described embodiments are merely exemplary of the invention, and not restrictive of the full scope of the invention. All other embodiments, which can be obtained by a person skilled in the art without any inventive step based on the embodiments of the present invention, are within the scope of the present invention. Unless defined otherwise, all technical and scientific terms used herein have the same meaning as commonly understood by one of ordinary skill in the art to which this invention belongs. The terminology used in the description of the invention herein is for the purpose of describing particular embodiments only and is not intended to be limiting of the invention.
Referring to fig. 1 to 4, an embodiment of the present invention provides a construction method of a formwork assembly 100, including:
s1 referring to fig. 1 and 2, a corner template 10 is provided, the corner template 10 includes a first corner forming plate 11 and a second corner forming plate 12 connected to one side of the first corner forming plate 11.
In this embodiment, in step S1, the first angled plate 11 and the second angled plate 12 form an included angle θ, where the included angle θ is 0 ° to 180 °, and preferably, the included angle θ is 90 °.
In this embodiment, in step S1, the corner formwork 10 includes a plurality of connected corner C-grooves 13, each corner C-groove 13 includes a third corner plate 131, a fourth corner plate 132 and two end sealing plates 133, the third corner plate 131 is connected to one side of the fourth corner plate 132, the end sealing plates 133 are connected to opposite ends of the third corner plate 131 and the fourth corner plate 132, two adjacent corner C-grooves 13 are connected by the end sealing plates 133, a plurality of the third corner plates 131 are connected to form the first corner plates 11, and a plurality of the fourth corner plates 132 are connected to form the second corner plates 12.
In this embodiment, in step S1, the corner C-groove 13 further includes a first mounting plate 134 and a second mounting plate 135, the first mounting plate 134 is disposed on the side of the third corner plate 131 facing the fourth corner plate 132, and the second mounting plate 135 is disposed on the side of the fourth corner plate 132 facing the third corner plate 131.
In this embodiment, in step S1, the corner C-channel 13 further includes a plurality of reinforcing plates 136, the reinforcing plates 136 are connected to the first mounting plate 134, the third corner plate 131, the fourth corner plate 132, and the second mounting plate 135, and the reinforcing plates 136 reinforce the structural strength of the corner C-channel 13.
S2, please refer to FIG. 2, a first control line L and a second control line M are provided, the first control line L is parallel to the first corner forming plate 11, the second control line M is parallel to the second corner forming plate 12, a first distance D1 is formed between the first control line L and the first corner forming plate 11, and a second distance D2 is formed between the second control line M and the second corner forming plate 12.
S3, providing at least one first inner wall form 20 and at least one second inner wall form 30, connecting the first inner wall form 20 to the side of the first angled panel 11 facing away from the second angled panel 12, and connecting the second inner wall form 30 to the side of the second angled panel 12 facing away from the first angled panel 11.
In this embodiment, in step S3, the first interior wall form 20 includes a first form body 21, a plurality of first transverse ribs 22 and a plurality of first longitudinal ribs 23, and the first transverse ribs 22 and the first longitudinal ribs 23 are alternately disposed on one side of the first form body 21. The second inner wall form 30 includes a second form body 31, a plurality of second transverse ribs 32 and a plurality of second longitudinal ribs 33, the second transverse ribs 32 and the second longitudinal ribs 33 are arranged in a staggered manner on one side of the second form body 31. The first interior wall form 20 is connected to the first angled panel 11 by the first mounting plate 134 and the second interior wall form 30 is connected to the second angled panel 12 by the second mounting plate 135.
S3 referring to fig. 4, a plurality of adjustable brace bars 40 are provided, the length of each adjustable brace bar 40 is adjustable, and both ends of each adjustable brace bar 40 are connected to the first interior wall form 20 and the second interior wall form 30, respectively.
In the present embodiment, in step S3, the adjustable supporting rod 40 includes a threaded sleeve 41, a first screw 42 and a second screw 43. One end of the threaded sleeve 41 is movably sleeved on the first screw 42, and the other end of the threaded sleeve 41 is movably sleeved on the second screw 43. One end of the first screw 42 away from the second screw 43 abuts against the first transverse rib 22 and/or the first longitudinal rib 23. One end of the second screw 43 away from the first screw 42 abuts against the second transverse rib 32 and/or the second longitudinal rib 33.
In this embodiment, in step S3, the adjustable brace bars 40 are spaced between the first inner wall form 20 and the second inner wall form 30, and the distance between two adjacent adjustable brace bars 40 is not more than 1000 mm.
S4, referring to fig. 3, a laser level 50 is provided, the laser level 50 is used for emitting a laser beam I, the laser beam I is coincident with the first control line L to measure a third distance D3 between the first interior wall form 20 and the laser beam I, or the laser beam I is coincident with the second control line M to measure a fourth distance D4 between the second interior wall form 30 and the laser beam I.
In the present embodiment, the step of "measuring the third distance D3" in the step S4 includes:
s40, arranging a plurality of first measuring points P on the first inner wall template 20 at intervals, measuring the distance D3 between each first measuring point P and the laser beam I, wherein the third distance D3 comprises a plurality of distances D3.
In the present embodiment, the step S40 of "measuring the distance d 3" includes:
s401, providing a steel ruler 60, wherein the steel ruler 60 is provided with a scale label 61;
s402, abutting one end of the steel ruler 60 against a first measuring point P, wherein a scale mark 61 corresponding to the laser beam I is the distance d3 between the first measuring point P and the laser beam I;
and S403, repeating the step S402, and measuring the distance d3 between each first measuring point P and the laser beam I.
In the present embodiment, the step of "measuring the fourth distance D4" in the step S4 includes:
s41, arranging a plurality of second measuring points Q on the second inner wall template 30 at intervals, measuring the distance D4 between each second measuring point Q and the laser beam I, wherein the fourth distance D4 comprises a plurality of distances D4.
In the present embodiment, the step S41 of "measuring the distance d 4" includes:
s411, providing a steel ruler 60, wherein the steel ruler 60 is provided with a scale label 61;
s412, abutting one end of the steel ruler 60 against the second measuring point Q, wherein the scale mark 61 corresponding to the laser beam I is the distance d4 between the second measuring point Q and the laser beam I;
and S413, repeating the step S412, and measuring the distance d4 between each second measuring point Q and the laser beam I.
And S5, adjusting the length of the adjustable stay bar 40 to enable the difference between the first distance D1 and the third distance D3 to be less than 2 mm, or the difference between the second distance D2 and the fourth distance D4 to be less than 2 mm.
In this embodiment, in step S5, the "adjusting the length of the adjustable stay 40" includes:
s50, fixing the threaded sleeve 41 and rotating the first screw 42 or the second screw 43 in a direction such that the first screw 42 or the second screw 43 extends into the threaded sleeve 41, wherein the difference between each distance D3 and the first distance D1 is less than 2 mm and the difference between each distance D4 and the second distance D2 is less than 2 mm.
S51, fixing the threaded sleeve 41 and rotating the first screw 42 or the second screw 43 in the other direction to push the first screw 42 or the second screw 43 out of the threaded sleeve 41, so that the difference between each distance D3 and the first distance D1 is less than 2 mm and the difference between each distance D4 and the second distance D2 is less than 2 mm.
Compared with the prior art, the construction method of the template combination provided by the invention has the following advantages:
firstly, an adjustable stay bar is arranged between the first inner wall template and the second inner wall template, so that the overall stability of the template combination is enhanced;
and (II) laser beams mark the distance between the first control line and the first inner wall template and the distance between the second control line and the second inner wall template, so that the installation precision is favorably ensured, and the squareness of template combination is improved.
The present embodiment further provides a formwork assembly 100, wherein the formwork assembly 100 includes a corner formwork 10, at least one first inner wall formwork 20, at least one second inner wall formwork 30, and a plurality of adjustable braces 40.
The corner formwork 10 includes a first corner forming plate 11 and a second corner forming plate 12 connected to one side of the first corner forming plate 11, the first inner wall formwork 20 is connected to one side of the first corner forming plate 11 away from the second corner forming plate 12, the second inner wall formwork 30 is connected to one side of the second corner forming plate 12 away from the first corner forming plate 11, and two ends of the adjustable supporting rod 40 are respectively connected to the first inner wall formwork 20 and the second inner wall formwork 30.
In addition, those skilled in the art should recognize that the foregoing embodiments are illustrative only, and not limiting, and that appropriate changes and modifications can be made without departing from the spirit and scope of the invention as defined by the appended claims.
Claims (10)
1. A construction method of a formwork combination is characterized by comprising the following steps:
providing a corner template, wherein the corner template comprises a first corner forming plate and a second corner forming plate connected to one side of the first corner forming plate;
providing a first control line parallel to the first angled panel and a second control line parallel to the second angled panel, the first control line being a first distance from the first angled panel and the second control line being a second distance from the second angled panel;
providing at least one first inner wall form and at least one second inner wall form, connecting the first inner wall form to a side of the first angled panel facing away from the second angled panel, and connecting the second inner wall form to a side of the second angled panel facing away from the first angled panel;
providing a plurality of adjustable support rods, wherein the length of each adjustable support rod is adjustable, and two ends of each adjustable support rod are respectively connected to the first inner wall formwork and the second inner wall formwork;
providing a laser level, said laser level for emitting a laser beam, said laser beam coinciding with said first control line, measuring a third distance between said first interior wall panel and said laser beam, and said laser beam coinciding with said second control line, measuring a fourth distance between said second interior wall panel and said laser beam, and
and adjusting the length of the adjustable supporting rod to enable the difference value between the first distance and the third distance to be less than 2 mm, or the difference value between the second distance and the fourth distance to be less than 2 mm.
2. The construction method according to claim 1, wherein measuring the third distance or the fourth distance comprises the steps of:
providing a steel ruler, wherein the steel ruler is provided with a scale label;
when the third distance is measured, one end of the steel ruler is abutted against the inner side of the first inner wallboard, and the scale label corresponding to the laser is the third distance;
and when the fourth distance is measured, one end of the steel ruler is abutted against the inner side of the second inner wallboard, and the scale label corresponding to the laser beam is the fourth distance.
3. The construction method according to claim 1, wherein the adjustable brace comprises a threaded sleeve, a first screw rod, and a second screw rod, one end of the threaded sleeve is movably sleeved on the first screw rod, the other end of the threaded sleeve is movably sleeved on the second screw rod, and the step of adjusting the length of the adjustable brace comprises: and fixing the threaded sleeve and rotating the first screw rod or the second screw rod in one direction to enable the first screw rod or the second screw rod to extend into the threaded sleeve, wherein the length of the adjustable stay bar is shortened, or fixing the threaded sleeve and rotating the first screw rod or the second screw rod in the other direction to enable the first screw rod or the second screw rod to push out of the threaded sleeve, and the adjustable stay bar is lengthened.
4. The construction method according to claim 3, wherein the first inner wall form comprises a first form body, a plurality of first transverse ribs and a plurality of first longitudinal ribs, the first transverse ribs and the first longitudinal ribs are arranged on one side of the first form body in a staggered manner, one end of the first screw rod, which is far away from the second screw rod, abuts against the first transverse ribs and/or the first longitudinal ribs,
the second inner wall template comprises a second template main body, a plurality of second transverse ribs and a plurality of second longitudinal ribs, the second transverse ribs and the second longitudinal ribs are arranged on one side of the second template main body in a staggered mode, and one end, far away from the first screw rod, of the second screw rod abuts against the second transverse ribs and/or the second longitudinal ribs.
5. The construction method according to claim 1, wherein the first angle-forming plate and the second angle-forming plate form an angle with each other, and the angle is 0 ° to 180 °.
6. The method of claim 1, wherein the corner formwork includes a plurality of connected corner C-channels, each corner C-channel including a third corner panel connected to one side of the fourth corner panel, a fourth corner panel connected to opposite ends of the third corner panel and the fourth corner panel, and two end closure panels, adjacent two of the corner C-channels being connected by the end closure panels, a plurality of the third corner panels being connected to form the first corner panel, and a plurality of the fourth corner panels being connected to form the second corner panel.
7. The method of claim 6, wherein the corner C-channel further comprises a first mounting plate disposed on a side of the third angled panel facing the fourth angled panel and a second mounting plate disposed on a side of the fourth angled panel facing the third angled panel, the first mounting plate being adapted to be coupled to the first interior wall form and the second mounting plate being adapted to be coupled to the second interior wall form.
8. The construction method according to claim 7, wherein the corner C-channel further comprises a plurality of reinforcing plates connected to the first mounting plate, the third corner forming plate, the fourth corner forming plate and the second mounting plate, the reinforcing plates being used to reinforce the structural strength of the corner C-channel.
9. The construction method according to claim 1, wherein the adjustable brace rods are arranged between the first inner wall formwork and the second inner wall formwork at intervals, and the distance between two adjacent adjustable brace rods is not more than 1000 mm.
10. A formwork assembly obtained by the construction method according to any one of claims 1 to 9, wherein the formwork assembly comprises a corner formwork, at least a first inner wall formwork, at least a second inner wall formwork and a plurality of adjustable braces,
the corner template comprises a first corner forming plate and a second corner forming plate connected to one side of the first corner forming plate, the first inner wall template is connected to one side of the first corner forming plate, which is far away from the second corner forming plate, the second inner wall template is connected to one side of the second corner forming plate, which is far away from the first corner forming plate,
two ends of the adjustable stay bar are respectively connected to the first inner wall template and the second inner wall template.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202011346591.XA CN112459465B (en) | 2020-11-26 | 2020-11-26 | Template combination and template combination construction method |
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202011346591.XA CN112459465B (en) | 2020-11-26 | 2020-11-26 | Template combination and template combination construction method |
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| CN112459465A true CN112459465A (en) | 2021-03-09 |
| CN112459465B CN112459465B (en) | 2022-11-22 |
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| KR20140123345A (en) * | 2013-04-12 | 2014-10-22 | (주)에이원알폼 | Form for concrete |
| CN108331358A (en) * | 2018-04-07 | 2018-07-27 | 廊坊卓锐建材有限公司 | One kind is cast-in-place to build positioning surface level-meter in template wall construction negative and positive angle free of demolition |
| CN211817948U (en) * | 2020-01-07 | 2020-10-30 | 河南祥中科技有限公司 | Aluminum template assembly for casting L-shaped node of shear wall |
| CN111576856A (en) * | 2020-06-05 | 2020-08-25 | 中电建路桥集团有限公司 | Aluminum alloy template assembling system and assembling method |
| CN111894315A (en) * | 2020-07-10 | 2020-11-06 | 广州市第三建筑工程有限公司 | Support system of hyperbolic cooling tower and construction process thereof |
| CN111851992A (en) * | 2020-07-30 | 2020-10-30 | 晟通科技集团有限公司 | Corner template |
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| CN112459465B (en) | 2022-11-22 |
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