CN220434209U - Reinforcing device for splice joint of hydraulic climbing formwork steel-wood template - Google Patents
Reinforcing device for splice joint of hydraulic climbing formwork steel-wood template Download PDFInfo
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- CN220434209U CN220434209U CN202322351566.6U CN202322351566U CN220434209U CN 220434209 U CN220434209 U CN 220434209U CN 202322351566 U CN202322351566 U CN 202322351566U CN 220434209 U CN220434209 U CN 220434209U
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- connecting plate
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- 238000009415 formwork Methods 0.000 title claims abstract description 86
- 239000002023 wood Substances 0.000 title claims abstract description 60
- 230000009194 climbing Effects 0.000 title claims abstract description 36
- 230000003014 reinforcing effect Effects 0.000 title claims abstract description 27
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 56
- 239000010959 steel Substances 0.000 claims abstract description 56
- 238000005728 strengthening Methods 0.000 claims description 5
- 230000002787 reinforcement Effects 0.000 claims description 4
- 238000000034 method Methods 0.000 abstract description 10
- 230000000694 effects Effects 0.000 abstract description 6
- 239000002002 slurry Substances 0.000 abstract description 4
- 238000010276 construction Methods 0.000 description 7
- 238000009434 installation Methods 0.000 description 7
- XEEYBQQBJWHFJM-UHFFFAOYSA-N Iron Chemical compound [Fe] XEEYBQQBJWHFJM-UHFFFAOYSA-N 0.000 description 2
- 238000007789 sealing Methods 0.000 description 2
- 150000001875 compounds Chemical class 0.000 description 1
- 230000008878 coupling Effects 0.000 description 1
- 238000010168 coupling process Methods 0.000 description 1
- 238000005859 coupling reaction Methods 0.000 description 1
- 230000007547 defect Effects 0.000 description 1
- 229910052742 iron Inorganic materials 0.000 description 1
- 238000010030 laminating Methods 0.000 description 1
- 239000007788 liquid Substances 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 238000000465 moulding Methods 0.000 description 1
- 230000001737 promoting effect Effects 0.000 description 1
- 238000007493 shaping process Methods 0.000 description 1
Classifications
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- 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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- Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
Abstract
The utility model discloses a hydraulic climbing formwork steel-wood formwork joint reinforcing device, wherein longitudinal side ribs are arranged on two sides of a steel formwork, longitudinal connecting plates are arranged along the length direction of the longitudinal side ribs and are perpendicular to the side edges of the longitudinal side ribs, a plurality of fixing stiffening plates are sequentially arranged on the side edges of the longitudinal side ribs at intervals along the length direction, the longitudinal connecting plates are fixedly arranged on the fixing stiffening plates, and a connecting gap consistent with the thickness of a wood formwork is formed between the longitudinal connecting plates and the inner side faces of the steel formwork. According to the hydraulic climbing formwork steel-wood formwork joint reinforcing device, the longitudinal connecting plates are used for increasing the connecting strength between the steel formwork and the wood formwork, and the longitudinal connecting plates just can correspond to the vertical connecting joints of the wood formwork and the steel formwork, so that the vertical connecting joints are sealed, the phenomenon of outward slurry seepage in the pouring process is avoided, and the forming effect of concrete is improved.
Description
Technical Field
The utility model relates to the technical field of hydraulic climbing forms, in particular to a reinforcing device for a seam of a steel-wood template of a hydraulic climbing form.
Background
The climbing formwork is short for climbing formworks, is also called a climbing formwork abroad, consists of climbing formworks, climbing frames (also climbing formworks do not have climbing frames) and climbing equipment, is an effective tool in high-rise structures such as a cable tower, a bridge pier, a construction shear wall system, a cylinder body system and the like, has self-climbing capacity, does not need lifting of lifting machinery, reduces lifting workload of conveying machinery in construction, and can omit an outer scaffold in the construction process by hanging scaffolds on the self-climbing formworks.
The cable tower hydraulic climbing formwork device generally comprises a formwork system, an anti-falling climbing system, an intelligent hydraulic power system, a guide rail system, a formwork shifting system and the like, wherein the application publication number is CN112942107A, the application publication date is 2021, 6 and 11 days, the name is an utility model patent application of a hydraulic climbing formwork construction process in a cable tower construction process, a cable tower is a door-type cable tower, tower columns on two sides are divided into three parts of a lower tower column, a middle tower column and an upper tower column from bottom to top in advance, the inner sides of the tower columns are vertical planes, inclined planes which incline from bottom to top to inside are arranged on the outer sides of the tower columns, the joint parts of the lower tower column, the middle tower column and the upper tower column are provided with steps to form variable sections, climbing frames and guide rails of the whole hydraulic climbing formwork are installed during construction of the 3 rd tower column section, and pouring construction is carried out by supporting the formwork, and all the 4 th tower column sections and all the tower column sections are normally circulated and climbing through the hydraulic formwork.
The cable tower outer wall has vertical plane and vertical curved surface, and the template system of cable tower hydraulic pressure climbing mould includes plank sheathing subassembly and steel form subassembly, and plank sheathing subassembly sets up on vertical plane, and steel form subassembly sets up on vertical curved surface, at the compound die in-process, prior art often uses the pull rod to fix plank sheathing and steel form, does not set up coupling mechanism in the joint department of steel form and plank sheathing, so can follow the joint department outside thick liquid that oozes in the pouring process to influence and pour shaping effect.
Disclosure of Invention
The utility model aims to provide a hydraulic climbing formwork steel-wood formwork joint reinforcing device, which aims to solve the defects in the prior art.
In order to achieve the above object, the present utility model provides the following technical solutions:
a hydraulic creeping formwork steel-wood formwork splice joint strengthening device, comprising:
the steel template comprises a longitudinal connecting plate, wherein longitudinal side ribs are arranged on two sides of the steel template, and the longitudinal connecting plate is arranged along the length direction of the longitudinal side ribs and is perpendicular to the side edges of the longitudinal side ribs;
the fixed stiffening plate, the side of vertical limit rib is provided with a plurality of along length direction interval in proper order fixed stiffening plate, vertical connecting plate fixed mounting is in on the fixed stiffening plate, vertical connecting plate with form a connection clearance unanimous with plank sheathing thickness between the medial surface of steel form.
According to the hydraulic climbing formwork steel-wood formwork seam reinforcing device, the thickness of the longitudinal side rib is larger than that of the steel formwork.
The longitudinal side rib comprises an inner side face, an outer side face, a fixing side face and a connecting side face, wherein the fixing side face and the connecting side face are connected between the inner side face and the outer side face, the inner side face and the inner side face of the steel template are located on the same curved face, the fixing side face and the steel template are fixedly arranged, and the longitudinal connecting plate is fixedly arranged on the connecting side face.
According to the hydraulic climbing formwork steel-wood formwork seam reinforcing device, the longitudinal side ribs and the longitudinal connecting plates are connected to form an L-shaped connecting structure.
According to the hydraulic climbing formwork steel-wood formwork joint reinforcing device, the longitudinal connecting plates are arranged on the two longitudinal side ribs of the steel formwork, and the length of each longitudinal connecting plate is identical to that of the steel formwork.
The hydraulic climbing formwork steel-wood formwork seam reinforcing device further comprises a longitudinal pressing plate which is movably arranged on the longitudinal connecting plate, the length of the longitudinal pressing plate is consistent with that of the longitudinal connecting plate, and the width of the longitudinal pressing plate is larger than that of the longitudinal connecting plate.
According to the hydraulic climbing formwork steel-wood formwork seam reinforcing device, the connecting grooves are formed in the longitudinal connecting plates, the strip-shaped connecting plates are arranged on the longitudinal pressing plates, and the strip-shaped connecting plates are limited in the connecting grooves in a sliding mode.
The hydraulic climbing formwork steel-wood formwork seam reinforcing device further comprises an elastic supporting piece, wherein an installation groove is formed in the connecting groove, the elastic supporting piece is arranged in the installation groove, and the strip-shaped connecting plate can accept the elastic supporting of the elastic supporting piece to be attached to the wood formwork.
In the technical scheme, the hydraulic climbing formwork steel-wood formwork joint reinforcing device comprises the longitudinal connecting plates and the fixed stiffening plates, wherein the steel formwork comprises longitudinal side ribs arranged on two sides, joint reinforcing devices are arranged on the two longitudinal side ribs, the joint reinforcing devices comprise the longitudinal connecting plates and the fixed stiffening plates, a connecting gap consistent with the thickness of the wood formwork is formed between the longitudinal connecting plates and the inner side surfaces of the steel formwork, so that the connecting strength between the steel formwork and the wood formwork is increased through the longitudinal connecting plates, and the connecting gap just corresponds to the vertical connecting joint between the wood formwork and the steel formwork through the longitudinal connecting plates, so that the vertical connecting joint is sealed, the phenomenon of outward slurry seepage in the pouring process is avoided, and the forming effect of concrete is improved.
Drawings
In order to more clearly illustrate the embodiments of the present application or the technical solutions in the prior art, the drawings that are needed in the embodiments will be briefly described below, and it is obvious that the drawings in the following description are only some embodiments described in the present utility model, and other drawings may be obtained according to these drawings for a person having ordinary skill in the art.
FIG. 1 is a schematic structural view of a hydraulic climbing form steel-wood form seam reinforcing device provided by an embodiment of the utility model;
FIG. 2 is a schematic structural view of a device for reinforcing a seam between steel and wood templates of a hydraulic climbing form according to another embodiment of the present utility model;
FIG. 3 is a schematic structural view of a joint strengthening device according to another embodiment of the present utility model;
FIG. 4 is a schematic view illustrating installation of a seam reinforcement device according to another embodiment of the present utility model;
fig. 5 is a schematic structural view of an elastic support according to another embodiment of the present utility model.
Reference numerals illustrate:
1. a steel template; 10. longitudinal side ribs; 101. an inner side surface; 102. an outer side surface; 103. fixing the side surface; 104. a connecting side surface; 2. a longitudinal connecting plate; 20. fixing the stiffening plate; 21. a connecting groove; 22. a mounting groove; 23. an elastic support; 231. an arc-shaped elastic sheet; 232. an end block; 233. a spring member; 3. a longitudinal pressing plate; 30. and a strip-shaped connecting plate.
Detailed Description
In order to make the technical scheme of the present utility model better understood by those skilled in the art, the present utility model will be further described in detail with reference to the accompanying drawings.
As shown in fig. 1-5, the utility model provides a reinforcing device for a splice joint of a hydraulic climbing formwork steel-wood formwork, which comprises a longitudinal connecting plate 2 and a fixed stiffening plate 20, wherein the two sides of a steel formwork 1 are respectively provided with a longitudinal side rib 10, the longitudinal connecting plate 2 is arranged along the length direction of the longitudinal side rib 10 and is perpendicular to the side edges of the longitudinal side rib 10, a plurality of fixed stiffening plates 20 are sequentially arranged on the side edges of the longitudinal side rib 10 at intervals along the length direction, the longitudinal connecting plate 2 is fixedly arranged on the fixed stiffening plate 20, and a connecting gap consistent with the thickness of the wood formwork is formed between the longitudinal connecting plate 2 and the inner side face 101 of the steel formwork 1.
Specifically, the template system includes the wood form subassembly of installing at the vertical planar of cable tower outer wall and installs the steel form on the vertical curved surface of cable tower outer wall, the wood form subassembly includes wood form, wood word roof beam, back steel encloses purlin and molding wood and constitutes, the wood form passes through iron nail or wood screw fixation with wood I-beam, steel encloses between purlin and the wood word roof beam through bolted connection, steel form 1 includes longitudinal rib 10, horizontal rib, steel panel, cross rib, longitudinal rib, billet and stiffening plate, wood form subassembly and steel form 1 are the structure commonly used among the prior art, not described in detail. The seam strengthening device in this embodiment is arranged on the longitudinal side rib 10 of the steel template 1 and is used for being connected with a wood template, so that when the template is installed, the seam strengthening device is positioned at a vertical seam between the steel template 1 and the wood template in the same section, the seam is ensured to be in direct sealing connection, and the outward slurry seepage of concrete in the pouring process is avoided.
In this embodiment, the both sides of steel form 1 all are provided with vertical limit rib 10, all be provided with the piece reinforcing apparatus on two vertical limit ribs 10, piece reinforcing apparatus includes longitudinal connection board 2 and fixed stiffening plate 20, longitudinal connection board 2 sets up along the length direction of longitudinal limit rib 10, longitudinal connection board 2 sets up perpendicularly with the fixed surface of longitudinal limit rib 10, longitudinal connection board 2 includes fixed surface and the junction surface that is parallel to each other, be provided with a plurality of fixed stiffening plates 20 in one side of fixed surface, fixed stiffening plate 20 is a strip shaped plate, strip shaped plate welded fastening is on longitudinal limit rib 10, fixed stiffening plate 20 has a plurality of, a plurality of fixed stiffening plates 20 are along the length direction of longitudinal limit rib 10 interval sets up in proper order, the junction surface of longitudinal connection board 2 is used for being connected with the plank sheathing laminating, for promoting the connection effect of longitudinal connection board 2 and plank sheathing, the junction surface and plank sheathing parallel arrangement, and the junction gap is pre-set up between the medial surface 101 of longitudinal connection board 2 and steel form 1, the thickness of junction gap is the same with plank sheathing, in the thickness phase-match with the thickness of plank sheathing 1 when the longitudinal connection board 1 is located in the same place when the longitudinal connection plank sheathing 1, the joint is located in the joint 1 with the longitudinal connection plank sheathing, the longitudinal connection 1, the joint is located in the same place of longitudinal connection plank sheathing, the longitudinal connection 1 and the longitudinal connection template is realized.
The utility model provides a hydraulic climbing formwork steel-wood formwork joint reinforcing device, which comprises a longitudinal connecting plate 2 and a fixed stiffening plate 20, wherein the steel formwork 1 comprises longitudinal side ribs 10 arranged on two sides, the two longitudinal side ribs 10 are provided with joint reinforcing devices, each joint reinforcing device comprises a longitudinal connecting plate 2 and a fixed stiffening plate 20, a connecting gap consistent with the thickness of a wood formwork is formed between the longitudinal connecting plate 2 and the inner side face 101 of the steel formwork 1, so that the connecting strength between the steel formwork 1 and the wood formwork is increased through the longitudinal connecting plate 2, and the vertical connecting joint of the wood formwork and the steel formwork 1 can be just corresponding through the longitudinal connecting plate 2, so that the vertical connecting joint is sealed, the phenomenon of outward slurry seepage in the pouring process is avoided, and the forming effect of concrete is improved.
In the embodiment provided by the utility model, preferably, the thickness of the longitudinal side rib 10 is greater than that of the steel form 1, the longitudinal side rib 10 comprises an inner side surface 101, an outer side surface 102, and a fixing side surface 103 and a connecting side surface 104 which are connected between the inner side surface 101 and the outer side surface 102, the inner side surface 101, the outer side surface 102, the fixing side surface 103 and the connecting side surface 104 are four surfaces of the longitudinal side rib 10, the inner side surface 101 and the outer side surface 102 are two opposite sides, the fixing side surface 103 and the connecting side surface 104 are two opposite sides, the inner side surface 101 is a surface of the longitudinal side rib 10 corresponding to the outer wall of the cable tower, the inner side surface 101 and the inner side surface 101 of the steel form 1 are positioned on the same curved surface, the fixing surface is fixedly arranged with the steel form 1, the longitudinal connecting plate 2 is fixedly arranged on the connecting surface, and the longitudinal connecting plate 2 and the inner side surface 101 can be parallel or approximately parallel.
In the embodiment provided by the utility model, preferably, the longitudinal side ribs 10 and the longitudinal connecting plates 2 are connected to form an L-shaped connecting structure, so that in the use process, the steel templates 1 are arranged on two sides of the wood templates, namely, the L-shaped connecting structure is arranged on two sides of the wood templates, and the two sides of the wood templates are connected in a sealing way by the connecting structure, so that a vertical connecting seam between the wood templates and the longitudinal side ribs 10 is sealed.
In the embodiment provided by the utility model, preferably, the two longitudinal side ribs 10 of the steel template 1 are provided with the longitudinal connecting plates 2, the length of the longitudinal connecting plates 2 is identical to that of the steel template 1, and the longitudinal connecting plates 2 at the two sides of the steel template 1 have the same structure.
In another embodiment provided by the utility model, the wood board further comprises a longitudinal pressing plate 3 which is arranged on the longitudinal connecting plate 2 in a sliding manner, the length of the longitudinal pressing plate 3 is consistent with that of the longitudinal connecting plate 2, the width of the longitudinal pressing plate 3 is larger than that of the longitudinal connecting plate 2, and the contact area between the longitudinal pressing plate 3 and the wood board can be increased by arranging the longitudinal pressing plate 3.
In another embodiment provided by the utility model, preferably, the connecting groove 21 is arranged on the longitudinal connecting plate 2, the strip-shaped connecting plate 30 is arranged on the longitudinal pressing plate 3, the strip-shaped connecting plate 30 is arranged in the connecting groove 21, the connecting groove 21 is arranged along the length direction of the longitudinal connecting plate 2, the connecting groove 21 can be a notch-shaped groove or a U-shaped groove, the strip-shaped connecting plate 30 is consistent with the connecting groove 21 in size, the strip-shaped connecting plate 30 is limited in the connecting groove 21 in a sliding way, for example, a sliding block is arranged on the side wall of the strip-shaped connecting plate 30, a sliding limiting groove is arranged on the side wall of the connecting groove 21, and the sliding block is connected in the sliding limiting groove in a sliding way, so that the longitudinal pressing plate 3 has a small movement range.
In another embodiment provided by the utility model, preferably, the device further comprises an elastic support piece 23, wherein the connecting groove 21 is internally provided with a mounting groove 22, the elastic support piece 23 is arranged in the mounting groove 22, and the strip-shaped connecting plate 30 receives the elastic support of the elastic support piece 23 and can elastically move in the connecting groove 21; the installation recess 22 has a plurality ofly, a plurality of installation recesses 22 set up along the length direction of spread groove 21 interval in proper order, all be provided with an elastic support piece 23 in each installation recess 22, elastic support piece 23 includes arc elastic piece 231 and sets up the spring piece 233 at arc elastic piece 231 both ends, the both ends of annular elastic piece are provided with end piece 232, end piece 232 is connected with the elastic piece, and arc elastic piece 231 has part to stretch out from installation recess 22 all the time, and after the arc elastic plate returns to initial length, then the connection clearance that vertical butt clamp plate 3 and longitudinal side rib 10 formed is less than the thickness of wood form, so when using, after wood form and longitudinal side rib 10 are fixed, under the butt of arc elastic piece 231 to bar connecting plate 30, make vertical butt clamp plate 3 can laminate on the wood form, promote the sealed effect to the vertical joint seam of wood form and steel form 1.
While certain exemplary embodiments of the present utility model have been described above by way of illustration only, it will be apparent to those of ordinary skill in the art that modifications may be made to the described embodiments in various different ways without departing from the spirit and scope of the utility model. Accordingly, the drawings and description are to be regarded as illustrative in nature and not as restrictive of the scope of the utility model, which is defined by the appended claims.
Claims (8)
1. The utility model provides a hydraulic pressure creeping formwork steel wood form piece reinforcing apparatus which characterized in that includes:
the steel template comprises a longitudinal connecting plate, wherein longitudinal side ribs are arranged on two sides of the steel template, and the longitudinal connecting plate is arranged along the length direction of the longitudinal side ribs and is perpendicular to the side edges of the longitudinal side ribs;
the fixed stiffening plate, the side of vertical limit rib is provided with a plurality of along length direction interval in proper order fixed stiffening plate, vertical connecting plate fixed mounting is in on the fixed stiffening plate, vertical connecting plate with form a connection clearance unanimous with plank sheathing thickness between the medial surface of steel form.
2. The hydraulic creeping formwork steel-wood form seam reinforcement device according to claim 1, wherein the longitudinal side rib has a thickness greater than a thickness of the steel form.
3. The hydraulic creeping formwork steel-wood formwork splice reinforcement device of claim 1, wherein the longitudinal side rib comprises an inner side surface, an outer side surface, and a fixing side surface and a connecting side surface connecting the inner side surface and the outer side surface, the inner side surface and the inner side surface of the steel formwork are positioned on the same curved surface, the fixing side surface and the steel formwork are fixedly arranged, and the longitudinal connecting plate is fixedly arranged on the connecting side surface.
4. The device for reinforcing a splice joint of a steel-wood formwork of a hydraulic climbing formwork of claim 1, wherein the longitudinal side ribs and the longitudinal connecting plates are connected to form an L-shaped connecting structure.
5. The hydraulic climbing formwork steel-wood formwork joint reinforcing device according to claim 1, wherein the longitudinal connecting plates are arranged on the two longitudinal side ribs of the steel formwork, and the length of each longitudinal connecting plate is identical to that of the steel formwork.
6. The hydraulic creeping formwork steel-wood form seam reinforcement device according to claim 1, further comprising a longitudinal pressing plate movably arranged on the longitudinal connecting plate, wherein the length of the longitudinal pressing plate is identical to the length of the longitudinal connecting plate, and the width of the longitudinal pressing plate is larger than the width of the longitudinal connecting plate.
7. The hydraulic creeping formwork steel wood form joint strengthening device according to claim 6, wherein a connecting groove is arranged on the longitudinal connecting plate, a strip-shaped connecting plate is arranged on the longitudinal pressing plate, and the strip-shaped connecting plate is limited in the connecting groove in a sliding manner.
8. The device for reinforcing the splice joint of the steel-wood formworks of the hydraulic climbing formwork according to claim 7, further comprising an elastic supporting piece, wherein a mounting groove is formed in the connecting groove, the elastic supporting piece is arranged in the mounting groove, and the strip-shaped connecting plate can accept the elastic supporting of the elastic supporting piece to be attached to the wood formworks.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202322351566.6U CN220434209U (en) | 2023-08-30 | 2023-08-30 | Reinforcing device for splice joint of hydraulic climbing formwork steel-wood template |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202322351566.6U CN220434209U (en) | 2023-08-30 | 2023-08-30 | Reinforcing device for splice joint of hydraulic climbing formwork steel-wood template |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN220434209U true CN220434209U (en) | 2024-02-02 |
Family
ID=89703294
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202322351566.6U Active CN220434209U (en) | 2023-08-30 | 2023-08-30 | Reinforcing device for splice joint of hydraulic climbing formwork steel-wood template |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN220434209U (en) |
-
2023
- 2023-08-30 CN CN202322351566.6U patent/CN220434209U/en active Active
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