CN209538033U - A kind of customization bridge pier template - Google Patents
A kind of customization bridge pier template Download PDFInfo
- Publication number
- CN209538033U CN209538033U CN201821836514.0U CN201821836514U CN209538033U CN 209538033 U CN209538033 U CN 209538033U CN 201821836514 U CN201821836514 U CN 201821836514U CN 209538033 U CN209538033 U CN 209538033U
- Authority
- CN
- China
- Prior art keywords
- steel
- steel form
- manual operation
- operation platform
- support plate
- 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.)
- Expired - Fee Related
Links
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 60
- 239000010959 steel Substances 0.000 claims abstract description 60
- 238000010276 construction Methods 0.000 abstract description 9
- 238000009434 installation Methods 0.000 abstract description 5
- 238000003466 welding Methods 0.000 abstract description 4
- 238000009415 formwork Methods 0.000 abstract description 3
- 238000004080 punching Methods 0.000 description 3
- 230000003014 reinforcing effect Effects 0.000 description 2
- 230000009286 beneficial effect Effects 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 239000004570 mortar (masonry) Substances 0.000 description 1
- 238000000465 moulding Methods 0.000 description 1
- 230000002093 peripheral effect Effects 0.000 description 1
- 238000006467 substitution reaction Methods 0.000 description 1
- 230000009466 transformation Effects 0.000 description 1
Landscapes
- Bridges Or Land Bridges (AREA)
Abstract
The utility model discloses a kind of customization bridge pier templates, it is set to pier stud two sides, including the steel form arranged according to pier stud two sides design profile, it is equipped with the rectangular box of several lateral arrangement being formed by welding by steel plate from top to bottom in steel form outer surface, it is provided with through slot at the top of rectangular box, is drilled with several boltholes on the steel form being located in the through slot;It is additionally provided with one of support plate manual operation platform with together in steel form outer surface, support plate is welded by I-steel in steel form outer surface, and manual operation platform is welded on steel form by steel plate, and manual operation platform outer end is equipped with guard rail.The template convenient disassembly, easy for installation, safe and reliable, inconvenience and drawback when the traditional Pier Formwork of reduction is installed, raising construction quality and efficiency.
Description
Technical field
The utility model relates to technical field of bridge construction, and in particular to a kind of customization bridge pier template.
Background technique
It when carrying out Bridge Pier Construction, is up constructed according to overmolded, after template this layer has conserved, carried out at once
Disassembly, is mounted above.For conventional template in construction, disassembly is inconvenient and workbench is dangerous, and especially bridge pier is high
Need to guarantee the safety of workbench when spending very high, the junction between template and pier stud is very important.
Therefore it finds out one kind and can solve and solves the problems, such as that template is likely to occur in Bridge Pier Construction very well, solution traditional construction is put down
The drawbacks of platform, problem was very necessary.
Utility model content
The purpose of this utility model is to provide a kind of customization bridge pier template, with overcome it is of the existing technology not
Foot.
The technical solution of the utility model is as follows:
The customization bridge pier template of the utility model is set to pier stud two sides, including according to pier stud two sides design profile
The steel form of arrangement is equipped with the rectangular box of several lateral arrangement being formed by welding by steel plate in steel form outer surface from top to bottom
Body is provided with through slot at the top of rectangular box, is drilled with several boltholes on the steel form being located in the through slot;In steel form
Outer surface is additionally provided with one of support plate manual operation platform with together with, support plate welded by I-steel in steel form outer surface and
At manual operation platform is welded on steel form by steel plate, and manual operation platform outer end is equipped with guard rail.
Wherein, support plate and manual operation platform bottom are equipped with diagonal brace steel plate, and diagonal brace steel plate one end is welded on support plate
Or manual operation platform bottom outer end, other end oblique weld is on steel form.Support plate is located in the manual operation platform
Portion.
In addition, being equipped with steel basketry mesh sheet in manual operation platform.
The beneficial effects of the utility model are: after first piece of template is installed successfully, second piece of template can be according to pouring
Height, different height is set, at the same based on first piece of template install second piece, third block again with second piece for base
Plinth.And so on.The template convenient disassembly, easy for installation, safe and reliable, inconvenience and disadvantage when the traditional Pier Formwork of reduction is installed
Construction quality and efficiency are improved in end.
Detailed description of the invention
Fig. 1 is that the Pier Formwork of the utility model sets up schematic diagram;
Fig. 2 is the punching block plan view of the utility model.
The label in accompanying drawing is: 1- rectangular box, 2- support plate, 3- guard rail, 4- manual operation platform, 5- diagonal brace
Steel plate, 6- bolthole, 7- pier stud, 8- steel form.
Specific embodiment
The utility model is described in further detail with reference to the accompanying drawings and examples, but appoints not as to the utility model
What is limited.
As shown in Figs. 1-2, the utility model bridge abutment moulding plate use, it include be arranged in 7 design profile two sides of pier stud
Steel form 8, steel form 8 is equipped with the support plate 2 welded by I-steel, at least provided with two on each steel form 8
The support plate 2 that block I-steel is constituted, template wicking height when which is to facilitate adjustment over-form construction, rises
To the effect of temporary support.Meanwhile the manual operation platform 4 being welded by steel plate is additionally provided on steel form 8, it is artificial to grasp
The outside for making platform 4 is equipped with upward protection pull rod 3, and guard rail 3 is to be connected to one with 4 bottom steel plate of manual operation platform
It rises, two bars can be set in guard rail 3, and steel basketry mesh sheet is banded in manual operation platform 4 and is paved with.
As shown in Fig. 2, several rectangular box 1 being welded by steel plate is additionally provided on steel form 8, in the rectangular box
1 top is provided with elongated slot, and bolthole 6 is drilled on the steel form 8 in elongated slot, and bolthole 6 is located inside the groove of template front,
Every about 50cm be arranged a bolthole 6, during actual construction, anchor pole be inserted into bolthole 6, be connected with the reinforcing bar among pier stud 7 or
6 pairs of the bolthole drawings of person and opposite.
When it is implemented, carrying out in accordance with the following steps:
(1) it needs to do a mortar step in bridge pier periphery when regarding first piece of steel form, first segment template will be as
Basis overlap joint.In template installation, first mounting vertical plane steel form, in seating side steel form, the junction of template and template is adopted
It is connected with threaded screw, must guarantee not spillage.
(2) before the installation of first segment steel form, according to height is poured, rectangular box 1 is welded outside punching block, then in square
Groove beats bolthole 6 above shape cabinet, and the diameter of punching depends on the diameter of Counter-pulled bolts, to facilitate Counter-pulled bolts to pass through.Peace
Screw arbor with nut at both-ends is put on from groove at once after filling the template in a face, after waiting fixed one side, is erecting to face die plate, anchor pole is worn
The more groove port on opposite, it is fixed to drawing reinforcing bar.Peripheral crane cooperation is artificial simultaneously carries out Template Location.
(3) after installing first piece of steel form 8, then bearing diagonal steel plate 5 and manual operation are being installed in face on the template
Platform 4,4 bottom of manual operation platform are bound using steel basketry mesh sheet.It is flat in manual operation after steel basketry mesh sheet has installed
Guard rail 3 is installed, diagonal brace steel plate 5 is welded on steel form 8, and guard rail 3 and manual operation platform 4 are also welding on platform.
Start to weld support plate 2 after the completion of welding.
(4) it when subsequent steel form is installed, is installed according to above-mentioned installation steps;And so on.
The specific application example of above only the utility model, there are also other embodiments, all uses for the utility model
The technical solution that equivalent substitution or equivalent transformation is formed, all falls within protection scope required by the utility model.
Claims (4)
1. a kind of customization bridge pier template is set to pier stud (7) two sides, it is characterised in that: including being set according to pier stud (7) two sides
The steel form (8) for counting outline welds structure by steel plate what steel form (8) outer surface was equipped with several lateral arrangement from top to bottom
At rectangular box (1), be provided with through slot at the top of rectangular box (1), be located at the through slot in steel form (8) on be drilled with
Several boltholes (6);It is additionally provided with one of support plate (2) and together manual operation platform (4) in steel form (8) outer surface, it is described
Support plate (2) is welded by I-steel in steel form (8) outer surface, and the manual operation platform (4) is by steel plate in steel form
(8) it is welded on, manual operation platform (4) outer end is equipped with guard rail (3).
2. customization bridge pier template according to claim 1, it is characterised in that: the support plate (2) and manual operation
Platform (4) bottom is equipped with diagonal brace steel plate (5), and described diagonal brace steel plate (5) one end is welded on support plate (2) or manual operation platform
(4) bottom outer end, other end oblique weld is on steel form (8).
3. customization bridge pier template according to claim 2, it is characterised in that: the support plate (2) is located at the people
Work operating platform (4) top.
4. customization bridge pier template according to claim 1, it is characterised in that: manual operation platform (4) upper berth
Equipped with steel basketry mesh sheet.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201821836514.0U CN209538033U (en) | 2018-11-08 | 2018-11-08 | A kind of customization bridge pier template |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201821836514.0U CN209538033U (en) | 2018-11-08 | 2018-11-08 | A kind of customization bridge pier template |
Publications (1)
Publication Number | Publication Date |
---|---|
CN209538033U true CN209538033U (en) | 2019-10-25 |
Family
ID=68248062
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
CN201821836514.0U Expired - Fee Related CN209538033U (en) | 2018-11-08 | 2018-11-08 | A kind of customization bridge pier template |
Country Status (1)
Country | Link |
---|---|
CN (1) | CN209538033U (en) |
-
2018
- 2018-11-08 CN CN201821836514.0U patent/CN209538033U/en not_active Expired - Fee Related
Similar Documents
Publication | Publication Date | Title |
---|---|---|
CN103452039B (en) | Cast-in-situs type Inverted T beam and bridge pier and Bridge Pier Construction technique thereof | |
CN209114332U (en) | A kind of long big section bent cap bracket system of overhanging | |
CN109267487A (en) | A kind of long big section bent cap bracket system of overhanging | |
CN103243649B (en) | The system and method for a kind of cable saddle Fast Installation, location | |
CN103469735B (en) | The mounting method of curve ultrahigh hollow column plate type pier top solid section template | |
CN106567538B (en) | A kind of positioning mold of toilet concrete flanging | |
CN202000265U (en) | Concrete construction formwork for high pier of bridge | |
CN206189607U (en) | Rag bolt location structure | |
CN106958233B (en) | For pouring the hydraulic self-lifting formula cantilever form construction method of Arch Dam Concrete | |
CN209538033U (en) | A kind of customization bridge pier template | |
CN205314539U (en) | Large -scale cantilever type combination steel form | |
CN110670873B (en) | Support system of steel formwork of ultrahigh large-section concrete column and construction method | |
CN103921347B (en) | Precast T-Beam floor reinforcing bar, prestress pipe are fixed draw and insert-type and are installed mould bases | |
CN207499592U (en) | A kind of construction place bounding wall guardrail structure | |
CN203429556U (en) | System for quickly installing and positioning cable saddle | |
CN203285056U (en) | Stair formwork supporting base | |
KR101367706B1 (en) | Steel Connection Structure For Self-Positioning of Composite Precast Concrete Member And Construction Method Thereof | |
CN205777629U (en) | A kind of Fabricated railing | |
CN211171457U (en) | Screw spike anchoring frame of concrete sleeper | |
CN205296821U (en) | Oblique roofing formwork system of heavy grade cast in situ concrete | |
CN210282669U (en) | Mould is used in production of reinforced concrete prefabricated component | |
CN204386139U (en) | Detachable structural steel anchor device | |
CN209685126U (en) | A kind of steel vestibule integrally promotes lifting lug device | |
CN209144856U (en) | A kind of formwork support structure of cup foundation inverted trapezoidal rim of a cup | |
CN207522823U (en) | It is a kind of for high-speed railway bridge floor shield without gasket fabricated device |
Legal Events
Date | Code | Title | Description |
---|---|---|---|
GR01 | Patent grant | ||
GR01 | Patent grant | ||
CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20191025 |
|
CF01 | Termination of patent right due to non-payment of annual fee |