CN220813438U - Adjustable steel template device for climbing formwork - Google Patents
Adjustable steel template device for climbing formwork Download PDFInfo
- Publication number
- CN220813438U CN220813438U CN202321783321.4U CN202321783321U CN220813438U CN 220813438 U CN220813438 U CN 220813438U CN 202321783321 U CN202321783321 U CN 202321783321U CN 220813438 U CN220813438 U CN 220813438U
- Authority
- CN
- China
- Prior art keywords
- adjustable
- hole
- fixedly connected
- welded
- rib
- 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.)
- Active
Links
- 229910000831 Steel Inorganic materials 0.000 title claims abstract description 32
- 239000010959 steel Substances 0.000 title claims abstract description 32
- 230000009194 climbing Effects 0.000 title claims abstract description 12
- 238000009415 formwork Methods 0.000 title abstract description 5
- 238000003466 welding Methods 0.000 claims abstract description 21
- 230000003014 reinforcing effect Effects 0.000 claims abstract description 7
- 230000000694 effects Effects 0.000 abstract description 5
- 230000007613 environmental effect Effects 0.000 abstract description 3
- 238000009434 installation Methods 0.000 abstract description 3
- 238000010276 construction Methods 0.000 description 7
- 238000010586 diagram Methods 0.000 description 2
- 230000008093 supporting effect Effects 0.000 description 2
- 230000009286 beneficial effect Effects 0.000 description 1
- 229910052799 carbon Inorganic materials 0.000 description 1
- 230000003750 conditioning effect Effects 0.000 description 1
- 230000007547 defect Effects 0.000 description 1
- 238000003754 machining Methods 0.000 description 1
- 238000004519 manufacturing process Methods 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 238000007493 shaping process Methods 0.000 description 1
- 239000002002 slurry Substances 0.000 description 1
Classifications
-
- 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
Landscapes
- Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
Abstract
The utility model discloses an adjustable steel template device for a climbing formwork, which comprises side ribs, wherein first plug welding holes are formed in the side ribs, adjustable arc panels are welded on the first plug welding holes, vertical ribs are fixedly connected with the adjustable arc panels through high-strength screws, second plug welding holes are formed in the vertical ribs, the adjustable arc panels are welded with the vertical ribs through the second plug welding holes, connecting holes are formed in the vertical ribs, through the arrangement of structures such as the vertical ribs, the side ribs and the like, the connecting holes are designed at the waist of the vertical ribs and are connected with connecting pieces, the connecting pieces and two rectangles are welded into a whole through connecting angle steel, reinforcing ribs are fixedly arranged between the two rectangular thick plates, the connecting holes are formed in the connecting angle steel, the connecting pieces are conveniently connected with the vertical ribs through bolts, and the effects of quick installation, repeated utilization, economy and environmental protection are achieved.
Description
Technical Field
The utility model relates to the technical field of pier pouring, in particular to an adjustable steel template device for a climbing formwork.
Background
The arc pier is a pier body form commonly used in the existing high pier, and is characterized in that pier columns are higher, the section of the pier body is in a general slope collecting form, more and more slope collecting piers are used in mountains and canyons, the higher the slope collecting piers are, the more steel templates are used, the higher the construction cost is, the traditional template construction device cannot meet the actual construction requirement, and a rapid and simple construction mode of 'adjustable steel template device' is required to be introduced into the construction of the high slope collecting piers, so that improvement is required.
Disclosure of utility model
The utility model aims to solve the technical problems and provide the adjustable steel template device for the climbing formwork, which overcomes the defect that the traditional shaping circular arc template is scrapped after being used once, and the adjustable steel template can be recycled, thereby saving cost and being low-carbon and environment-friendly.
In order to solve the technical problems, the technical scheme provided by the utility model is as follows: the utility model provides an adjustable steel form device for climbing form, includes the limit rib, first cock welding hole has been seted up to the inside of limit rib, the welding has adjustable circular arc panel on the first cock welding hole, adjustable circular arc panel is through high strength screw fixedly connected with erects the rib, the second cock welding hole has been seted up to the inside of erectting the rib, adjustable circular arc panel with erect the rib and pass through second cock welding hole welding, erect the connecting hole has been seted up on the rib, connecting hole fixedly connected with connecting piece, install first governing system above the connecting piece.
Preferably, the connecting piece is fixedly connected with two symmetrically arranged rectangular thick plates, the rectangular thick plates are fixedly provided with connecting angle steels, two reinforcing ribs are welded on the rectangular thick plates, connecting holes are formed in the connecting angle steels, the connecting holes are fixedly connected with the vertical ribs, 4 symmetrically arranged pin holes are formed in the rectangular thick plates, and the first adjusting system is installed in the pin holes.
Preferably, the first adjusting system is provided with an end adjusting system and a middle adjusting system respectively, a single-thread adjusting rod is fixedly arranged in the end adjusting system, one end of the single-thread adjusting rod is fixedly connected with a fixed pin shaft, the other end of the single-thread adjusting rod is fixedly arranged in a pin shaft nut, the middle adjusting system is fixedly connected with a positive and negative wire adjusting screw rod, and the positive and negative wire adjusting screw rod is fixedly provided with a pin shaft positive and negative wire nut.
Preferably, the lug plate is welded on the side rib, a pin shaft hole is formed in the lug plate, and the end part adjusting system is fixedly arranged in the pin shaft hole.
Preferably, a pre-positioning block is fixedly arranged on one side of the adjustable arc panel, a pre-positioning hole is formed in the other side of the adjustable arc panel, and the shape and the size of the pre-positioning block are the same as those of the pre-positioning hole.
The working principle and the beneficial effects of the utility model are as follows:
1. According to the utility model, through the arrangement of structures such as the vertical ribs, the side ribs and the like, the connecting holes are formed in the waist parts of the vertical ribs and are connected with the connecting pieces, the connecting pieces and the two rectangles are welded into a whole through the connecting angle steel, the reinforcing ribs are fixedly arranged between the two rectangular thick plates, the connecting holes are formed in the connecting angle steel, the connecting pieces are conveniently connected with the vertical ribs, and the connecting pieces are connected with the vertical ribs through bolts, so that the effects of quick installation, repeated use, economy and environmental protection are realized.
2. According to the utility model, through the arrangement of the structures such as the prepositioning block, the adjustable arc panel and the like, the prepositioning block and the prepositioning hole are respectively arranged at the two ends of the adjustable arc panel, so that when the adjustable arc panel is connected, the prepositioning can be performed through the prepositioning block and the prepositioning hole, a certain supporting effect is achieved, and the effect of being convenient for positioning and mounting is realized.
Drawings
FIG. 1 is a schematic view of an adjustable arc panel of the present utility model;
FIG. 2 is a schematic diagram of an adjustable steel form connection of the present utility model;
FIG. 3 is a schematic view of an adjustable arc structure of an edge trapezoidal panel of the present utility model;
FIG. 4 is a schematic view of an adjustable arc structure of a middle rectangular panel of the present utility model;
FIG. 5 is a schematic structural view of the end adjustment system of the present utility model;
FIG. 6 is a schematic view of the structure of the connector of the present utility model;
FIG. 7 is a top view of the connector structure of the present utility model;
FIG. 8 is a left side view of the connector structure of the present utility model;
FIG. 9 is a side view of the connector structure of the present utility model;
FIG. 10 is a schematic view of a connector of the present utility model;
FIG. 11 is a schematic view of the structure of the connector of the present utility model;
FIG. 12 is a schematic view of an end adjustment system of the present utility model;
FIG. 13 is a schematic diagram of a central conditioning system of the present utility model;
FIG. 14 is a schematic view of the assembly of the bottommost circular arc form of the present utility model;
FIG. 15 is a left side schematic view of the bottommost circular arc form assembly of the present utility model;
FIG. 16 is a schematic view of the assembly of the topmost circular arc template of the present utility model;
fig. 17 is a left side schematic view of the topmost circular arc form assembly of the utility model.
As shown in the figure: 1. side ribs; 2. an adjustable arc panel; 3. vertical ribs; 4. a connecting piece; 401. rectangular thick plates; 402. connecting angle steel; 403. reinforcing ribs; 5. a first adjustment system; 501. an end adjustment system; 512. a fixed pin shaft; 513. a pin nut; 52. a central adjustment system; 521. a positive and negative wire adjusting screw; 522. the pin shaft is provided with a positive screw nut and a negative screw nut.
Detailed Description
The technical solutions of the embodiments of the present utility model will be clearly and completely described below with reference to the accompanying drawings in the embodiments of the present utility model, and it is apparent that the described embodiments are only some embodiments of the present utility model, but not all embodiments, and all other embodiments obtained by those skilled in the art without making creative efforts based on the embodiments of the present utility model are included in the protection scope of the present utility model.
Referring to fig. 1-17, an adjustable steel form device for a climbing form includes a side rib 1, a first plug welding hole is formed in the side rib 1, an adjustable arc panel 2 is welded on the first plug welding hole, the adjustable arc panel 2 is fixedly connected with a vertical rib 3 through a high-strength screw, a second plug welding hole is formed in the vertical rib 3, the adjustable arc panel 2 and the vertical rib 3 are welded through the second plug welding hole, a connecting hole is formed in the vertical rib 3, a connecting piece 4 is fixedly connected with the connecting piece 4, a first adjusting system 5 is mounted on the connecting piece 4, the connecting hole is designed through the waist of the vertical rib 3 and is connected with the connecting piece 4 through the arrangement of the structures such as the vertical rib 3 and the side rib 1, the connecting piece 4 and two rectangles are welded into a whole through a connecting angle steel 402, a reinforcing rib 403 is fixedly arranged between the two rectangular thick plates, the connecting angle steel 402 is provided with the connecting hole, the connecting piece 4 is conveniently connected with the vertical rib 3 through a bolt, and the connecting piece 4 and the vertical rib 3 realize rapid installation, repeated utilization and economic and environmental protection effects.
Referring to fig. 1-17, two symmetrically arranged rectangular thick plates 401 are fixedly connected to a connecting piece 4, connecting angle steel 402 is fixedly arranged on each rectangular thick plate 401, reinforcing ribs 403 are welded on each two rectangular thick plates 401, connecting holes are formed in each connecting angle steel 402, each connecting hole is fixedly connected with a vertical rib 3, 4 symmetrically arranged pin holes are formed in each rectangular thick plate 401, a first adjusting system 5 is arranged in each pin hole, and through arrangement of a prepositioning block, an adjustable arc panel 2 and other structures, prepositioning blocks and prepositioning holes are respectively arranged at two ends of the adjustable arc panel 2, so that when the adjustable arc panel 2 is connected, prepositioning can be carried out through the prepositioning blocks and the prepositioning holes, a certain supporting effect is achieved, and the effect of being convenient to position and install is achieved.
Referring to fig. 1-17, an end adjusting system 501 and a middle adjusting system 52 are respectively installed on the first adjusting system 5, a single-thread adjusting rod is fixedly arranged in the end adjusting system 501, one end of the single-thread adjusting rod is fixedly connected with a fixed pin 512, the other end of the single-thread adjusting rod is fixedly arranged in a pin nut 513, a positive and negative wire adjusting screw 521 is fixedly connected to the middle adjusting system 52, and a pin positive and negative wire nut 522 is fixedly arranged on the positive and negative wire adjusting screw 521.
Referring to fig. 1-17, an ear plate is welded on the side rib 1, a pin hole is formed in the ear plate, and an end portion adjusting system 501 is fixedly arranged in the pin hole.
Referring to fig. 1-17, a pre-positioning block is fixedly arranged on one side of the adjustable arc panel 2, and a pre-positioning hole is formed on the other side of the adjustable arc panel 2, wherein the pre-positioning block and the pre-positioning hole have the same shape and size.
The specific implementation process of the utility model is as follows:
The machining template at the topmost end of the bridge pier is called a fixed-size template, and the circular arc part of the fixed-size template is called a fixed-size template adjustable circular arc; the template circular arc of the part between the circular arc of the template at the bottommost section of the bridge pier and the circular arc of the template at the topmost end is called an adjustable circular arc of the adjusting template, the structures of the adjustable circular arc of the template with fixed size and the adjustable circular arc of the adjusting template are different in size and are composed of a side rib 1, a panel, a vertical rib 3, a connecting piece 4 and an adjusting system, the adjustable circular arc of the template with fixed size is the basis of the circular arc of the bridge pier template, the adjustable circular arc of the template with fixed size and the adjustable circular arc of the adjusting template form the circular arc of the bridge pier template so as to meet the circular arc construction requirement of the whole bridge pier, a plug welding hole is designed in the center of the side rib 1 and is in line contact with the panel after welding, the contact area between the side rib 1 and the adjustable circular arc panel 2 is reduced, the smooth arc adjustment is facilitated, the connection between the side rib 1 and the side rib 1 is connected by adopting a high-strength bolt, the seam is ensured not to be staggered, the side rib 1 and the adjustable circular arc panel 2 is designed by adopting a special way of 4 in 5, and the seam is ensured not to leak slurry;
Each arc template has a height of 4050mm, the radius of the template at the top of the bridge pier is 2250mm, the length of the arc is 7069mm, the radius of the lower part of the bridge pier is 2331mm, the length of the arc is 7323mm, for manufacturing, the bridge pier is divided into three parts, the middle part of the bridge pier is a rectangular panel, the two sides of the bridge pier are trapezoid panels, the rectangular panel has a length of x-height=2356 x 4050, the trapezoid panels have a height of (upper bottom+lower bottom) = (2356+2483) 4050, the 3 panels are adjustable arcs of a template with fixed size, as shown in fig. 5, the radius of the template at the bottom of the bridge pier is 4070mm, the length of the arc is 12786mm, the adjacent radius of 4050mm is 3989mm, the arc length is 12532mm, 3 panels at the top of the bridge pier is subtracted, the remaining template panels are 2 rectangular panels with a length of 2732mm and a size of 40 mm, the 2 panels are adjustable arcs of the template are adjustable by using the 3 adjustable arcs with the fixed size of the template and 2 adjustable arcs, the 5 adjustable arc panels are added with the side rib 1, the vertical rib 3, the connecting piece 4 and the adjusting system to form 5 adjustable arc steel templates, according to actual needs, the 5 adjustable arc steel templates are adjusted to form an arc panel steel template according to the requirements of the lower radius 4070mm and the upper radius 3989mm, then the 5 adjustable arc templates are connected by using high-strength bolts, the assembly of the bottommost arc template is completed, the concrete pouring of the pier is carried out, the pushing is carried out, the construction of the whole pier is completed, the arc adjusting step is to rotate the single-thread adjusting screw of the end adjusting system 501 in the anticlockwise direction by using a tool, the side arc panel and the side rib 1 are outwards arched, the middle adjusting system 52 is adjusted, the positive and negative wire adjusting screw 521 is rotated in the clockwise direction, the vertical rib 3 and the arc panel are inwards arched, the adjusting screws are required to be simultaneously operated, mutually matched until the whole circular arc is completed to meet the requirement.
The present utility model and its embodiments have been described above with no limitation, and the embodiments of the present utility model are shown in the drawings, and the actual structure is not limited thereto, so that those skilled in the art who have the ordinary skill in the art who have the benefit of the present utility model will not creatively design similar structures and examples to those of the present utility model without departing from the gist of the present utility model.
Claims (5)
1. An adjustable steel form device for climbing form, includes limit rib (1), its characterized in that: the novel welding device is characterized in that a first plug welding hole is formed in the side rib (1), an adjustable arc panel (2) is welded on the first plug welding hole, the adjustable arc panel (2) is fixedly connected with a vertical rib (3) through a high-strength screw, a second plug welding hole is formed in the vertical rib (3), the adjustable arc panel (2) is welded with the vertical rib (3) through the second plug welding hole, a connecting hole is formed in the vertical rib (3), a connecting piece (4) is fixedly connected to the connecting hole, and a first adjusting system (5) is arranged on the connecting piece (4).
2. An adjustable steel form assembly for a climbing form according to claim 1, wherein: two symmetrically arranged rectangular thick plates (401) are fixedly connected to the connecting piece (4), connecting angle steel (402) is fixedly arranged on each rectangular thick plate (401), reinforcing ribs (403) are welded on each rectangular thick plate (401), connecting holes are formed in the connecting angle steel (402), the connecting holes are fixedly connected with the vertical ribs (3), 4 symmetrically arranged pin holes are formed in each rectangular thick plate (401), and the first adjusting system (5) is installed in the pin holes.
3. An adjustable steel form assembly for a climbing form according to claim 1, wherein: install tip governing system (501) and middle part governing system (52) on first governing system (5) respectively, the inside of tip governing system (501) is fixedly provided with single thread adjustment pole, the one end fixedly connected with fixed pin axle (512) of single thread adjustment pole, the fixed inside that sets up at round pin axle nut (513) of single thread adjustment pole other end, fixedly connected with positive and negative silk governing screw (521) on middle part governing system (52), positive and negative silk governing screw (521) are last to be fixedly provided with round pin axle positive and negative silk nut (522).
4. An adjustable steel form assembly for a climbing form according to claim 3, wherein: the side rib (1) is welded with an ear plate, a pin shaft hole is formed in the ear plate, and the end part adjusting system (501) is fixedly arranged in the pin shaft hole.
5. An adjustable steel form assembly for a climbing form according to claim 1, wherein: one side of the adjustable arc panel (2) is fixedly provided with a pre-positioning block, the other side of the adjustable arc panel (2) is provided with a pre-positioning hole, and the shape and the size of the pre-positioning block are the same as those of the pre-positioning hole.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202321783321.4U CN220813438U (en) | 2023-07-08 | 2023-07-08 | Adjustable steel template device for climbing formwork |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202321783321.4U CN220813438U (en) | 2023-07-08 | 2023-07-08 | Adjustable steel template device for climbing formwork |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN220813438U true CN220813438U (en) | 2024-04-19 |
Family
ID=90677366
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202321783321.4U Active CN220813438U (en) | 2023-07-08 | 2023-07-08 | Adjustable steel template device for climbing formwork |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN220813438U (en) |
-
2023
- 2023-07-08 CN CN202321783321.4U patent/CN220813438U/en active Active
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN208486648U (en) | A kind of power tower stable base | |
| CN206815199U (en) | A kind of Bridge Crack bracing means | |
| CN220813438U (en) | Adjustable steel template device for climbing formwork | |
| CN201704801U (en) | Steel pipe truss and H-shaped steel column connecting member | |
| CN210530358U (en) | Device for hoisting and temporarily fixing H-shaped steel beam | |
| CN109797773B (en) | Assembled steel structure tower crane foundation bearing platform capable of freely adjusting angle and position | |
| CN208083108U (en) | Alignment tool and round member alignment tool | |
| CN206494660U (en) | Subway open-cut station is adjustable Span Beam gantry crane | |
| CN213916861U (en) | Tower body single male and female joint welding tool | |
| CN209099200U (en) | A kind of fish-bellied type steel box-girder assembly assist device | |
| CN203113349U (en) | Foundation trench shoring lattice type end structure | |
| CN207609099U (en) | A kind of bolt sphere connection envelope eaves supportive structure system | |
| CN207499876U (en) | A kind of extension type slip casting plate valve | |
| CN220301515U (en) | Assembled building fixed base | |
| CN220389786U (en) | Side-opening type self-compacting concrete template system | |
| CN209836814U (en) | Template device of construction usefulness of Y shape pier chamfer department | |
| CN217782115U (en) | Template is pour to adjustable secondary | |
| CN215164786U (en) | Bridge steel formwork with pull rod holes capable of being plugged | |
| CN217782446U (en) | Steel construction side fascia quick connect device | |
| CN218989939U (en) | Reinforced concrete structure of corrugated steel arch culvert | |
| CN215330518U (en) | Slurry blocking device for joint of PHC hollow pipe column and bearing platform | |
| CN216403598U (en) | Improved gantry crane cross track reversing tool | |
| CN213234282U (en) | Keel supporting structure in building quick-release template | |
| CN204343317U (en) | A kind of straight anchor formula steel platform of tower crane | |
| CN216405127U (en) | Rainproof device for bridge fabrication machine |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant |