CN220867989U - Hoop steel template - Google Patents

Hoop steel template Download PDF

Info

Publication number
CN220867989U
CN220867989U CN202322434012.2U CN202322434012U CN220867989U CN 220867989 U CN220867989 U CN 220867989U CN 202322434012 U CN202322434012 U CN 202322434012U CN 220867989 U CN220867989 U CN 220867989U
Authority
CN
China
Prior art keywords
hoop
bolt
panel
wall
connecting bolt
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
Application number
CN202322434012.2U
Other languages
Chinese (zh)
Inventor
刘三鹏
李剑飞
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Wuhan Hanjiang Metal Steel Mould Co ltd
Original Assignee
Wuhan Hanjiang Metal Steel Mould Co ltd
Priority date (The priority date 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 date listed.)
Filing date
Publication date
Application filed by Wuhan Hanjiang Metal Steel Mould Co ltd filed Critical Wuhan Hanjiang Metal Steel Mould Co ltd
Priority to CN202322434012.2U priority Critical patent/CN220867989U/en
Application granted granted Critical
Publication of CN220867989U publication Critical patent/CN220867989U/en
Active legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Classifications

    • YGENERAL 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
    • Y02TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
    • Y02EREDUCTION OF GREENHOUSE GAS [GHG] EMISSIONS, RELATED TO ENERGY GENERATION, TRANSMISSION OR DISTRIBUTION
    • Y02E10/00Energy generation through renewable energy sources
    • Y02E10/20Hydro energy

Landscapes

  • Bridges Or Land Bridges (AREA)

Abstract

The utility model relates to the technical field of bridge steel templates, and discloses a hoop steel template, which comprises a hoop panel, wherein a first bolt mounting hole is formed in the left side of the outer wall of the hoop panel, and through the arrangement of the hoop panel, a first connecting bolt, a second connecting bolt and a hoop connecting plate, temporary loads and the weight of a capping beam are directly transmitted to a pier column through the hoop panel, the first connecting bolt, the second connecting bolt and the hoop connecting plate, no requirement is met on a foundation, the mounting heights of the hoop panel, the first connecting bolt, the second connecting bolt and the hoop connecting plate can be changed along with the height of the pier column, no additional cushion blocks or distribution beams for adjusting the bottom die height are needed, the overall adaptability is strong, no matter whether a tie beam exists on a water bank, the anchor beam can be adopted only by a circular pier column, the appearance of the pier column cannot be destroyed, the support does not have non-elastic deformation during construction, the pre-compaction is not needed, the installation construction process is time-saving and labor-saving, and a large amount of cost is saved.

Description

Hoop steel template
Technical Field
The utility model relates to the technical field of bridge steel templates, in particular to a hoop steel template.
Background
The bridge steel template is a steel template special for constructing railway or highway bridges, and is widely applied to constructional engineering.
However, the existing bridge steel templates have higher bearing requirements on the foundation, the heights are difficult to adjust along with the heights of pier columns, the sizing blocks or the distribution beams for adjusting the heights of the bottom molds are additionally added, time and labor are wasted in the installation and construction aspect, and the construction cost is higher.
For this purpose, we propose a hoop steel form.
Disclosure of utility model
The utility model mainly solves the technical problems existing in the prior art and provides a hoop steel template.
In order to achieve the above purpose, the utility model adopts the following technical scheme that the hoop steel template comprises a hoop panel, wherein a first bolt mounting hole is formed in the left side of the outer wall of the hoop panel, a second bolt mounting hole is formed in the right side of the outer wall of the hoop panel, a first connecting bolt is movably mounted at the position of the first bolt mounting hole on the inner wall of the hoop panel, a second connecting bolt is movably mounted at the position of the second bolt mounting hole on the inner wall of the hoop panel, a hoop connecting plate is movably mounted at the lower end of the outer wall of the first connecting bolt, a third bolt mounting hole is formed in the left side of the outer wall of the hoop connecting plate, a fourth bolt mounting hole is formed in the right side of the outer wall of the hoop connecting plate, and the fourth bolt mounting hole is movably connected with the lower end of the outer wall of the second connecting bolt.
Preferably, a first reinforcing plate is fixedly arranged on the left side of the top of the hoop panel, and a second reinforcing plate is fixedly arranged on the right side of the top of the hoop panel.
Preferably, a first positioning block is fixedly arranged on the left side of the bottom of the hoop panel.
Preferably, a second positioning block is fixedly arranged on the right side of the bottom of the hoop panel.
Preferably, a first positioning groove is formed in the left side of the top of the hoop connecting plate.
Preferably, the first positioning groove is movably connected with the outer wall of the first positioning block.
Preferably, a second positioning groove is formed in the right side of the top of the hoop connecting plate.
Preferably, the second positioning groove is movably connected with the outer wall of the second positioning block.
Advantageous effects
The utility model provides a hoop steel template. The beneficial effects are as follows:
(1) This staple bolt steel form, through having set up the staple bolt panel, first connecting bolt, second connecting bolt and staple bolt connecting plate, the staple bolt panel, first connecting bolt, second connecting bolt and staple bolt connecting plate are with interim load and direct the giving the pier stud of bent cap weight, there is not any requirement to the ground, the mounting height of staple bolt panel, first connecting bolt, second connecting bolt and staple bolt connecting plate can follow pier stud height variation, do not need extra spacer or the distribution roof beam of adjusting die block height, whole strong adaptability, no matter there is the tie beam in the aquatic bank, if just can adopt as long as circular pier stud, and can not destroy pier stud outward appearance, the support does not have non-bullet to warp during the construction, need not carry out the pre-compaction, labour saving and time saving has saved a large amount of costs in the installation work progress.
(2) This staple bolt steel form, through having set up first reinforcing plate, first reinforcing plate can improve the structural strength of whole staple bolt panel by a wide margin, makes the staple bolt panel more durable.
(3) This staple bolt steel form through having set up first locating piece, second locating piece, first constant head tank and second constant head tank, can improve the convenience of installing between staple bolt panel and the staple bolt connecting plate through the mutual block between first locating piece, second locating piece, first constant head tank and the second constant head tank, provides the stability between staple bolt panel and the staple bolt connecting plate simultaneously.
Drawings
FIG. 1 is a schematic view of the front overall structure of the present utility model;
FIG. 2 is a schematic top view of the present utility model;
FIG. 3 is a schematic view of the bottom structure of the anchor ear panel of the present utility model;
fig. 4 is a schematic diagram of the top structure of the hoop connecting plate of the present utility model.
Legend description: 10. a hoop panel; 11. a first bolt mounting hole; 12. a second bolt mounting hole; 13. a first connecting bolt; 14. a second connecting bolt; 15. a hoop connecting plate; 16. a third bolt mounting hole; 17. a fourth bolt mounting hole; 18. a first reinforcing plate; 19. a second reinforcing plate; 20. a first positioning block; 21. a second positioning block; 22. a first positioning groove; 23. and a second positioning groove.
Detailed Description
Embodiment one: 1-2, including anchor ear panel 10, anchor ear panel 10's inner wall is located first bolt mounting hole 11 department movable mounting and has first connecting bolt 13, anchor ear panel 10's inner wall is located second bolt mounting hole 12 department movable mounting and has second connecting bolt 14, first connecting bolt 13's outer wall lower extreme movable mounting has anchor ear connecting plate 15, anchor ear panel 10's top left side fixed mounting has first reinforcing plate 18, anchor ear panel 10's top right side fixed mounting has second reinforcing plate 19, through having set up anchor ear panel 10, first connecting bolt 13, second connecting bolt 14 and anchor ear connecting plate 15, anchor ear panel 10, first connecting bolt 13, second connecting bolt 14 and anchor ear connecting plate 15 are with temporary load and direct the giving the pier stud of cover beam weight, there is not any requirement to the ground, anchor ear panel 10, first connecting bolt 13, second connecting bolt 14 and anchor ear connecting plate 15's mounting height can be along with pier stud height variation, need not additionally adjust high backing timber or distribution roof beam, can not be had the time saving in the installation, the installation cost is not destroyed in the water, the installation has no matter has no time saving, the pier stud is out of shape, the installation has no time saving in the construction process, the installation has no time saving in the pier stud has no time saving, and no deformation.
Embodiment two: on the basis of the first embodiment, as shown in fig. 3, a first bolt mounting hole 11 is formed in the left side of the outer wall of the anchor ear panel 10, a second bolt mounting hole 12 is formed in the right side of the outer wall of the anchor ear panel 10, a first positioning block 20 is fixedly mounted on the left side of the bottom of the anchor ear panel 10, a second positioning block 21 is fixedly mounted on the right side of the bottom of the anchor ear panel 10, and the first reinforcing plate 18 is arranged to greatly improve the structural strength of the whole anchor ear panel 10, so that the anchor ear panel 10 is more durable.
Embodiment III: on the basis of the first embodiment and the second embodiment, as shown in fig. 4, the third bolt mounting hole 16 is formed in the left side of the outer wall of the anchor ear connecting plate 15, the third bolt mounting hole 16 is movably connected with the lower end of the outer wall of the first connecting bolt 13, the fourth bolt mounting hole 17 is formed in the right side of the outer wall of the anchor ear connecting plate 15, the fourth bolt mounting hole 17 is movably connected with the lower end of the outer wall of the second connecting bolt 14, the first positioning groove 22 is formed in the left side of the top of the anchor ear connecting plate 15, the first positioning groove 22 is movably connected with the outer wall of the first positioning block 20, the second positioning groove 23 is formed in the right side of the top of the anchor ear connecting plate 15, the second positioning groove 23 is movably connected with the outer wall of the second positioning block 21, and the first positioning block 20, the second positioning block 21, the first positioning groove 22 and the second positioning groove 23 are movably connected, and convenience in mounting between the anchor ear panel 10 and the anchor ear connecting plate 15 can be improved through mutual clamping between the first positioning block 20, the second positioning block 21, the first positioning groove 22 and the second positioning groove 23, and the anchor ear connecting plate 15, and stability between the anchor ear panel 10 and the anchor ear connecting plate 15 can be provided.
The working principle of the utility model is as follows: the anchor ear panel 10 and the anchor ear connecting plate 15 are arranged on the pier column through the first connecting bolt 13 and the second connecting bolt 14, and the height can be adjusted at will according to the requirement.
The foregoing has shown and described the basic principles and main features of the present utility model and the advantages of the present utility model. It will be understood by those skilled in the art that the present utility model is not limited to the embodiments described above, and that the above embodiments and descriptions are merely illustrative of the principles of the present utility model, and various changes and modifications may be made without departing from the spirit and scope of the utility model, which is defined in the appended claims. The scope of the utility model is defined by the appended claims and equivalents thereof.

Claims (8)

1. The utility model provides a staple bolt steel form, includes staple bolt panel (10), its characterized in that: first bolt mounting hole (11) have been seted up in the outer wall left side of staple bolt panel (10), second bolt mounting hole (12) have been seted up on the outer wall right side of staple bolt panel (10), first connecting bolt (13) have been located to the inner wall of staple bolt panel (10) in first bolt mounting hole (11) department movable mounting, second connecting bolt (14) have been located to the inner wall of staple bolt panel (10) in second bolt mounting hole (12) department movable mounting, third bolt mounting hole (16) have been seted up in the outer wall left side of staple bolt connecting plate (15), and fourth bolt mounting hole (17) have been seted up on the outer wall right side of staple bolt connecting plate (15) and the outer wall lower extreme swing joint of second connecting bolt (14).
2. The hoop steel form of claim 1, wherein: the first reinforcing plate (18) is fixedly arranged on the left side of the top of the anchor ear panel (10), and the second reinforcing plate (19) is fixedly arranged on the right side of the top of the anchor ear panel (10).
3. The hoop steel form of claim 1, wherein: the left side of the bottom of the anchor ear panel (10) is fixedly provided with a first positioning block (20).
4. The hoop steel form of claim 1, wherein: the right side of the bottom of the anchor ear panel (10) is fixedly provided with a second positioning block (21).
5. The hoop steel form of claim 1, wherein: a first positioning groove (22) is formed in the left side of the top of the hoop connecting plate (15).
6. The hoop-steel form of claim 5, wherein: the first positioning groove (22) is movably connected with the outer wall of the first positioning block (20).
7. The hoop steel form of claim 1, wherein: a second positioning groove (23) is formed in the right side of the top of the hoop connecting plate (15).
8. The hoop steel form of claim 7, wherein: the second positioning groove (23) is movably connected with the outer wall of the second positioning block (21).
CN202322434012.2U 2023-09-08 2023-09-08 Hoop steel template Active CN220867989U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN202322434012.2U CN220867989U (en) 2023-09-08 2023-09-08 Hoop steel template

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN202322434012.2U CN220867989U (en) 2023-09-08 2023-09-08 Hoop steel template

Publications (1)

Publication Number Publication Date
CN220867989U true CN220867989U (en) 2024-04-30

Family

ID=90819232

Family Applications (1)

Application Number Title Priority Date Filing Date
CN202322434012.2U Active CN220867989U (en) 2023-09-08 2023-09-08 Hoop steel template

Country Status (1)

Country Link
CN (1) CN220867989U (en)

Similar Documents

Publication Publication Date Title
CN205935641U (en) Template formwork system of aluminum alloy shear force wall
CN105625186A (en) Method for constructing large-section concrete Y-shaped column
CN220867989U (en) Hoop steel template
CN210712526U (en) Straddle type single-rail steel pipe concrete double-line pier
CN209194354U (en) High-altitude long-span binder base-supporting shellfish thunder support construction
CN110453916A (en) By the arc beam construction method of adjustable arc beams regularization formwork erecting structure
CN105178192A (en) Adjustable tie beam and pier stud integrated construction process and special construction template
CN211058291U (en) Aluminum alloy template variable cross-section structure
CN212670466U (en) Steel hoop supporting structure for assembled pile foundation wharf
CN212478235U (en) Steel bar truss floor support plate with support-free recyclable bottom die
CN2184038Y (en) Wood-bamboo plywood formwork with steel section frame
CN205348753U (en) Cast -in -place shaping of reinforced concrete structure is with turnover assembling die
CN2383906Y (en) Special steel forming plate for bridge
CN219213505U (en) Operation platform is used in prefabricated pier stud production
CN219175295U (en) Bailey beam combined deepwater cofferdam
CN218894399U (en) Hanging die body system for water inlet protection structure of storage tank
CN210561763U (en) Height-adjustable beam cover bottom mould supporting structure
CN219386821U (en) Cast-in-place concrete hollow floor reinforcing device
CN220469099U (en) Multilayer crossed reinforced concrete V-shaped cylindrical structure
CN217679091U (en) Walking type hydraulic template
CN211572563U (en) Rammed earth wall template of two-way restraint
CN215483062U (en) Template device is pour in bulky concrete cushion cap layering
CN215801083U (en) Concrete construction support for beam bridge floor slab
CN219908589U (en) Support system for construction of cable tower lower beam
CN220847129U (en) Folding reinforcing tool for bridge deck pavement side mold of steel-concrete composite beam

Legal Events

Date Code Title Description
GR01 Patent grant
GR01 Patent grant