CN112709430A - Template device based on BIM - Google Patents
Template device based on BIM Download PDFInfo
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- CN112709430A CN112709430A CN202011565666.3A CN202011565666A CN112709430A CN 112709430 A CN112709430 A CN 112709430A CN 202011565666 A CN202011565666 A CN 202011565666A CN 112709430 A CN112709430 A CN 112709430A
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- template
- bim
- wall
- assembly
- formworks
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Classifications
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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
- E04G13/00—Falsework, forms, or shutterings for particular parts of buildings, e.g. stairs, steps, cornices, balconies foundations, sills
- E04G13/04—Falsework, forms, or shutterings for particular parts of buildings, e.g. stairs, steps, cornices, balconies foundations, sills for lintels, beams, or transoms to be encased separately; Special tying or clamping means therefor
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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
- E04G11/08—Forms, which are completely dismantled after setting of the concrete and re-built for next pouring
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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
- E04G11/36—Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs for floors, ceilings, or roofs of plane or curved surfaces end formpanels for floor shutterings
- E04G11/48—Supporting structures for shutterings or frames for floors or roofs
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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
- 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
-
- 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
- E04G17/042—Connecting or fastening means for metallic forming or stiffening elements, e.g. for connecting metallic elements to non-metallic elements being tensioned by threaded 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
-
- 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
- E04G17/06—Tying means; Spacers ; Devices for extracting or inserting wall ties
- E04G17/065—Tying means, the tensional elements of which are threaded to enable their fastening or tensioning
-
- 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
- E04G17/14—Bracing or strutting arrangements for formwalls; Devices for aligning forms
-
- 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
- E04G17/18—Devices for suspending or anchoring form elements to girders placed in ceilings, e.g. hangers
-
- 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
- E04G25/00—Shores or struts; Chocks
- E04G25/04—Shores or struts; Chocks telescopic
- E04G25/06—Shores or struts; Chocks telescopic with parts held together by positive means
- E04G25/061—Shores or struts; Chocks telescopic with parts held together by positive means by pins
Abstract
The invention discloses a template device based on BIM, which comprises a wall column template component, a beam template component and a supporting component; the beam formwork assembly is arranged in the wall column formwork assembly, and the support assembly is movably connected with the wall column formwork assembly; the beam template assembly comprises a beam bottom template, beam side templates and a floor keel, wherein the beam side templates are arranged around the periphery of the floor keel and are fixedly connected with the floor keel, and the beam bottom template is fixedly connected to the bottom of the beam side templates. According to the invention, the assembled basic template is designed by adopting a BIM modeling tool to carry out template matching, the assembling among the templates is convenient, the assembling precision is high, and the vertical flatness of the wall surface can be controlled within 3 mm; according to the invention, the wall column formwork assembly is supported by the supporting assembly, and the perpendicularity of the wall surface can be adjusted by the supporting assembly, so that the quality of the subsequent wall body pouring can be effectively improved; the invention does not need a large amount of material storage yards, does not generate building garbage in the construction process, reduces the consumption of wood, reduces the construction noise, and is energy-saving and environment-friendly.
Description
Technical Field
The invention relates to the technical field of building construction, in particular to a template device based on BIM.
Background
In the construction of building engineering, with the high-speed development of economy in China, domestic high-rise buildings bloom all the time. The common wood template process for concrete pouring in the building industry cannot meet the development requirements of the industry due to excessive dependence on forest resources, and is not more and more in line with the development concept of low carbon and energy conservation. The building aluminum template is a new generation template released after a wood template and a steel template, the aluminum template is extruded and molded by professional equipment and can be freely combined according to different structural sizes, and the design, research and development and construction application of the aluminum template are one-time great development of the building industry. The application of the aluminum template system in the building industry improves the construction efficiency of building construction engineering, and has good effects on reducing the cost of building materials and labor cost. The formwork device adopted in the industry at present is troublesome to assemble, and is not easy to disassemble after the completion of the subsequent concrete pouring, so that the poured wall surface is easily damaged, and the construction efficiency and the construction quality are seriously influenced.
Disclosure of Invention
The technical problem to be solved by the invention is as follows: the template device based on the BIM is high in dismounting efficiency and cannot damage the wall surface.
In order to solve the technical problems, the invention adopts the technical scheme that: the BIM-based template device comprises a wall column template component, a beam template component and a support component; the beam formwork assembly is arranged in the wall column formwork assembly, and the support assembly is movably connected with the wall column formwork assembly; the beam template assembly comprises a beam bottom template, beam side templates and a floor keel, wherein the beam side templates are arranged around the periphery of the floor keel and are fixedly connected with the floor keel, and at least two beam bottom templates are fixedly connected to the bottom of the beam side templates.
Further, the method comprises the following steps: and a connecting groove is formed between every two adjacent beam bottom templates, the beam bottom templates are fixedly connected with the connecting groove through bolts, and reinforcing steel pipes are welded in the connecting grooves.
Further, the method comprises the following steps: the beam bottom template and the beam side template are fixedly connected through bolts.
Further, the method comprises the following steps: the wall column formwork assembly comprises inner wall formworks, split bolts and back ridges, the four inner wall formworks are arranged on the outer sides of the beam side formworks and surround the beam formwork assembly from the periphery, and the oppositely arranged inner wall formworks are connected through a plurality of rows of split bolts; a plurality of back arriss set up the interior wall template outside and be connected with supporting component.
Further, the method comprises the following steps: the number of the split bolts is six, and the six rows of the split bolts are arranged in parallel along the height direction of the inner wall template.
Further, the method comprises the following steps: and a presser foot batten is additionally arranged at the bottom of the inner wall template for fixing.
Further, the method comprises the following steps: the supporting component comprises two adjustable inclined supports with different lengths, one end of each adjustable inclined support is rotatably connected with the back edge, and the other end of each adjustable inclined support is rotatably connected with the fixing seat fixed on the ground.
Further, the method comprises the following steps: the adjustable inclined support consists of an internal threaded pipe and two external threaded rods, the two external threaded rods are respectively and rotatably connected with the back ridge and the fixed seat through rotating shafts, and two ends of the internal threaded pipe are respectively in threaded connection with the two external threaded rods; a handle is fixed on the internal thread tube.
Further, the method comprises the following steps: the beam bottom formwork is characterized by also comprising at least one bottom support vertically connected to the bottom of the beam bottom formwork, wherein the bottom support is connected to the bottom of the beam bottom formwork through an early dismantling head; the bottom sprag comprises control tube and fixed pipe, is equipped with a plurality of regulation holes of arranging along control tube length direction on the control tube, and fixed pipe is vertical fixes on ground basis, and the control tube inserts in the fixed pipe and through the latch connection.
Further, the method comprises the following steps: the beam bottom template and the beam side template are aluminum templates designed by adopting a BIM modeling tool.
The invention has the beneficial effects that: according to the invention, the assembled basic template is designed by adopting a BIM modeling tool to carry out template matching, the assembling among the templates is convenient, the assembling precision is high, and the vertical flatness of the wall surface can be controlled within 3 mm; according to the invention, the wall column formwork assembly is supported by the supporting assembly, and the perpendicularity of the wall surface can be adjusted by the supporting assembly, so that the quality of the subsequent wall body pouring can be effectively improved; the invention does not need a large amount of material storage yards, does not generate building garbage in the construction process, reduces the consumption of wood, reduces the construction noise, and is energy-saving and environment-friendly.
Drawings
FIG. 1 is a side view of the present invention;
FIG. 2 is a schematic view of a base support according to the present invention;
labeled as: 110-inner wall template, 120-split bolt, 130-back ridge, 210-beam bottom template, 220-beam side template, 310-adjustable inclined support, 311-internal threaded pipe, 312-external threaded rod, 313-handle, 400-fixed seat, 500-bottom support, 510-early-dismantling head, 520-adjusting pipe, 521-adjusting hole and 530-fixed pipe.
Detailed Description
In order to facilitate understanding of the invention, the invention is further described below with reference to the accompanying drawings.
As shown in fig. 1 and 2, the BIM-based formwork apparatus disclosed in the present invention is composed of a wall column formwork assembly, a beam formwork assembly and a support assembly; the beam formwork assemblies form a hollow rectangular pouring space for later-stage concrete pouring, and after the formwork devices are assembled, concrete is poured into the beam formwork assemblies to form a wall; the wall column template assembly is arranged at the periphery of the beam template assembly to support and reinforce the beam template assembly; the supporting component supports the wall column formwork assembly, and the wall surface verticality of the wall column formwork assembly can be adjusted through the supporting component so as to adjust the final wall surface verticality of pouring forming. The templates forming the wall column template assembly and the beam template assembly are all aluminum templates designed by a BIM modeling tool.
As shown in fig. 1 and 2, the beam form assembly used in the present invention includes a beam bottom form 210, a beam side form 220, and a floor keel, and the floor keel is used as an internal support member of the beam form assembly, and can also reinforce a wall after a later wall is poured to improve the strength of the wall. The beam side templates 220 are arranged around the periphery of the floor slab keel to form a rectangular surrounding wall body and are fixedly connected with the floor slab keel, and the beam bottom templates 210 are connected to the bottom of the beam side templates 220 to seal the bottom of the beam template assembly. The number of the beam bottom formworks 210 is at least two, and the adjacent beam bottom formworks 210 are connected to form a bottom plate with an area enough to seal the bottom of the beam formwork assembly. In the invention, bolts are adopted to connect and fix the adjacent beam bottom templates 210 and the beam side templates 220; in addition, in order to improve the overall strength of the beam formwork assembly, a C-shaped connecting groove is arranged between the connected beam bottom formworks 210, the two adjacent beam bottom formworks 210 are fixedly connected with the connecting groove through bolts, a reinforcing steel pipe is additionally arranged in each connecting groove, and the reinforcing steel pipes are fixedly welded in the connecting grooves.
As shown in fig. 1, the wall column formwork assembly used in the present invention includes inner wall formworks 110, tie bolts 120 and back ridges 130, the four inner wall formworks 110 are disposed at the outer sides of the beam-side formworks 220 and surround the beam formwork assembly from the periphery, and the oppositely disposed inner wall formworks 110 are connected by a plurality of rows of tie bolts 120; a plurality of back ribs 130 are provided at the outer side of the interior wall form 110 and are connected to the support member. The present invention improves the overall rigidity and stability of the formwork apparatus by using the tie bolts 120 and the back ridges 130. The number of the tie bolts 120 is six, and six rows of the tie bolts 120 are arranged in parallel in the height direction of the inner wall form 110. In addition, the bottom of the inner wall template 110 is fixed by adding a presser foot batten and can also be reinforced by adopting a mortar coating mode, so that the displacement of a column position can be prevented, and the bottom of the inner wall template can be prevented from leaking slurry after concrete pouring.
As shown in fig. 1, the support assembly used in the present invention is composed of two adjustable inclined supports 310, and the two adjustable inclined supports 310 have different inclination angles, so that the two adjustable inclined supports 310 have different lengths. The adjustable inclined support 310 is composed of an internal thread pipe 311 and two external thread rods 312, wherein internal threads are arranged on the inner wall of the internal thread pipe 311, external threads matched with the internal thread pipe 311 are arranged on the periphery of the external thread rods 312, the two external thread rods 312 are respectively in threaded connection with the two ends of the internal thread pipe 311, and then the two external thread rods 312 are respectively connected with the back ridge 130 through rotating shafts and can be fixed on the fixed seat 400 on the ground foundation. The external threaded rods 312 screwed at both ends of the internal threaded tube 311 can be retracted or extended by rotating the internal threaded tube 311, so that the overall length of the adjustable diagonal brace 310 is changed, and the purpose of adjusting the perpendicularity of the wall surface is achieved. In order to facilitate adjustment by the worker, a handle 313 is fixed to the internally threaded tube 311, and the worker can rotate the internally threaded tube 311 by holding the handle 313 with his hand.
As shown in fig. 2, a bottom support 500 is provided at the bottom of the beam formwork assembly to support the beam formwork assembly. The number of the bottom supports 500 is at least two, the bottom supports 500 are vertically arranged between the beam formwork assembly and the ground foundation, the bottom supports 500 are composed of adjusting pipes 520 and fixing pipes 530, and the outer diameters of the adjusting pipes 520 are smaller than the inner diameters of the fixing pipes 530. Fixed pipe 530 vertical fixation is on the ground basis, and the one end of adjusting pipe 520 is connected in the bottom of roof beam die block board 210 through early head 510 of tearing open, and during the other end inserted fixed pipe 530, a plurality of regulation holes 521 of arranging along adjusting pipe 520 length direction on adjusting pipe 520's global, adjusting pipe 520 is connected through the bolt with fixed pipe 530, inserts different regulation holes 521 with the bolt and can adjust bottom sprag 500's length.
Examples
Firstly, designing a template system through BIM modeling software, performing pre-assembly in a factory according to a drawing after the template system is designed and dug, marking all template components in different regions, units and categories after experience folding lattices meet engineering construction requirements, then packaging and transferring the template components to a construction site for sorting and stacking, and installing template materials according to template numbers after the site template materials are in place.
Second, wall column template component installation
1. The high-strength split bolts 120 of M18 are arranged on the inner wall formwork 110 along the horizontal and vertical directions, the standard spacing in the horizontal direction is 800mm, the vertical direction is divided into six rows by taking the ground as the reference, the first row is 270mm away from the ground, the second row is 810mm away from the ground, the third row is 1470M away from the ground, the fourth row is 2070mm away from the ground, the fifth row is 2620mm away from the ground, and the sixth row is 220mm away from the top elevation, a back ridge 130 is arranged at each row of split bolts 120 along the horizontal direction, and the back ridge 130 is composed of two steel pipes with the size of 60mm multiplied by 40 mm.
2. The adjustable inclined supports 310 are installed on one side of the wall stud template assembly, the standard distance between the two adjustable inclined supports 310 is 1500mm, the maximum distance does not exceed 1800mm, and the presser foot battens are additionally installed at the root of the wall stud to prevent the displacement of the stud position and the grout leakage at the root of the stud.
Mounting of beam formwork assembly
1. When the beam formwork assembly is installed, the beam bottom formwork 210 is installed firstly, one side of the beam bottom formwork 210 is erected on the supported inner wall formwork 110, a C-shaped connecting groove is installed between the two beam bottom formworks 210, the beam bottom formwork 210 is connected with the connecting groove through bolts, a reinforcing steel pipe is welded in the connecting groove, and the reinforcing steel pipe extends out of the groove by 20 cm.
2. The bottom support 500 is supported at the bottom of the beam bottom formwork 210, the adjusting pipe 520 is a steel pipe with a diameter of 48 × 3.0, the fixing pipe 530 is a steel pipe with a diameter of 60 × 2.5, one end of the adjusting pipe 520 is fixed at the bottom of the beam bottom formwork 210 through the early dismantling head 510, and the other end of the adjusting pipe 520 is inserted into the fixing pipe 520 and fixed through a bolt.
3. And (3) mounting the beam side templates 220, assembling according to the numbers during pre-assembly, connecting the beam side templates 220 with the beam bottom template 210 by using bolts, mounting angle templates at the upper ends of the templates 220 at two sides, and connecting the angle templates with the floor slab keel.
4. And (3) installing a keel of the floor slab, installing the keel before installing the floor slab, erecting two ends of the keel on the installed beam or angle template, and connecting the keel and the keel by adopting a meteor hammer.
5. And (5) erecting a steel upright post support.
After the template device is installed in place, the perpendicularity of the template device is adjusted by using the adjustable inclined supports 310, and the horizontal elevation of the template device is adjusted by using the bottom supports 500; and after the concrete pouring is finished and the strength of the concrete wall body reaches the strength specified by form removal, removing the wall column formwork assembly and the beam formwork assembly in sequence, and quickly entering the next layer of circular construction.
Claims (10)
1. Template device based on BIM, its characterized in that: the wall column formwork assembly comprises a wall column formwork assembly, a beam formwork assembly and a supporting assembly; the beam formwork assembly is arranged in the wall column formwork assembly, and the support assembly is movably connected with the wall column formwork assembly; the beam formwork assembly comprises beam bottom formworks (210), beam side formworks (220) and a floor keel, the beam side formworks (220) are arranged around the periphery of the floor keel and are fixedly connected with the floor keel, and at least two beam bottom formworks (210) are fixedly connected to the bottom of the beam side formworks (220).
2. The BIM-based template device of claim 1, wherein: a connecting groove is formed between every two adjacent beam bottom templates (210), the beam bottom templates (210) are fixedly connected with the connecting groove through bolts, and reinforcing steel pipes are welded in the connecting grooves.
3. The BIM-based template device of claim 1, wherein: the beam bottom template (210) and the beam side template (220) are fixedly connected through bolts.
4. The BIM-based template device of claim 1, wherein: the wall column formwork assembly comprises inner wall formworks (110), split bolts (120) and back ridges (130), the four inner wall formworks (110) are arranged on the outer sides of the beam side formworks (220) and surround the beam formwork assembly from the periphery, and the oppositely arranged inner wall formworks (110) are connected through a plurality of rows of split bolts (120); a plurality of back ridges (130) are disposed on the outer side of the interior wall form (110) and connected to the support members.
5. The BIM-based template device of claim 4, wherein: the number of the split bolts (120) is six, and the six split bolts (120) are arranged in parallel along the height direction of the inner wall formwork (110).
6. The BIM-based template device of claim 4, wherein: and a presser foot batten is additionally arranged at the bottom of the inner wall template (110) for fixing.
7. The BIM-based template device of claim 4, wherein: the supporting component comprises two adjustable inclined supports (310) with different lengths, one end of each adjustable inclined support (310) is rotatably connected with the back edge (130), and the other end of each adjustable inclined support is rotatably connected with a fixed seat (400) fixed on the ground.
8. The BIM-based template device of claim 7, wherein: the adjustable inclined support (310) consists of an internal threaded pipe (311) and two external threaded rods (312), the two external threaded rods (312) are respectively and rotatably connected with the back ridge (130) and the fixed seat (400) through rotating shafts, and two ends of the internal threaded pipe (311) are respectively in threaded connection with the two external threaded rods (312); a handle (313) is fixed on the internal thread tube (311).
9. The BIM-based template device of claim 1, wherein: the beam bottom formwork structure is characterized by further comprising at least one bottom support (500) vertically connected to the bottom of the beam bottom formwork (210), wherein the bottom support (500) is connected to the bottom of the beam bottom formwork (210) through an early dismantling head (510); bottom sprag (500) comprise regulation pipe (520) and fixed pipe (530), are equipped with a plurality of regulation holes (521) of arranging along regulation pipe (520) length direction on regulation pipe (520), and fixed pipe (530) is vertical to be fixed on the ground basis, and regulation pipe (520) insert in fixed pipe (530) and through the latch connection.
10. The BIM-based template device according to any one of claims 1 to 9, wherein: the beam bottom template (210) and the beam side template (220) are aluminum templates designed by adopting a BIM modeling tool.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202011565666.3A CN112709430A (en) | 2020-12-25 | 2020-12-25 | Template device based on BIM |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202011565666.3A CN112709430A (en) | 2020-12-25 | 2020-12-25 | Template device based on BIM |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN112709430A true CN112709430A (en) | 2021-04-27 |
Family
ID=75546716
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202011565666.3A Pending CN112709430A (en) | 2020-12-25 | 2020-12-25 | Template device based on BIM |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN112709430A (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113374250A (en) * | 2021-07-14 | 2021-09-10 | 晟通科技集团有限公司 | Column formwork structure and formwork system |
| CN114150861A (en) * | 2021-11-19 | 2022-03-08 | 上海建工二建集团有限公司 | Template back frame and construction method thereof |
| CN114876214A (en) * | 2022-06-15 | 2022-08-09 | 中国十九冶集团有限公司 | High-precision steel structure upright post installation precision control device |
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| CN106013803A (en) * | 2016-07-04 | 2016-10-12 | 浙江谊科建筑技术发展有限公司 | Installing process of aluminum formwork |
| CN206513015U (en) * | 2016-11-29 | 2017-09-22 | 中铁上海工程局集团有限公司 | The aluminum alloy mould plate mechanism that building floor is constructed is used for based on BIM technology |
| CN108894488A (en) * | 2018-06-05 | 2018-11-27 | 中国十七冶集团有限公司 | A kind of construction method of Novel section steel keel steel and wood composite template |
| CN109577639A (en) * | 2018-12-28 | 2019-04-05 | 山西五建集团有限公司 | Exterior wall protects mould integrated board and aluminum alloy mould plate combined system construction method |
| CN110273539A (en) * | 2018-03-13 | 2019-09-24 | 新疆苏中建设工程有限公司 | A kind of combination set shaped steel formwork and its modeling method |
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2020
- 2020-12-25 CN CN202011565666.3A patent/CN112709430A/en active Pending
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|---|---|---|---|---|
| CN106013803A (en) * | 2016-07-04 | 2016-10-12 | 浙江谊科建筑技术发展有限公司 | Installing process of aluminum formwork |
| CN206513015U (en) * | 2016-11-29 | 2017-09-22 | 中铁上海工程局集团有限公司 | The aluminum alloy mould plate mechanism that building floor is constructed is used for based on BIM technology |
| CN110273539A (en) * | 2018-03-13 | 2019-09-24 | 新疆苏中建设工程有限公司 | A kind of combination set shaped steel formwork and its modeling method |
| CN108894488A (en) * | 2018-06-05 | 2018-11-27 | 中国十七冶集团有限公司 | A kind of construction method of Novel section steel keel steel and wood composite template |
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Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113374250A (en) * | 2021-07-14 | 2021-09-10 | 晟通科技集团有限公司 | Column formwork structure and formwork system |
| CN114150861A (en) * | 2021-11-19 | 2022-03-08 | 上海建工二建集团有限公司 | Template back frame and construction method thereof |
| CN114876214A (en) * | 2022-06-15 | 2022-08-09 | 中国十九冶集团有限公司 | High-precision steel structure upright post installation precision control device |
| CN114876214B (en) * | 2022-06-15 | 2023-07-25 | 中国十九冶集团有限公司 | High-precision steel structure upright post installation precision control device |
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Application publication date: 20210427 |