CN116201361A - Integrated cast-in-situ formwork structure and construction method of continuous wall formwork - Google Patents
Integrated cast-in-situ formwork structure and construction method of continuous wall formwork Download PDFInfo
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- CN116201361A CN116201361A CN202310050062.2A CN202310050062A CN116201361A CN 116201361 A CN116201361 A CN 116201361A CN 202310050062 A CN202310050062 A CN 202310050062A CN 116201361 A CN116201361 A CN 116201361A
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- 238000009415 formwork Methods 0.000 title claims abstract description 50
- 238000010276 construction Methods 0.000 title claims abstract description 36
- 238000011065 in-situ storage Methods 0.000 title claims abstract description 8
- 239000004567 concrete Substances 0.000 claims abstract description 56
- 238000000034 method Methods 0.000 claims description 6
- 230000002787 reinforcement Effects 0.000 claims description 5
- 230000000694 effects Effects 0.000 description 3
- 229910052751 metal Inorganic materials 0.000 description 3
- 239000002184 metal Substances 0.000 description 3
- 229910000831 Steel Inorganic materials 0.000 description 2
- 238000010009 beating Methods 0.000 description 2
- 238000009434 installation Methods 0.000 description 2
- 230000004048 modification Effects 0.000 description 2
- 238000012986 modification Methods 0.000 description 2
- 239000010959 steel Substances 0.000 description 2
- 229910052782 aluminium Inorganic materials 0.000 description 1
- XAGFODPZIPBFFR-UHFFFAOYSA-N aluminium Chemical compound [Al] XAGFODPZIPBFFR-UHFFFAOYSA-N 0.000 description 1
- 230000000712 assembly Effects 0.000 description 1
- 238000000429 assembly Methods 0.000 description 1
- 230000004888 barrier function Effects 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 238000009435 building construction Methods 0.000 description 1
- 238000005266 casting Methods 0.000 description 1
- 238000005336 cracking Methods 0.000 description 1
- 238000007689 inspection Methods 0.000 description 1
- 239000000463 material Substances 0.000 description 1
- 239000011178 precast concrete Substances 0.000 description 1
- 239000011150 reinforced concrete Substances 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
- 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
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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
- E04G11/20—Movable forms; Movable forms for moulding cylindrical, conical or hyperbolical structures; Templates serving as forms for positioning blocks or the like
- E04G11/34—Horizontally-travelling moulds for making walls blockwise or section-wise
-
- 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
-
- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
- Y02E—REDUCTION OF GREENHOUSE GAS [GHG] EMISSIONS, RELATED TO ENERGY GENERATION, TRANSMISSION OR DISTRIBUTION
- Y02E10/00—Energy generation through renewable energy sources
- Y02E10/20—Hydro energy
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- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Mechanical Engineering (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
Abstract
The invention discloses an integrated cast-in-situ formwork structure which comprises a formwork, a movable supporting component and a fixed supporting component, wherein the fixed supporting component is fixed with the formwork, the movable supporting component is detachably connected with the formwork through a connecting piece, when a concrete structure reaches a preset condition, the fixed supporting component supports the formwork, and the movable supporting component is separated from the formwork and moves to the next concrete construction section. The invention can shorten the setting time of the concrete movable supporting component and shorten the construction period.
Description
Technical Field
The invention relates to an integrated cast-in-situ template structure and a construction method of a continuous wall template comprising the template structure.
Background
Among various projects, reinforced concrete structures include precast concrete and cast-in-place concrete, and cast-in-place concrete structures have good overall performance and rigidity, so most projects generally employ cast-in-place concrete structures as a whole. The cast-in-place concrete engineering generally comprises a template system, a supporting system, a connecting system and a fastening system, wherein the template system mainly comprises a steel template, an aluminum template and an assembled template, the supporting system comprises various scaffolds for supporting the template, supporting columns and the like, the connecting system comprises connecting members for connecting the single template into the system, the fastening system comprises lacing wires, ribs and the like, and the fastening system is mainly used for ensuring that the template is not deformed in the casting process and avoiding the expansion of the template and the like. In cast-in-place concrete, the system is usually erected one by one in a manual mode, the mould is removed after the structure pouring is completed, and the system is erected again at the next position, so that the working procedures are numerous, and the construction period is long. In order to reduce the working procedures and the workload, part or all of the systems erected on site are processed and assembled in factories, the whole system is transported to a construction site for concreting or can be simply assembled for concreting, and the integrated form can be directly moved to the next position for concreting after being disassembled, so that the integrated movable form structure is used in tunnel concrete engineering construction, partial high-rise building construction and other engineering. Chinese patent publication No. CN112609964a discloses a movable formwork assembly and construction method of building formwork, which effectively reduces construction process by integrating the formwork and support. The template disclosed in the patent document adopts the trolley to transfer and carry out continuous construction, and the template can be carried out after waiting for the removal of the formwork of the previous section of concrete structure before the next section of construction, so that the construction period is long.
Disclosure of Invention
In view of the above shortcomings, the invention aims to provide an integrated cast-in-situ formwork, which is characterized in that an independent movable supporting component and a fixed supporting component fixed with the formwork are arranged, the movable supporting component and the formwork are detachably fixed, and after concrete is primarily hardened, the movable supporting component and the formwork are separated and moved to the next section and are combined with another formwork for pouring, so that the construction period is shortened.
The integrated cast-in-situ formwork structure comprises a formwork, a movable supporting component and a fixed supporting component, wherein the fixed supporting component is fixed with the formwork, the movable supporting component is detachably connected with the formwork through a connecting piece, when a concrete structure reaches a preset condition, the fixed supporting component supports the formwork, and the movable supporting component is separated from the formwork and moves to a next concrete construction section.
Further, the movable supporting component comprises a supporting frame, the supporting frame comprises a transverse rib and/or a longitudinal rib, a connecting piece is fixed on the back of the template, and the connecting piece and the supporting frame are detachably fixed through bolts, so that the transverse rib and/or the longitudinal rib is supported on the back of the template.
Further, one end of the support frame is hinged to the base, the base comprises a movable wheel and a hydraulic support rod, and one end of the hydraulic support rod is movably connected with the support frame.
Further, the two ends of the template are fixed with the transverse plates, grooves are formed in the inner walls of the transverse plates, the tail ends of the supporting frames are fixed with limiting ribs matched with the grooves, and the limiting ribs are fixed with the supporting frames through adjustable supporting rods.
Further, the fixed support assembly comprises an inclined support rod, one end of the inclined support rod is movably connected with the end part of the transverse plate at the upper end of the template, and the length of the transverse plate at the upper end of the template is larger than the width of the support frame.
Further, the template structure further comprises lacing wires, threads are arranged at two ends of the lacing wires, a threaded pipe is connected to the template, and two ends of the lacing wires are respectively in threaded connection with the threaded pipe on the template.
Further, the template is provided with a hole, the threaded pipe comprises a wing plate, the back side of the hole is provided with a baffle, the threaded pipe passes through the hole and the baffle limits the wing plate to enable the threaded pipe to only perform rotary motion.
The invention also comprises a construction method of the concrete continuous wall form, which comprises the form structure and comprises the following steps:
s1: transporting the mobile support assembly and template to a target location;
s2: connecting the template with the movable supporting component, aligning and matching the template with the movable supporting component, and fixing a connecting piece of the template with the movable supporting component by using a bolt; adjusting the limit strips to enable the limit ribs to be matched with the grooves of the transverse plates;
s3: the hydraulic device is controlled to vertically erect the support frame communicated with the templates on the ground, and after the support frame is placed in a reinforcement cage, the templates on two sides are connected by using lacing wires, and an inclined support rod is arranged;
s4: when the concrete structure is poured and reaches a preset condition, loosening bolts on the connecting piece, controlling the limit ribs to shrink so as to separate the limit ribs from the grooves, controlling the base to horizontally move in a direction away from the template, enabling the movable supporting component to be separated from contact with the template, and then moving to the next construction section;
s5: and (5) repeating the steps S1 to S4 to finish the construction of the concrete continuous wall.
Further, the step S4 further includes removing the template: when the concrete structure meets the form removal condition, the fixed support assembly is partially loosened, the threaded pipe is controlled to rotate, the threaded pipe drives the template to be separated from the concrete structure, the fixed support assembly and the template are removed, and the removed template is recycled to the step S1.
The beneficial effects of the invention are as follows:
(1) After the concrete is poured, the strength of the concrete is gradually improved along with the time, in a non-bearing concrete structure, when the surface of the concrete structure is hardened, the structure has certain strength, the formwork is mainly used for maintaining the shape of the concrete surface, avoiding cracking, avoiding the situation of the central concrete expanding formwork and the like, and at the moment, the formwork is only supported by partial support and the formwork, the formwork is mainly supported by the movable support assembly and the fixed support assembly, and when the concrete structure is hardened or the strength of the concrete structure reaches a preset target, the integral or integrated movable support assembly is separated from the formwork, and other formwork assemblies are combined with the movable support assembly for the next construction, so that the construction period is shortened.
(2) In the concrete embodiment of the invention, the tie bars which are free from being removed are arranged, the tie bars can be fixed with the reinforcement cage to be used as transverse bars, the strength of the concrete structure is improved, when the template is removed, the template is separated from the concrete structure by rotating the threaded pipe by utilizing the characteristic that the threaded pipe is connected with the template, and the damage to the surface of the concrete caused by beating and removing is avoided.
Drawings
FIG. 1 is a schematic side view of an embodiment embodying the present invention;
FIG. 2 is a rear view of FIG. 1;
FIG. 3 is a schematic side view of a form;
FIG. 4 is a schematic view of an adjustable stop rib;
fig. 5 is a schematic longitudinal sectional view of a threaded pipe combined with tie bars and templates.
Reference numerals illustrate: 1. a template; 101. a transverse plate; 102. a groove; 103. a baffle; 2. a moving support assembly; 201. a base; 202. a support frame; 203. transverse ribs; 204. longitudinal ribs; 205. a universal wheel; 206. a hydraulic support rod; 207. support legs; 208. a limit rib; 209. an adjustable support bar; 210. a solenoid; 211. a screw; 3. a fixed support assembly; 4. a connecting piece; 5. lacing wires; 6. a threaded tube; 601. a wing plate; 7. and (5) embedding the parts.
Detailed Description
In order to further describe the technical means and effects adopted by the present invention for achieving the intended purpose, the following detailed description will refer to the specific implementation, structure, characteristics and effects according to the present invention with reference to the accompanying drawings and preferred embodiments.
Referring to fig. 1 to 5, an integrated cast-in-situ formwork structure of the present invention includes a formwork 1, a movable support assembly 2 and a fixed support assembly 3, the fixed support assembly 3 is fixed to the formwork 1, the movable support assembly 2 is detachably connected to the formwork 1 through a connection member 4, when a concrete structure reaches a predetermined condition, the formwork 1 is supported by the fixed support assembly 3, and the movable support assembly 2 is separated from the formwork 1 and moved to a next concrete construction section. In this embodiment, the form 1 is usually a metal form customized according to engineering and processed in a factory, or other material forms, the back of the form 1 is prefabricated with a connecting piece 4, such as a perforated metal strip, the fixed support component 3 includes an inclined support rod, one end of the inclined support rod is used to prop up on the ground, the other end is movably connected with the form 1 through a pin, the movable support component 2 includes a support frame 202 and a base 201, the support frame 202 includes a transverse rib 203 and/or a longitudinal rib 204, the transverse rib 203 or the longitudinal rib 204 is provided with a hole, the metal strip and the transverse rib 203 or the hole on the longitudinal rib 204 are detachably fixed through a bolt and a nut, and of course, the support frame 202 can also be provided with a connecting piece matched with the connecting piece of the form to connect, when the connecting piece 4 fixes the form 1 and the support frame 202, the transverse rib 203 and/or the longitudinal rib 204 are supported on the back of the form 1. Before the concrete structure is poured, the movable supporting component 2 is fixed with the connecting piece 4 of the template 1, the supporting frame 202 and the template 1 are vertically erected, the inclined supporting rod is supported in place, the movable supporting component 2 is supported in place, a reinforcement cage is put in, the templates 1 on two sides are tensioned by the lacing wires 5, and the concrete is poured after the inspection is qualified. When the concrete structure surface hardens or reaches a preset condition such as a preset strength, the movable support assembly 2 is separated from the formwork 1 and moved to the next stage. In this embodiment, the back of the template 1 may be further provided with a telescopic support bar, and the support frame 202 is provided with a groove for placing the support bar, so that the support bar is inclined to improve the supporting force of the fixed support assembly 3 after the movable support assembly 2 is separated from the template 1.
In the above embodiment, referring to fig. 1, the movable supporting assembly 2 further includes a base 201, one end of a supporting frame 202 is hinged on the base 201, the base 201 includes a movable wheel and a hydraulic supporting rod 206, one end of the hydraulic supporting rod 206 is movably connected with the supporting frame 202, in this embodiment, the base 201 is sized such that the supporting frame 202 is retracted on the base 201, the base 201 and the hydraulic supporting rod 206 can adopt a structure similar to a dump truck such that the supporting frame 202 can be completely laid on the base 201 for convenient transportation, the hydraulic supporting rod 206 facilitates the supporting of the supporting frame 202 and the template 1, the movable wheel below the base 201 can adopt a universal wheel 205 or a wheel rail system without the aid of a crane for installation, the base 201 is further provided with a supporting leg 207 with an adjustable height, the supporting leg 207 includes a supporting disc below the supporting leg 207, and the supporting leg 207 can adopt a hydraulic system for adjusting the height.
In the above embodiment, referring to fig. 1 and 2, the two ends of the formwork 1 are fixed with the transverse plates 101, the upper end is an upper transverse plate, the lower end is a lower transverse plate, the inner wall of the transverse plate 101 is provided with the groove 102, the end of the supporting frame 202 is fixed with the limiting rib 208 matched with the groove 102, the limiting rib 208 is fixed with the supporting frame 202 through the adjustable supporting rod 209, the lower transverse plate is also used for fixing with the ground embedded assembly through bolt fixing or other modes, referring to fig. 5, the adjustable supporting rod 209 includes a screw 210 and a screw 211, the screw threads of the corresponding screws 211 at the two ends of the screw 210 are opposite, and the two ends of the screw 6 are provided with the screw threads matched with the corresponding screws 211, so that the length of the adjustable supporting rod 209 can be adjusted by rotating the screw 6, and of course, the adjustable supporting rod 209 can also be replaced by a hydraulic supporting rod or an electric telescopic rod, and is more intelligent and more convenient to operate. In this embodiment, the length of the adjustable support rod 209 can be shortened during installation, the limiting rib 208 is placed in the groove 102, and then the length of the adjustable support rod is extended, so that the limiting rib 208 and the groove 102 cooperate to fix the template 1 and the support frame 202 more firmly.
In the above embodiment, referring to fig. 1, one end of the diagonal brace is movably connected to the end of the transverse plate 101 at the upper end of the form 1, where the transverse plate 101 at the upper end of the form 1, that is, the upper transverse plate 101 has a width greater than that of the support frame 202, and the width refers to a shorter side in the horizontal direction, which has the effect that the connection member 4 of the form 1, the telescopic brace at the back of the form 1, and the like form a barrier or contact limiting movement of the support frame 202, and when the width of the upper transverse plate 101 is greater, the space between the diagonal brace and the support frame 202 is greater, the movable support assembly 2 can move in the diagonal brace direction, so that the support frame 202 is out of contact with the form 1, and the attachment on the form 1 such as the connection member 4 does not affect the support frame 202, so that the movable support assembly 2 can move in a preset manner.
In the above embodiment, referring to fig. 1, 3 and 4, the template structure further includes a tie 5, where the tie 5 may be a custom-made steel bar with threads at two ends, the two ends of the tie 5 are respectively screwed with the threaded tube 6 on the template 1, the template 1 is provided with a hole, the threaded tube 6 includes a wing plate 601, the back side of the hole is provided with a baffle 103, the threaded tube 6 passes through the hole and the baffle 103 limits the wing plate 601 so that the threaded tube 6 only performs a rotational motion. The threaded pipe 6 partially penetrates into the concrete structure, so that the threaded pipe 6 cannot rotate after the concrete structure is hardened, a dismantling-free sleeve can be sleeved on the outer side of the threaded pipe 6, the threaded pipe 6 rotates to enable the threaded pipe 6 to drive the template 1 to be separated from the concrete, and the concrete surface is prevented from being damaged by beating the concrete.
The invention also discloses a construction method of the concrete continuous wall form 1 system, which comprises the form 1 structure and comprises the following steps:
s1: transporting the mobile support assembly 2 and the template 1 to a target position, and lowering the support legs 207 of the base 201;
s2: connecting the template 1 with the movable supporting component 2, aligning and matching the template 1 with the movable supporting component 2, and fixing a connecting piece 4 of the template 1 with the movable supporting component 2 by using bolts; adjusting the adjustable support bar 209 such that the limit rib 208 mates with the recess 102 of the transverse plate 101;
s3: controlling a hydraulic device to erect a support frame 202 and a template 1 on the ground vertically, adjusting the height of a support leg 207 of a base 201 to enable the lower end of the template 1 to be placed on the basis of a concrete structure, placing a transverse plate 101 at the lower end of the template 1 on an embedded part 7, fixing the transverse plate 101 at the lower end of the template 1 and the ground embedded part 7 by bolts, placing a reinforcement cage, connecting the templates 1 at two sides by using tie bars 5, and arranging an inclined support bar;
s4: when the pouring of the concrete structure is completed and the concrete structure reaches a preset condition, loosening the bolts on the connecting piece 4, controlling the limit ribs 208 to shrink so as to separate the limit ribs 208 from the grooves 102, controlling the base 201 to horizontally move in a direction away from the template 1, separating the movable supporting component 2 from contact with the template 1, and then moving to the next construction section;
s5: and (5) repeating the steps S1 to S4 to finish the construction of the concrete continuous wall.
In the above embodiment, step S4 further includes removing the form 1: when the concrete structure meets the form removal condition, the inclined support rod is partially loosened, the threaded pipe 6 is controlled to rotate, the threaded pipe 6 drives the form 1 to be separated from the concrete structure, the fixed support assembly 3 and the form 1 are removed, and the removed form 1 is recycled to the step S1.
The present invention is not limited to the above embodiments, but is capable of modification and variation in detail, and other modifications and variations can be made by those skilled in the art without departing from the scope of the present invention.
Claims (9)
1. An integrated cast-in-situ template structure, includes template, its characterized in that: the concrete construction section is characterized by further comprising a movable supporting component and a fixed supporting component, wherein the fixed supporting component is fixed with the formwork, the movable supporting component is detachably connected with the formwork through a connecting piece, when the concrete structure reaches a preset condition, the formwork is supported by the fixed supporting component, and the movable supporting component is separated from the formwork and moves to the next concrete construction section.
2. An integrated cast-in-place formwork construction as in claim 1, wherein: the movable supporting component comprises a supporting frame, the supporting frame comprises a transverse rib and/or a longitudinal rib, a connecting piece is fixed on the back of the template, and the connecting piece and the supporting frame are detachably fixed through bolts, so that the transverse rib and/or the longitudinal rib is supported on the back of the template.
3. An integrated cast-in-place formwork construction as in claim 2, wherein: one end of the support frame is hinged to the base, the base comprises a movable wheel and a hydraulic support rod, and one end of the hydraulic support rod is movably connected with the support frame.
4. An integrated cast-in-place formwork construction as in claim 2 or 3, wherein: the two ends of the template are fixed with transverse plates, grooves are formed in the inner walls of the transverse plates, the tail ends of the supporting frames are fixed with limiting ribs matched with the grooves, and the limiting ribs are fixed with the supporting frames through adjustable supporting rods.
5. The integrated cast-in-place formwork construction as in claim 4, wherein: the fixed support assembly comprises an inclined support rod, one end of the inclined support rod is movably connected with the end part of the transverse plate at the upper end of the template, and the length of the transverse plate at the upper end of the template is greater than the width of the support frame.
6. An integrated cast-in-place formwork construction as in claim 1 or 2 or 3 or 5, wherein: the template structure further comprises a lacing wire, threads are arranged at two ends of the lacing wire, a threaded pipe is connected to the template, and two ends of the lacing wire are respectively in threaded connection with the threaded pipe on the template.
7. The integrated cast-in-place formwork construction as in claim 6, wherein: the template is provided with a hole, the threaded pipe comprises a wing plate, a baffle is arranged on the back side of the hole, the threaded pipe penetrates through the hole and the baffle limits the wing plate to enable the threaded pipe to only rotate.
8. A method of constructing a concrete continuous wall form comprising the form construction of claim 5, wherein: the method comprises the following steps:
s1: transporting the mobile support assembly and template to a target location;
s2: connecting the template with the movable supporting component, aligning and matching the template with the movable supporting component, and fixing a connecting piece of the template with the movable supporting component by using a bolt; adjusting the limit strips to enable the limit ribs to be matched with the grooves of the transverse plates;
s3: the hydraulic device is controlled to vertically erect the support frame communicated with the templates on the ground, and after the support frame is placed in a reinforcement cage, the templates on two sides are connected by using lacing wires, and an inclined support rod is arranged;
s4: when the concrete structure is poured and reaches a preset condition, loosening bolts on the connecting piece, controlling the limit ribs to shrink so as to separate the limit ribs from the grooves, controlling the base to horizontally move in a direction away from the template, enabling the movable supporting component to be separated from contact with the template, and then moving to the next construction section;
s5: and (5) repeating the steps S1 to S4 to finish the construction of the concrete continuous wall.
9. The construction method of the concrete continuous wall form according to claim 8, wherein: the method comprises the following steps: the step S4 further includes the step of removing the template: when the concrete structure meets the form removal condition, the fixed support assembly is partially loosened, the threaded pipe is controlled to rotate, the threaded pipe drives the template to be separated from the concrete structure, the fixed support assembly and the template are removed, and the removed template is recycled to the step S1.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202310050062.2A CN116201361A (en) | 2023-02-01 | 2023-02-01 | Integrated cast-in-situ formwork structure and construction method of continuous wall formwork |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202310050062.2A CN116201361A (en) | 2023-02-01 | 2023-02-01 | Integrated cast-in-situ formwork structure and construction method of continuous wall formwork |
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| Publication Number | Publication Date |
|---|---|
| CN116201361A true CN116201361A (en) | 2023-06-02 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202310050062.2A Pending CN116201361A (en) | 2023-02-01 | 2023-02-01 | Integrated cast-in-situ formwork structure and construction method of continuous wall formwork |
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| CN (1) | CN116201361A (en) |
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| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN2797508Y (en) * | 2005-05-10 | 2006-07-19 | 魏炜 | Guiding rolling sliding form |
| KR101539447B1 (en) * | 2014-09-30 | 2015-08-06 | 서보산업 주식회사 | Beam form easy to removal and method for constructing the same |
| CN206246129U (en) * | 2016-11-09 | 2017-06-13 | 湖南五新模板有限公司 | A kind of hydraulic template trolley for pouring construction after rail against the wind road |
| CN107313589A (en) * | 2017-08-04 | 2017-11-03 | 上海建工五建集团有限公司 | Outer wall of basement one side steel form support system and its construction method |
| CN206722404U (en) * | 2017-03-30 | 2017-12-08 | 中建五局第三建设有限公司 | A kind of narrow end wall single side formwork horizontal reinforcing device |
| CN108952215A (en) * | 2018-07-27 | 2018-12-07 | 徽都建设有限公司 | A kind of formwork support structure of concrete cast-in-situ construction |
| CN216587710U (en) * | 2021-12-20 | 2022-05-24 | 深圳市胜德建筑科技有限公司 | Modular anti-bank reinforced structure of aluminum alloy template |
| CN217602103U (en) * | 2022-04-14 | 2022-10-18 | 中国水利水电第五工程局有限公司 | Quick dismounting device of shear wall structure construction is built in room |
-
2023
- 2023-02-01 CN CN202310050062.2A patent/CN116201361A/en active Pending
Patent Citations (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN2797508Y (en) * | 2005-05-10 | 2006-07-19 | 魏炜 | Guiding rolling sliding form |
| KR101539447B1 (en) * | 2014-09-30 | 2015-08-06 | 서보산업 주식회사 | Beam form easy to removal and method for constructing the same |
| CN206246129U (en) * | 2016-11-09 | 2017-06-13 | 湖南五新模板有限公司 | A kind of hydraulic template trolley for pouring construction after rail against the wind road |
| CN206722404U (en) * | 2017-03-30 | 2017-12-08 | 中建五局第三建设有限公司 | A kind of narrow end wall single side formwork horizontal reinforcing device |
| CN107313589A (en) * | 2017-08-04 | 2017-11-03 | 上海建工五建集团有限公司 | Outer wall of basement one side steel form support system and its construction method |
| CN108952215A (en) * | 2018-07-27 | 2018-12-07 | 徽都建设有限公司 | A kind of formwork support structure of concrete cast-in-situ construction |
| CN216587710U (en) * | 2021-12-20 | 2022-05-24 | 深圳市胜德建筑科技有限公司 | Modular anti-bank reinforced structure of aluminum alloy template |
| CN217602103U (en) * | 2022-04-14 | 2022-10-18 | 中国水利水电第五工程局有限公司 | Quick dismounting device of shear wall structure construction is built in room |
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