CN111550082A - Concrete form strutting arrangement for building engineering - Google Patents
Concrete form strutting arrangement for building engineering Download PDFInfo
- Publication number
- CN111550082A CN111550082A CN202010547415.6A CN202010547415A CN111550082A CN 111550082 A CN111550082 A CN 111550082A CN 202010547415 A CN202010547415 A CN 202010547415A CN 111550082 A CN111550082 A CN 111550082A
- Authority
- CN
- China
- Prior art keywords
- guide ring
- sliding sleeve
- supporting
- concrete form
- regulation pole
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Granted
Links
- 239000002131 composite material Substances 0.000 claims description 11
- 238000010276 construction Methods 0.000 claims description 11
- 230000007246 mechanism Effects 0.000 claims description 6
- 239000000835 fiber Substances 0.000 claims description 5
- 238000004519 manufacturing process Methods 0.000 claims description 2
- 238000009415 formwork Methods 0.000 abstract description 22
- 239000000203 mixture Substances 0.000 abstract description 9
- 238000009435 building construction Methods 0.000 abstract 1
- 230000003068 static effect Effects 0.000 description 4
- 229910000831 Steel Inorganic materials 0.000 description 3
- 210000005069 ears Anatomy 0.000 description 3
- 239000010959 steel Substances 0.000 description 3
- 238000005452 bending Methods 0.000 description 2
- 239000003795 chemical substances by application Substances 0.000 description 2
- 230000000694 effects Effects 0.000 description 2
- 238000004064 recycling Methods 0.000 description 2
- 230000002787 reinforcement Effects 0.000 description 2
- 230000007306 turnover Effects 0.000 description 2
- 230000000712 assembly Effects 0.000 description 1
- 238000000429 assembly Methods 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 230000008094 contradictory effect Effects 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 238000012795 verification Methods 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
- E04G25/00—Shores or struts; Chocks
- E04G25/02—Shores or struts; Chocks non-telescopic
-
- 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
- E04G13/023—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 with means for modifying the sectional dimensions
-
- 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
-
- 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
-
- 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
- E04G2025/003—Supports therefor, e.g. tripods
-
- 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
- E04G2025/006—Heads therefor, e.g. pivotable
Landscapes
- 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 a concrete formwork supporting device for constructional engineering, which relates to the technical field of building construction equipment, and comprises a guide ring and 4 adjustable supporting components, wherein the adjustable supporting components are arranged on the guide ring; adjustable supporting component includes sliding sleeve, base, altitude mixture control frame, first rotation joint, horizontal spacing regulation pole, second rotation joint and a backplate, be provided with the through-hole on the axis of sliding sleeve, the through-hole can supply the guide ring to pass, the sliding sleeve passes through-hole and guide ring sliding connection, altitude mixture control frame one end is connected with the bottom of sliding sleeve, the one end that the sliding sleeve was kept away from to the altitude mixture control frame is connected with the base, has the supporting operation demand that supports the body that adapts to different shapes, accomplishes the advantage of various special-shaped posts, the figurative supporting operation of non-standard.
Description
Technical Field
The invention belongs to the technical field of construction equipment, and particularly relates to a concrete formwork supporting device for constructional engineering.
Background
In the building engineering, the concrete formwork support is an important link, and the quality of the concrete formwork support directly influences the stability and safety of a building structure. In the prior art, the concrete formwork support generally adopts a formwork and steel pipe frame support, the support mode has large workload and high requirement on the proficiency of workers, particularly the formwork support during the construction of structural columns consumes time and labor, and the support quality is uneven.
Disclosure of Invention
The invention aims to: the concrete formwork supporting device for the building engineering is provided for solving the problems that in the prior art, the supporting operation of a concrete formwork for the building engineering is large in workload, time-consuming and labor-consuming, and the supporting quality is difficult to guarantee.
The technical scheme adopted by the invention is as follows:
a concrete formwork supporting device for constructional engineering comprises a guide ring and at least 4 adjustable supporting components which are used for supporting concrete in a matched mode, wherein the adjustable supporting components are arranged on the guide ring;
adjustable supporting component includes sliding sleeve, base, altitude mixture control frame, first revolute joint, horizontal spacing regulation pole, second revolute joint and backplate, be provided with the through-hole on the axis of sliding sleeve, the through-hole can supply the guide ring to pass, the sliding sleeve passes through-hole and guide ring sliding connection, altitude mixture control frame one end is connected with the bottom of sliding sleeve, the one end that the sliding sleeve was kept away from to the altitude mixture control frame is connected with the base, first revolute joint sets up the inboard at the sliding sleeve, two tip of horizontal spacing regulation pole rotate the articulate with first revolute joint and second respectively, backplate is connected in second revolute joint.
Preferably, the guide ring is of a detachable structure, two threaded connectors are arranged on the guide ring, and the guide ring is connected into a closed circular ring through the threaded connectors.
Preferably, the upper side and the lower side of the sliding sleeve are also provided with clamping structures used for limiting sliding, and the clamping structures are clamped with the guide ring after the adjustable supporting component is installed in place.
Preferably, the clamping structure is two sets of for relative setting, the clamping structure includes staple bolt, first regulation pole, horizontal strut, second regulation pole, the both ends of horizontal strut are connected with first regulation pole and second regulation pole respectively, first regulation pole is connected with the slip cap, the second is adjusted the pole and is connected with the staple bolt, staple bolt locking when fastening in two upper and lower clamping mechanisms is connected with the guide ring.
Preferably, a layer of anti-skid rubber pad is laid on the inner side surface of the hoop.
Preferably, the base is provided with a pulley which is convenient to move.
Preferably, the supporting and protecting plate is manufactured by processing a composite template.
Preferably, the composite template comprises a core plate and a plate surface, wherein the plate surface is processed and manufactured by a high-molecular anhydrous fiber wrapper.
In summary, due to the adoption of the technical scheme, the invention has the beneficial effects that:
1. the concrete formwork support in the prior art generally adopts formwork and steel pipe frame support, and the support mode has large workload and high requirement on the proficiency of workers, especially the formwork support in the construction of structural columns consumes time and labor, and the support quality is uneven. The scheme of the invention adopts a unique guide ring design, the device is placed at a place where a formwork is to be supported, a corresponding number of adjustable supporting components are selected according to the surface to be supported, after the placement of a reinforcement cage is completed, the device starts to work, the position of the sliding sleeve is adjusted, each supporting plate is in a proper position, after the supporting plates are in place, the height adjusting frame, the first rotating joint, the horizontal spacing adjusting rod and the second rotating joint are locked to keep relatively static, the supporting plates form a closed and fixed supporting body, and then the pouring and supporting are carried out. The scheme can be suitable for supporting operation of supporting bodies in different shapes, the number of the supporting components can be adaptively changed, and supporting operation of various special-shaped columns and non-standard shapes is completed.
2. Because the building site environment is complicated, it is more troublesome to remove, and this scheme further designs into the structure that can remove, utilizes the pulley to remove, has improved the place adaptability of equipment.
3. The existing single supporting and protecting plate is high in single supporting cost and complex in recycling, and aims at the problem, the composite template is adopted in the scheme, the plate core is of a vertical structure, the plate surface is made of a high-molecular anhydrous fiber surface skin, the static bending strength is 4 times higher than the national standard, the elastic modulus is 2 times higher than the national standard, the composite template is impact-resistant, wear-resistant, long in service life, smooth and clean in surface, good in concrete structure, capable of directly achieving the effect of a dry wall, free of using a release agent, free of supporting below, capable of basically automatically demolding, reducing labor cost and demolding loss, capable of achieving 30-50 times of turnover number, customizable, recyclable and low in single use cost.
Drawings
In order to more clearly illustrate the technical solutions of the embodiments of the present invention, the drawings needed to be used in the embodiments will be briefly described below, it should be understood that the following drawings only illustrate some embodiments of the present invention and therefore should not be considered as limiting the scope, and for those skilled in the art, other related drawings can be obtained according to the drawings without inventive efforts.
FIG. 1 is an overall block diagram of the present invention;
FIG. 2 is a schematic structural view of an adjustable support assembly of the present invention;
FIG. 3 is an enlarged view of the clamping mechanism of the present invention;
the labels in the figure are: 1-guide ring, 11-threaded joint, 2-adjustable support component, 21-sliding sleeve, 22-base, 23-height adjusting frame, 24-first rotating joint, 25-horizontal spacing adjusting rod, 26-second rotating joint, 27-supporting plate, 28-through hole, 29-clamping structure, 291-hoop, 292-first adjusting rod, 293-horizontal supporting rod and 294-second adjusting rod.
Detailed Description
In order to make the objects, technical solutions and advantages of the embodiments of the present invention clearer, the technical solutions in the embodiments of the present invention will be clearly and completely described below with reference to the drawings in the embodiments of the present invention, and it is obvious that the described embodiments are some, but not all, embodiments of the present invention. The components of embodiments of the present invention generally described and illustrated in the figures herein may be arranged and designed in a wide variety of different configurations.
Thus, the following detailed description of the embodiments of the present invention, presented in the figures, is not intended to limit the scope of the invention, as claimed, but is merely representative of selected embodiments of the invention. All other embodiments, which can be derived by a person skilled in the art from the embodiments given herein without making any creative effort, shall fall within the protection scope of the present invention.
It should be noted that: reference numerals and letters in the specification denote similar items in the following drawings, and thus, once an item is defined in one drawing, it is not necessary to further define and explain it in the following drawings.
In the description of the present invention, it should be noted that the terms "center", "upper", "lower", "left", "right", "vertical", "horizontal", "inner", "outer", etc. indicate orientations or positional relationships based on the orientations or positional relationships shown in the drawings or the orientations or positional relationships that the products of the present invention usually place when in use, and are simply used for simplifying the description of the present invention, but do not indicate or imply that the devices or elements indicated must have a specific orientation, be constructed in a specific orientation, and be operated, and thus should not be construed as limiting the present invention. Furthermore, the terms "first," "second," "third," and the like are used solely to distinguish one from another and are not to be construed as indicating or implying relative importance.
Furthermore, the terms "horizontal", "vertical" and the like do not imply that the components are required to be absolutely horizontal or pendant, but rather may be slightly inclined. For example, "horizontal" merely means that the direction is more horizontal than "vertical" and does not mean that the structure must be perfectly horizontal, but may be slightly inclined.
In the description of the present invention, it should also be noted that, unless otherwise explicitly specified or limited, the terms "disposed," "mounted," "connected," and "connected" are to be construed broadly, e.g., as meaning either a fixed connection, a removable connection, or an integral connection; can be mechanically or electrically connected; the two original pieces can be directly connected or indirectly connected through an intermediate medium, or the two original pieces can be communicated with each other. The specific meanings of the above terms in the present invention can be understood in specific cases to those skilled in the art.
A concrete formwork supporting device for constructional engineering comprises a guide ring and at least 4 adjustable supporting components which are used for supporting concrete in a matched mode, wherein the adjustable supporting components are arranged on the guide ring;
adjustable supporting component includes sliding sleeve, base, altitude mixture control frame, first revolute joint, horizontal spacing regulation pole, second revolute joint and backplate, be provided with the through-hole on the axis of sliding sleeve, the through-hole can supply the guide ring to pass, the sliding sleeve passes through-hole and guide ring sliding connection, altitude mixture control frame one end is connected with the bottom of sliding sleeve, the one end that the sliding sleeve was kept away from to the altitude mixture control frame is connected with the base, first revolute joint sets up the inboard at the sliding sleeve, two tip of horizontal spacing regulation pole rotate the articulate with first revolute joint and second respectively, backplate is connected in second revolute joint.
The features and properties of the present invention are described in further detail below with reference to examples.
Example 1
The concrete formwork supporting device for the building engineering provided by the preferred embodiment of the invention comprises a guide ring 1 and 4 adjustable supporting components 2 which are used for supporting concrete in a matched mode, wherein the adjustable supporting components 2 are arranged on the guide ring 1;
adjustable supporting component 2 includes sliding sleeve 21, base 22, height adjusting bracket 23, first rotation joint 24, horizontal spacing regulation pole 25, second rotation joint 26 and props up backplate 27, be provided with through-hole 28 on sliding sleeve 21's the axis, through-hole 28 can supply guide ring 1 to pass, sliding sleeve 21 passes through-hole 28 and guide ring 1 sliding connection, height adjusting bracket 23 one end is connected with sliding sleeve 21's bottom, the one end that sliding sleeve 21 was kept away from to height adjusting bracket 23 is connected with base 22, first rotation joint 24 sets up the inboard at sliding sleeve 21, two tip of horizontal spacing regulation pole 25 rotate the joint with first rotation joint 24 and second respectively and are connected, prop up backplate 27 and connect in second rotation joint. Further, the guide ring 1 is of a detachable structure, two threaded connectors 11 are arranged on the guide ring 1, and the guide ring 1 is connected into a closed ring through the threaded connectors 11. Furthermore, the upper side and the lower side of the sliding sleeve 21 are also provided with clamping structures 29 for limiting sliding, and the clamping structures 29 are connected with the guide ring 1 in a clamping manner after the adjustable supporting component 2 is installed in place. Further, the clamping structures 29 are two sets of structures which are arranged oppositely, each clamping structure 29 comprises an anchor ear 291, a first adjusting rod 292, a horizontal supporting rod 293 and a second adjusting rod 294, two ends of the horizontal supporting rod 293 are respectively connected with the first adjusting rod 292 and the second adjusting rod 294, the first adjusting rod 292 is connected with the sliding sleeve 21, the second adjusting rod 294 is connected with the anchor ear 291, and the anchor ears 291 of the upper and lower clamping mechanisms are locked and connected with the guide ring 1 when fastened. Further, a layer of anti-skid rubber pad is laid on the inner side surface of the hoop 291.
The working principle of the embodiment is as follows: the concrete formwork support in the prior art generally adopts formwork and steel pipe frame support, and the support mode has large workload and high requirement on the proficiency of workers, especially the formwork support in the construction of structural columns consumes time and labor, and the support quality is uneven. The scheme of the invention adopts a unique guide ring 1 design, the device is placed at a place to be supported by a formwork, a corresponding number of adjustable supporting components 2 are selected according to the surface to be supported, after the placement of a reinforcement cage is finished, the device starts to work, the position of the sliding sleeve 21 is adjusted, each supporting plate 27 is in a proper position, after the supporting plate 27 is in place, the height adjusting frame 23, the first rotating joint 24, the horizontal spacing adjusting rod 25 and the second rotating joint 26 are locked to keep relatively static, the supporting plate 27 forms a sealed and fixed supporting body, and then the pouring supporting is carried out. The scheme can adapt to supporting operation of supporting bodies in different shapes, the number of the supporting assemblies 2 can be adaptively changed, and supporting operation of various special-shaped columns and non-standard shapes is completed.
Example 2
The embodiment is further optimized on the basis of the embodiment 1, and the embodiment provides a concrete formwork supporting device for building engineering, which comprises a guide ring 1 and 4 adjustable supporting components 2 used for supporting concrete in a matching way, wherein the adjustable supporting components 2 are arranged on the guide ring 1;
adjustable supporting component 2 includes sliding sleeve 21, base 22, height adjusting bracket 23, first rotation joint 24, horizontal spacing regulation pole 25, second rotation joint 26 and props up backplate 27, be provided with through-hole 28 on sliding sleeve 21's the axis, through-hole 28 can supply guide ring 1 to pass, sliding sleeve 21 passes through-hole 28 and guide ring 1 sliding connection, height adjusting bracket 23 one end is connected with sliding sleeve 21's bottom, the one end that sliding sleeve 21 was kept away from to height adjusting bracket 23 is connected with base 22, first rotation joint 24 sets up the inboard at sliding sleeve 21, two tip of horizontal spacing regulation pole 25 rotate the joint with first rotation joint 24 and second respectively and are connected, prop up backplate 27 and connect in second rotation joint. Further, the guide ring 1 is of a detachable structure, two threaded connectors 11 are arranged on the guide ring 1, and the guide ring 1 is connected into a closed ring through the threaded connectors 11. Furthermore, the upper side and the lower side of the sliding sleeve 21 are also provided with clamping structures 29 for limiting sliding, and the clamping structures 29 are connected with the guide ring 1 in a clamping manner after the adjustable supporting component 2 is installed in place. Further, the clamping structures 29 are two sets of structures which are arranged oppositely, each clamping structure 29 comprises an anchor ear 291, a first adjusting rod 292, a horizontal supporting rod 293 and a second adjusting rod 294, two ends of the horizontal supporting rod 293 are respectively connected with the first adjusting rod 292 and the second adjusting rod 294, the first adjusting rod 292 is connected with the sliding sleeve 21, the second adjusting rod 294 is connected with the anchor ear 291, and the anchor ears 291 of the upper and lower clamping mechanisms are locked and connected with the guide ring 1 when fastened. Further, a layer of anti-skid rubber pad is laid on the inner side surface of the hoop 291. The base 22 is provided with a pulley which is convenient to move.
The working principle of the embodiment is as follows: because the building site environment is complicated, it is more troublesome to remove, and this scheme further designs into the structure that can remove, utilizes the pulley to remove, has improved the place adaptability of equipment.
Example 3
The embodiment is further optimized on the basis of the embodiment 1, and the embodiment provides a concrete formwork supporting device for building engineering, which comprises a guide ring 1 and 4 adjustable supporting components 2 used for supporting concrete in a matching way, wherein the adjustable supporting components 2 are arranged on the guide ring 1;
adjustable supporting component 2 includes sliding sleeve 21, base 22, height adjusting bracket 23, first rotation joint 24, horizontal spacing regulation pole 25, second rotation joint 26 and props up backplate 27, be provided with through-hole 28 on sliding sleeve 21's the axis, through-hole 28 can supply guide ring 1 to pass, sliding sleeve 21 passes through-hole 28 and guide ring 1 sliding connection, height adjusting bracket 23 one end is connected with sliding sleeve 21's bottom, the one end that sliding sleeve 21 was kept away from to height adjusting bracket 23 is connected with base 22, first rotation joint 24 sets up the inboard at sliding sleeve 21, two tip of horizontal spacing regulation pole 25 rotate the joint with first rotation joint 24 and second respectively and are connected, prop up backplate 27 and connect in second rotation joint. Further, the guide ring 1 is of a detachable structure, two threaded connectors 11 are arranged on the guide ring 1, and the guide ring 1 is connected into a closed ring through the threaded connectors 11. Furthermore, the upper side and the lower side of the sliding sleeve 21 are also provided with clamping structures 29 for limiting sliding, and the clamping structures 29 are connected with the guide ring 1 in a clamping manner after the adjustable supporting component 2 is installed in place. Further, the clamping structures 29 are two sets of structures which are arranged oppositely, each clamping structure 29 comprises an anchor ear 291, a first adjusting rod 292, a horizontal supporting rod 293 and a second adjusting rod 294, two ends of the horizontal supporting rod 293 are respectively connected with the first adjusting rod 292 and the second adjusting rod 294, the first adjusting rod 292 is connected with the sliding sleeve 21, the second adjusting rod 294 is connected with the anchor ear 291, and the anchor ears 291 of the upper and lower clamping mechanisms are locked and connected with the guide ring 1 when fastened. Further, a layer of anti-skid rubber pad is laid on the inner side surface of the hoop 291. The base 22 is provided with a pulley which is convenient to move. The supporting and protecting plate 27 is manufactured by processing a composite template. The composite template comprises a core plate and a plate surface, wherein the plate surface is formed by processing and manufacturing a high-molecular anhydrous fiber wrapper.
The working principle of the embodiment is as follows: the existing supporting plate 27 is high in single supporting cost and complex in recycling, and aims at the problem, the composite template is adopted in the scheme, a plate core of the composite template is of a vertical structure, a plate surface is made of a high-molecular anhydrous fiber surface skin, the static bending strength is 4 times higher than the national standard, the elastic modulus is 2 times higher than the national standard, the composite template is impact-resistant, wear-resistant, long in service life, smooth and clean in surface, good in concrete structure, capable of directly achieving the effect of a dry wall, free of using a release agent, capable of removing a support below, basically and automatically demolding, capable of reducing labor cost and demolding loss, capable of achieving 30-50 times of turnover, customizable, recyclable and low in single use cost.
The above description is an embodiment of the present invention. The foregoing is a preferred embodiment of the present invention, and the preferred embodiments in each preferred embodiment can be combined and used in any combination if not obviously contradictory or prerequisite to a certain preferred embodiment, and the specific parameters in the examples and the embodiments are only for the purpose of clearly explaining the inventor's invention verification process and are not intended to limit the patent protection scope of the present invention, which is defined by the claims and the equivalent structural changes made by the content of the description of the present invention are also included in the protection scope of the present invention.
Claims (8)
1. The utility model provides a concrete form strutting arrangement for building engineering which characterized in that: the concrete supporting device comprises a guide ring (1) and at least 4 adjustable supporting components (2) used for supporting concrete in a matched mode, wherein the adjustable supporting components (2) are installed on the guide ring (1);
the adjustable supporting assembly (2) comprises a sliding sleeve (21), a base (22), a height adjusting frame (23), a first rotating joint (24), a horizontal spacing adjusting rod (25), a second rotating joint (26) and a supporting plate (27), a through hole (28) is formed in the axis of the sliding sleeve (21), the through hole (28) can be used for the guide ring (1) to pass through, the sliding sleeve (21) is connected with the guide ring (1) in a sliding mode through the through hole (28), one end of the height adjusting frame (23) is connected with the bottom of the sliding sleeve (21), one end, far away from the sliding sleeve (21), of the height adjusting frame (23) is connected with the base (22), the first rotating joint (24) is arranged on the inner side of the sliding sleeve (21), and two end portions of the horizontal spacing adjusting rod (25) are respectively connected with the first rotating joint (24) and the second rotating joint (26), the supporting guard plate (27) is connected with the second rotary joint.
2. The concrete form supporting apparatus for construction work according to claim 1, wherein: the guide ring (1) is of a detachable structure, two threaded connectors (11) are arranged on the guide ring (1), and the guide ring (1) is connected into a closed circular ring through the threaded connectors (11).
3. The concrete form supporting apparatus for construction work according to claim 1, wherein: the upper side and the lower side of the sliding sleeve (21) are further provided with clamping structures (29) used for limiting sliding, and the clamping structures (29) are connected with the guide ring (1) in a clamping mode after the adjustable supporting component (2) is installed in place.
4. A concrete form supporting apparatus for construction work according to claim 3, wherein: chucking structure (29) are two sets of for relative setting, chucking structure (29) are including staple bolt (291), first regulation pole (292), horizontal branch (293), second regulation pole (294), the both ends of horizontal branch (293) are connected with first regulation pole (292) and second regulation pole (294) respectively, first regulation pole (292) are connected with sliding sleeve (21), second regulation pole (294) are connected with staple bolt (291), be connected with guide ring (1) locking during staple bolt (291) among two upper and lower chucking mechanisms fasten.
5. The concrete form supporting apparatus for construction work according to claim 4, wherein: and a layer of anti-skid rubber pad is laid on the inner side surface of the hoop (291).
6. The concrete form supporting apparatus for construction work according to claim 1, wherein: the base (22) is provided with a pulley which is convenient to move.
7. The concrete form supporting apparatus for construction work according to claim 1, wherein: the supporting and protecting plate (27) is manufactured by processing a composite template.
8. The concrete form supporting apparatus for construction work according to claim 7, wherein: the composite template comprises a core plate and a plate surface, wherein the plate surface is formed by processing and manufacturing a high-molecular anhydrous fiber wrapper.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202010547415.6A CN111550082B (en) | 2020-06-16 | 2020-06-16 | Concrete form strutting arrangement for building engineering |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202010547415.6A CN111550082B (en) | 2020-06-16 | 2020-06-16 | Concrete form strutting arrangement for building engineering |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN111550082A true CN111550082A (en) | 2020-08-18 |
| CN111550082B CN111550082B (en) | 2024-03-08 |
Family
ID=71999569
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202010547415.6A Active CN111550082B (en) | 2020-06-16 | 2020-06-16 | Concrete form strutting arrangement for building engineering |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN111550082B (en) |
Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112431441A (en) * | 2020-11-25 | 2021-03-02 | 浙江中辰建筑科技有限公司 | Building backup pad coupling assembling and strutting arrangement |
| CN112609969A (en) * | 2020-12-26 | 2021-04-06 | 奉剑雄 | Reinforcing support column curing protection frame |
| CN113006475A (en) * | 2021-03-04 | 2021-06-22 | 西安建工第一建筑集团有限公司 | A concrete form fixing device for building construction |
| CN114016734A (en) * | 2021-11-30 | 2022-02-08 | 福建新纪建设集团有限公司 | Fixing structure for building template pouring and using method thereof |
| CN117108308A (en) * | 2023-04-24 | 2023-11-24 | 中国葛洲坝集团第二工程有限公司 | concrete support machine |
| CN117513742A (en) * | 2023-11-22 | 2024-02-06 | 中交路桥建设有限公司 | A kind of combined lock device for secondary structure construction |
Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US4790509A (en) * | 1987-05-19 | 1988-12-13 | Cardwell William L | Tubular concrete form collar |
| EP0670400A1 (en) * | 1994-03-04 | 1995-09-06 | Eberhard Schrade | Method for erecting columns for buildings or similar cut tubular form for realising such method |
| US20090272873A1 (en) * | 2008-05-01 | 2009-11-05 | George Fittler | Adjustable concrete form support bracket |
| CN206289968U (en) * | 2016-10-27 | 2017-06-30 | 中国航天建设集团有限公司 | Square column mould facade formwork erecting structure and wall placing installation |
| US20170218652A1 (en) * | 2014-01-31 | 2017-08-03 | Gregory John Neighbours | A concrete tower and related formwork and related method of construction |
| CN212478644U (en) * | 2020-06-16 | 2021-02-05 | 四川亿胜建设集团有限公司 | An adjustable structural column concrete formwork support equipment |
-
2020
- 2020-06-16 CN CN202010547415.6A patent/CN111550082B/en active Active
Patent Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US4790509A (en) * | 1987-05-19 | 1988-12-13 | Cardwell William L | Tubular concrete form collar |
| EP0670400A1 (en) * | 1994-03-04 | 1995-09-06 | Eberhard Schrade | Method for erecting columns for buildings or similar cut tubular form for realising such method |
| US20090272873A1 (en) * | 2008-05-01 | 2009-11-05 | George Fittler | Adjustable concrete form support bracket |
| US20170218652A1 (en) * | 2014-01-31 | 2017-08-03 | Gregory John Neighbours | A concrete tower and related formwork and related method of construction |
| CN206289968U (en) * | 2016-10-27 | 2017-06-30 | 中国航天建设集团有限公司 | Square column mould facade formwork erecting structure and wall placing installation |
| CN212478644U (en) * | 2020-06-16 | 2021-02-05 | 四川亿胜建设集团有限公司 | An adjustable structural column concrete formwork support equipment |
Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112431441A (en) * | 2020-11-25 | 2021-03-02 | 浙江中辰建筑科技有限公司 | Building backup pad coupling assembling and strutting arrangement |
| CN112609969A (en) * | 2020-12-26 | 2021-04-06 | 奉剑雄 | Reinforcing support column curing protection frame |
| CN113006475A (en) * | 2021-03-04 | 2021-06-22 | 西安建工第一建筑集团有限公司 | A concrete form fixing device for building construction |
| CN114016734A (en) * | 2021-11-30 | 2022-02-08 | 福建新纪建设集团有限公司 | Fixing structure for building template pouring and using method thereof |
| CN117108308A (en) * | 2023-04-24 | 2023-11-24 | 中国葛洲坝集团第二工程有限公司 | concrete support machine |
| CN117513742A (en) * | 2023-11-22 | 2024-02-06 | 中交路桥建设有限公司 | A kind of combined lock device for secondary structure construction |
Also Published As
| Publication number | Publication date |
|---|---|
| CN111550082B (en) | 2024-03-08 |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN111550082A (en) | Concrete form strutting arrangement for building engineering | |
| CN212478644U (en) | An adjustable structural column concrete formwork support equipment | |
| CN211347677U (en) | Hydraulic engineering concrete quality detection device | |
| CN105464269A (en) | Roofing curved decorative plate connecting structure and dismounting method thereof | |
| CN207847086U (en) | A kind of tall and big beam form support frame | |
| CN215249059U (en) | Device for mounting grinding roller lining plate | |
| CN212704467U (en) | H-shaped steel automatic clamping device and drilling system suitable for different models | |
| CN211371499U (en) | Metal pipeline support for steel structure engineering construction | |
| CN211142843U (en) | Bridge formwork connecting device | |
| CN207685684U (en) | A kind of bridge supporting frame | |
| CN223705002U (en) | Granite-based three-dimensional cantilever structure | |
| CN220868767U (en) | Articulated steel structure welding operation platform | |
| CN211373804U (en) | Movable weighing hopper assembly type structure | |
| CN214144409U (en) | Bearing-resistant reinforced concrete cushion block | |
| CN223374039U (en) | Sealing door fixing tool | |
| CN222743894U (en) | A new type of tundish plugging rod hanger | |
| CN214818303U (en) | Auxiliary tool for use of hydraulic puller | |
| CN2782838Y (en) | Fastener for reinforced concrete form | |
| CN221002790U (en) | Tunnel arch foot support pad protection mould | |
| CN218644945U (en) | Anti-blocking water supply and drainage pipeline | |
| CN221545293U (en) | Hanging basket for double-hoop bent cap construction | |
| CN217300482U (en) | Blasting is beaten rack mounted support of eyes | |
| CN223047130U (en) | A quick-detachable loading and unloading frame for tower crane | |
| CN109610303A (en) | A kind of hollow thin-walled high pier internal model constructing device and construction method | |
| CN219102484U (en) | Disassembly-free cold box module tower bracket for horizontal installation and vertical use |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| PB01 | Publication | ||
| PB01 | Publication | ||
| SE01 | Entry into force of request for substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| GR01 | Patent grant | ||
| GR01 | Patent grant |