CN113958120A - Inclined frame concrete cylindrical formwork reinforcing system - Google Patents
Inclined frame concrete cylindrical formwork reinforcing system Download PDFInfo
- Publication number
- CN113958120A CN113958120A CN202111135323.8A CN202111135323A CN113958120A CN 113958120 A CN113958120 A CN 113958120A CN 202111135323 A CN202111135323 A CN 202111135323A CN 113958120 A CN113958120 A CN 113958120A
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- Prior art keywords
- cylindrical
- template
- formwork
- steel plate
- reinforcing
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- 238000009415 formwork Methods 0.000 title claims abstract description 53
- 230000003014 reinforcing effect Effects 0.000 title claims abstract description 45
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 90
- 239000010959 steel Substances 0.000 claims abstract description 90
- 230000002787 reinforcement Effects 0.000 claims abstract description 20
- 229910001294 Reinforcing steel Inorganic materials 0.000 claims abstract description 12
- 239000002023 wood Substances 0.000 claims abstract description 10
- 230000000149 penetrating effect Effects 0.000 claims description 10
- 239000000463 material Substances 0.000 description 8
- 238000007493 shaping process Methods 0.000 description 4
- 230000009286 beneficial effect Effects 0.000 description 2
- 238000009434 installation Methods 0.000 description 2
- 238000000034 method Methods 0.000 description 2
- 230000004048 modification Effects 0.000 description 2
- 238000012986 modification Methods 0.000 description 2
- 238000009435 building construction Methods 0.000 description 1
- 239000004568 cement Substances 0.000 description 1
- 230000007547 defect Effects 0.000 description 1
- 230000002708 enhancing effect Effects 0.000 description 1
- 239000002002 slurry Substances 0.000 description 1
- 230000000007 visual effect Effects 0.000 description 1
Images
Classifications
-
- 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
- E04G13/00—Falsework, forms, or shutterings for particular parts of buildings, e.g. stairs, steps, cornices, balconies foundations, sills
- E04G13/02—Falsework, forms, or shutterings for particular parts of buildings, e.g. stairs, steps, cornices, balconies foundations, sills for columns or like pillars; Special tying or clamping means therefor
- E04G13/021—Falsework, forms, or shutterings for particular parts of buildings, e.g. stairs, steps, cornices, balconies foundations, sills for columns or like pillars; Special tying or clamping means therefor for circular columns
-
- 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
-
- 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
- E04G9/00—Forming or shuttering elements for general use
- E04G9/02—Forming boards or similar elements
- E04G9/04—Forming boards or similar elements the form surface being of wood
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Mechanical Engineering (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Life Sciences & Earth Sciences (AREA)
- Wood Science & Technology (AREA)
- Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
Abstract
An inclined frame concrete cylindrical formwork reinforcement system comprising: the lower floor is used for supporting the bottom end of the concrete cylindrical template; the upper floor is used for supporting the top end of the concrete cylindrical template; the upper floor is arranged above the lower floor; the steel bar pulling point is used for fastening the first end of the steel wire rope; the reinforcing steel bar pulling points are arranged on the lower floor; the cylindrical template reinforcing component is used for fastening the second end of the steel wire rope; the cylindrical template reinforcing component is arranged around the cylindrical template; the steel wire rope is used for connecting the steel bar pulling point and the cylindrical formwork reinforcing component; the first end of the steel wire rope is connected with the steel bar pulling point, and the second end of the steel wire rope is connected with the cylindrical formwork reinforcing component. The inclined type frame concrete cylindrical template reinforcing system provided by the invention is convenient to disassemble and assemble, the inclined cylindrical template adopts a shaped wood template, the weight is light, and the inclined cylindrical template can be assembled and disassembled manually without using a hoisting machine.
Description
Technical Field
The invention belongs to the technical field of building construction, and particularly relates to an inclined type frame concrete cylindrical formwork reinforcing system.
Background
Modern buildings have higher and higher aesthetic requirements, building modeling pursues features and individuality more and more, inclined buildings enter people's visual field more and more, a shaped steel template is often adopted for the template of an inclined frame cylinder, a full-space type formwork support is adopted for supporting the convention, the use of frame body materials is more, and stress calculation is complex.
The use of conventional full-space supports has the following disadvantages:
(1) the inclined frame column is supported by a full frame, a large amount of steel pipe materials are needed, and the material lease cost is increased;
(2) the occupied area is large, the occupied area of the full shelf support is large, and a large material stacking area is also needed;
(3) the cylindrical template adopts a shaped steel template, is easy to deform after repeated installation, disassembly and prying for many times, is easy to leak slurry due to untight abutted seams of the templates, can cause quality defects such as honeycomb pitted surface and the like, and influences the appearance quality of the cylinder;
(4) the design steel form weight is big, need use hoisting equipment cooperation installation, wastes time and energy.
Disclosure of Invention
In order to solve the above problems, the present invention provides an inclined frame concrete cylindrical formwork reinforcing system, comprising:
the lower floor is used for supporting the bottom end of the concrete cylindrical template;
the upper floor is used for supporting the top end of the concrete cylindrical template; the upper floor is arranged above the lower floor;
the steel bar pulling point is used for fastening the first end of the steel wire rope; the reinforcing steel bar pulling points are arranged on the lower floor;
the cylindrical template reinforcing component is used for fastening the second end of the steel wire rope; the cylindrical template reinforcing component is arranged around the cylindrical template;
the steel wire rope is used for connecting the steel bar pulling point and the cylindrical formwork reinforcing component; the first end of the steel wire rope is connected with the steel bar pulling point, and the second end of the steel wire rope is connected with the cylindrical formwork reinforcing component.
Preferably, the concrete cylinder formwork includes: the formwork comprises a forming wood formwork and reinforcing steel bars, wherein a pouring space is formed inside the forming wood formwork, the reinforcing steel bars are arranged in the pouring space, concrete is poured in the pouring space, and the cylindrical formwork reinforcing component surrounds the forming wood formwork.
Preferably, the cylindrical formwork reinforcement assembly comprises: the reinforced steel plate belt, wear post screw rod and take gasket two nuts, wherein, the both ends of reinforced steel plate belt are provided with the fixed orifices, the reinforced steel plate belt is hugged closely the outer wall setting of concrete cylinder template, it link up to wear the post screw rod the fixed orifices with concrete cylinder template, wire rope's second pot head is established wear the post screw rod, take gasket two nut threads screw in on wearing the post screw rod.
Preferably, the fixing hole is provided with a steel plate reinforcing buckle, and the steel plate reinforcing buckle is sleeved on the column penetrating screw rod.
Preferably, the cylindrical formwork reinforcing assembly further comprises: the device comprises a protractor and a bubble level meter, wherein the protractor is sleeved on the column penetrating screw rod, and the bubble level meter is connected with the protractor.
Preferably, the method further comprises the following steps: the steel plate band column hoop comprises a steel plate band column hoop, an adjustable bolt and a fastening nut, wherein a first end of the steel plate band column hoop is provided with an adjusting hole, a second end of the steel plate band column hoop is provided with a threaded hole, the adjustable bolt is fastened in the threaded hole in a threaded mode, the steel plate band column hoop surrounds the concrete cylindrical formwork, the adjustable bolt is inserted into the adjusting hole, and the fastening nut is screwed on the adjustable bolt.
The inclined frame concrete cylindrical template reinforcing system provided by the invention has the following beneficial effects:
(1) the inclined cylindrical template is a shaped wooden template, so that the inclined cylindrical template is light in weight, and can be installed and dismantled manually without using a hoisting machine;
(2) the template assembly is realized by fastening steel plates, so that the operation is convenient, and the template assembly is realized by fastening the steel plates with the adjusting and locking functions at two ends, so that the operation of workers is convenient;
(3) materials are saved, and a steel wire rigging is adopted for reinforcing the template, so that a large amount of materials are saved compared with a full-hall type formwork system adopted in the prior art;
(4) the template is reinforced safely and reliably, and the steel plate belt is adopted to connect the steel wire rigging to apply force reversely to fix the cylinder so as to prevent the cylinder from overturning outwards integrally.
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, and it is obvious that the drawings in the following description are only some embodiments of the present invention, and for those skilled in the art, other drawings can be obtained according to these drawings without creative efforts.
FIG. 1 is a schematic side view of an inclined frame concrete cylinder form reinforcement system according to the present invention;
FIG. 2 is a schematic front view of an inclined frame concrete cylindrical form reinforcement system provided by the present invention;
FIG. 3 is a schematic structural view of a cylindrical form reinforcing component of an inclined frame concrete cylindrical form reinforcing system provided by the invention;
FIG. 4 is a schematic structural view of a cylindrical form reinforcement assembly in an inclined frame concrete cylindrical form reinforcement system according to the present invention;
FIG. 5 is an enlarged schematic view of a reinforcement tie point in an inclined frame concrete cylindrical form reinforcement system according to the present invention;
FIG. 6 is a schematic structural view of a stiffened steel plate strip in an inclined frame concrete cylindrical form reinforcement system provided by the present invention;
FIG. 7 is a schematic structural view of a stiffened steel plate strip in an inclined frame concrete cylindrical form reinforcement system provided by the present invention;
FIG. 8 is a schematic view of a portion of a tilt frame concrete cylindrical form reinforcement system provided by the present invention.
Detailed Description
In order to make the objects, technical solutions and advantages of the present invention more apparent, the present invention will be described in further detail with reference to the accompanying drawings in conjunction with the following detailed description. It should be understood that the description is intended to be exemplary only, and is not intended to limit the scope of the present invention. Moreover, in the following description, descriptions of well-known structures and techniques are omitted so as to not unnecessarily obscure the concepts of the present invention.
Referring to fig. 1-8, in an embodiment of the present application, the present invention provides an inclined frame concrete cylindrical form reinforcement system, comprising:
a lower floor 15 for supporting the bottom end of the concrete cylindrical formwork;
an upper floor 16 for supporting the top end of the concrete cylindrical formwork; the upper floor 16 is arranged above the lower floor 15;
a steel bar tie point 10 for fastening a first end of the steel wire rope 9; the reinforcing steel bar pulling points 10 are arranged on the lower floor 15;
the cylindrical template reinforcing component 11 is used for fastening the second end of the steel wire rope 9; the cylindrical template reinforcing component 11 is arranged around the cylindrical template;
the steel wire rope 9 is used for connecting the steel bar tie point 10 and the cylindrical formwork reinforcing component 11; the first end of the steel wire rope 9 is connected with the steel bar tie point 10, and the second end is connected with the cylindrical formwork reinforcing component 11.
When the concrete cylindrical formwork is poured and reinforced, firstly, the reinforcing steel bar tie points 10 are arranged on the lower floor 15, then the concrete cylindrical formwork is poured on the lower floor 15, the cylindrical formwork reinforcing component 11 is used for reinforcing the concrete cylindrical formwork around the periphery of the cylindrical formwork, the cylindrical formwork reinforcing component 11 is connected with the reinforcing steel bar tie points 10 through the steel wire ropes 9, the top end of the concrete cylindrical formwork is kept to be tightly abutted against the upper floor 16, and the concrete cylindrical formwork keeps the inclination of a preset angle.
In an embodiment of the present application, the concrete cylinder formwork includes: the formwork shaping device comprises a shaping wood formwork 7 and reinforcing steel bars 8, wherein a pouring space is formed inside the shaping wood formwork 7, the reinforcing steel bars 8 are arranged in the pouring space, concrete is poured in the pouring space, and the cylindrical formwork reinforcing component 11 surrounds the shaping wood formwork 7.
In this application embodiment, the inside space of pouring that has formed of design plank sheathing 7 can set up behind reinforcing bar 8 and pour cement to the space of pouring to form concrete cylinder template.
In the embodiment of the present application, the cylindrical formwork reinforcing member 11 includes: the stiffening steel plate strip 1, wear post screw rod 5 and take two nuts 6 of gasket, wherein, the both ends of stiffening steel plate strip 1 are provided with the fixed orifices, stiffening steel plate strip 1 hugs closely the outer wall setting of concrete cylinder template, it link up to wear post screw rod 5 the fixed orifices with the concrete cylinder template, wire rope 9's second pot head is established wear post screw rod 5, take the two nuts 6 screw threads of gasket to screw in on wearing post screw rod 5.
In this application embodiment, wear post screw rod 5 to link up concrete cylinder template and stiffening steel plate strip 1, and stiffening steel plate strip 1 surrounds concrete cylinder template periphery to can be connected concrete cylinder template and stiffening steel plate strip 1 on the one hand, on the other hand can use stiffening steel plate strip 1 to consolidate concrete cylinder template. The double nuts 6 with the gaskets fix the steel wire rope 9 on the column penetrating screw 5, and the stiffening steel plate strip 1 can be prevented from being separated from the column penetrating screw 5.
In the embodiment of the application, the steel plate reinforcing buckle 2 is arranged at the position of the fixing hole, and the steel plate reinforcing buckle 2 is sleeved on the column penetrating screw rod 5.
In the embodiment of the application, the steel plate reinforcing buckle 2 is used for enhancing the friction force of the column penetrating screw 5 on the stiffening steel plate strip 1 and preventing the stiffening steel plate strip 1 from being separated from the column penetrating screw 5.
In the embodiment of the present application, the cylindrical form reinforcing component 11 further includes: the device comprises a protractor 3 and a bubble level meter 4, wherein the protractor 3 is sleeved on the column penetrating screw rod 5, and the bubble level meter 4 is connected with the protractor 3.
In the embodiment of the present application, the protractor 3 and the bubble level gauge 4 may be used to conveniently observe whether the inclination angle of the concrete cylindrical form meets the requirement, thereby adjusting the length of the steel wire rope 9.
In an embodiment of the present application, the present invention provides an inclined frame concrete cylindrical form reinforcing system, further including: the concrete column formwork comprises a steel plate belt column hoop 12, an adjustable bolt 13 and a fastening nut 14, wherein an adjusting hole is formed in the first end of the steel plate belt column hoop 12, a threaded hole is formed in the second end of the steel plate belt column hoop 12, the adjustable bolt 13 is fastened in the threaded hole in a threaded mode, the steel plate belt column hoop 12 surrounds the concrete column formwork, the adjustable bolt 13 is inserted into the adjusting hole, and the fastening nut 14 is screwed on the adjustable bolt 13.
In the embodiment of the present application, the steel plate band hoops 12 surround the outer circumference of the concrete cylindrical formwork, so that the concrete cylindrical formwork can be reinforced. The fastening nut 14 can release or lock the adjustable bolt 13, so as to adjust the reinforcement degree of the steel plate band column hoop 12 on the concrete cylindrical template, and adjust and select the steel plate band column hoop according to the requirement.
The inclined frame concrete cylindrical template reinforcing system provided by the invention has the following beneficial effects:
(1) the inclined cylindrical template is a shaped wooden template, so that the inclined cylindrical template is light in weight, and can be installed and dismantled manually without using a hoisting machine;
(2) the template assembly is realized by fastening steel plates, so that the operation is convenient, and the template assembly is realized by fastening the steel plates with the adjusting and locking functions at two ends, so that the operation of workers is convenient;
(3) materials are saved, and a steel wire rigging is adopted for reinforcing the template, so that a large amount of materials are saved compared with a full-hall type formwork system adopted in the prior art;
(4) the template is reinforced safely and reliably, and the steel plate belt is adopted to connect the steel wire rigging to apply force reversely to fix the cylinder so as to prevent the cylinder from overturning outwards integrally.
It is to be understood that the above-described embodiments of the present invention are merely illustrative of or explaining the principles of the invention and are not to be construed as limiting the invention. Therefore, any modification, equivalent replacement, improvement and the like made without departing from the spirit and scope of the present invention should be included in the protection scope of the present invention. Further, it is intended that the appended claims cover all such variations and modifications as fall within the scope and boundaries of the appended claims or the equivalents of such scope and boundaries.
Claims (6)
1. The utility model provides an inclined frame concrete cylinder template reinforcerment system which characterized in that includes:
the lower floor is used for supporting the bottom end of the concrete cylindrical template;
the upper floor is used for supporting the top end of the concrete cylindrical template; the upper floor is arranged above the lower floor;
the steel bar pulling point is used for fastening the first end of the steel wire rope; the reinforcing steel bar pulling points are arranged on the lower floor;
the cylindrical template reinforcing component is used for fastening the second end of the steel wire rope; the cylindrical template reinforcing component is arranged around the cylindrical template;
the steel wire rope is used for connecting the steel bar pulling point and the cylindrical formwork reinforcing component; the first end of the steel wire rope is connected with the steel bar pulling point, and the second end of the steel wire rope is connected with the cylindrical formwork reinforcing component.
2. The tilt frame concrete cylinder form reinforcement system of claim 1, wherein the concrete cylinder form comprises: the formwork comprises a forming wood formwork and reinforcing steel bars, wherein a pouring space is formed inside the forming wood formwork, the reinforcing steel bars are arranged in the pouring space, concrete is poured in the pouring space, and the cylindrical formwork reinforcing component surrounds the forming wood formwork.
3. The tilt frame concrete cylinder form reinforcement system of claim 1, wherein the cylinder form reinforcement assembly comprises: the reinforced steel plate belt, wear post screw rod and take gasket two nuts, wherein, the both ends of reinforced steel plate belt are provided with the fixed orifices, the reinforced steel plate belt is hugged closely the outer wall setting of concrete cylinder template, it link up to wear the post screw rod the fixed orifices with concrete cylinder template, wire rope's second pot head is established wear the post screw rod, take gasket two nut threads screw in on wearing the post screw rod.
4. The inclined frame concrete cylinder formwork reinforcement system of claim 3, wherein a steel plate reinforcing buckle is arranged at the fixing hole, and the steel plate reinforcing buckle is sleeved on the column penetrating screw.
5. The tilt frame concrete cylinder form reinforcement system of claim 3, wherein the cylinder form reinforcement assembly further comprises: the device comprises a protractor and a bubble level meter, wherein the protractor is sleeved on the column penetrating screw rod, and the bubble level meter is connected with the protractor.
6. The tilt frame concrete cylinder form reinforcement system of claim 1, further comprising: the steel plate band column hoop comprises a steel plate band column hoop, an adjustable bolt and a fastening nut, wherein a first end of the steel plate band column hoop is provided with an adjusting hole, a second end of the steel plate band column hoop is provided with a threaded hole, the adjustable bolt is fastened in the threaded hole in a threaded mode, the steel plate band column hoop surrounds the concrete cylindrical formwork, the adjustable bolt is inserted into the adjusting hole, and the fastening nut is screwed on the adjustable bolt.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202111135323.8A CN113958120A (en) | 2021-09-27 | 2021-09-27 | Inclined frame concrete cylindrical formwork reinforcing system |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202111135323.8A CN113958120A (en) | 2021-09-27 | 2021-09-27 | Inclined frame concrete cylindrical formwork reinforcing system |
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| Publication Number | Publication Date |
|---|---|
| CN113958120A true CN113958120A (en) | 2022-01-21 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202111135323.8A Pending CN113958120A (en) | 2021-09-27 | 2021-09-27 | Inclined frame concrete cylindrical formwork reinforcing system |
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| Country | Link |
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| CN (1) | CN113958120A (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN115182576A (en) * | 2022-07-21 | 2022-10-14 | 浙江宏坤建设集团有限公司 | Concrete inclined column formwork structure and construction method thereof |
Citations (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN203499247U (en) * | 2013-08-16 | 2014-03-26 | 中国建筑第八工程局有限公司 | Cylinder shaping wooden mold construction structure |
| CN204326498U (en) * | 2014-12-09 | 2015-05-13 | 山东德建集团有限公司 | Screw outrigger oblique pull wire rope fixing device |
| CN207314837U (en) * | 2017-09-26 | 2018-05-04 | 福建建工集团有限责任公司 | A kind of adjustable band formula cylindrical wooden template bracing means |
| CN108374521A (en) * | 2018-04-19 | 2018-08-07 | 中国三冶集团有限公司 | A kind of construction method and its formwork erection structure of concrete profiled pile |
| CN111636682A (en) * | 2020-05-13 | 2020-09-08 | 中国建筑第八工程局有限公司 | Turnover external cantilever inclined column supporting system and construction method thereof |
| CN111946058A (en) * | 2020-08-17 | 2020-11-17 | 中国十七冶集团有限公司 | Formwork supporting fixing device of Y-shaped high-rise concrete structure and construction method |
| CN216476335U (en) * | 2021-09-27 | 2022-05-10 | 中冶天工集团有限公司 | Inclined frame concrete cylindrical formwork reinforcing system |
-
2021
- 2021-09-27 CN CN202111135323.8A patent/CN113958120A/en active Pending
Patent Citations (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN203499247U (en) * | 2013-08-16 | 2014-03-26 | 中国建筑第八工程局有限公司 | Cylinder shaping wooden mold construction structure |
| CN204326498U (en) * | 2014-12-09 | 2015-05-13 | 山东德建集团有限公司 | Screw outrigger oblique pull wire rope fixing device |
| CN207314837U (en) * | 2017-09-26 | 2018-05-04 | 福建建工集团有限责任公司 | A kind of adjustable band formula cylindrical wooden template bracing means |
| CN108374521A (en) * | 2018-04-19 | 2018-08-07 | 中国三冶集团有限公司 | A kind of construction method and its formwork erection structure of concrete profiled pile |
| CN111636682A (en) * | 2020-05-13 | 2020-09-08 | 中国建筑第八工程局有限公司 | Turnover external cantilever inclined column supporting system and construction method thereof |
| CN111946058A (en) * | 2020-08-17 | 2020-11-17 | 中国十七冶集团有限公司 | Formwork supporting fixing device of Y-shaped high-rise concrete structure and construction method |
| CN216476335U (en) * | 2021-09-27 | 2022-05-10 | 中冶天工集团有限公司 | Inclined frame concrete cylindrical formwork reinforcing system |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN115182576A (en) * | 2022-07-21 | 2022-10-14 | 浙江宏坤建设集团有限公司 | Concrete inclined column formwork structure and construction method thereof |
| CN115182576B (en) * | 2022-07-21 | 2023-10-10 | 浙江宏坤建设集团有限公司 | Concrete diagonal column formwork structure and construction method thereof |
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