CN210562150U - Reusable type high-pile wharf steel pipe pile core hanging bottom supporting die - Google Patents
Reusable type high-pile wharf steel pipe pile core hanging bottom supporting die Download PDFInfo
- Publication number
- CN210562150U CN210562150U CN201921073399.0U CN201921073399U CN210562150U CN 210562150 U CN210562150 U CN 210562150U CN 201921073399 U CN201921073399 U CN 201921073399U CN 210562150 U CN210562150 U CN 210562150U
- Authority
- CN
- China
- Prior art keywords
- steel
- groove
- draw
- pipe pile
- pile
- 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
Images
Landscapes
- Piles And Underground Anchors (AREA)
Abstract
The utility model relates to a repeatedly usable formula high pile pier steel-pipe pile stake core hangs end formwork, including the steel sheet, its characterized in that, the steel sheet is the rectangle steel sheet, be equipped with the draw-in groove that runs through the bottom on the steel sheet, the draw-in groove is the structure setting of falling the U-shaped, the steel sheet with the draw-in groove gallows is constituteed to the draw-in groove, the fixed welding of steel pipe is in the steel sheet on the surface. The utility model has the advantages of simple structure, reasonable in design, change into through the form that will hang end reinforcing bar and steel-pipe pile and be connected and hang end reinforcing bar and draw-in groove gallows and carry out fixed connection, cast-in-place steel-pipe pile core top protective layer has both been controlled, cast-in-place steel-pipe pile core steel reinforcement cage corrosion problems has been avoided again, the whole quality of cast-in-place steel-pipe pile core has been guaranteed, site constructor is connected with the steel-pipe pile through the steel sheet that adopts the draw-in groove, and is easy for operation, and fast, the efficiency of construction is improved, the dangerous coefficient of cast-in-place steel-pipe pile core.
Description
Technical Field
The utility model relates to a steel-pipe pile core hangs end formwork construction and uses auxiliary device technical field, especially relates to a but steel-pipe pile core hangs end formwork of repeatedly usable formula high-rise pier.
Background
The construction of the cast-in-place steel pipe pile core is usually located under the seawater environment, the traditional bottom-hanging structure used for the construction of the steel pipe pile core bottom-hanging formwork is connected with the steel pipe pile through bottom-hanging steel bars, the operation is complex, the construction efficiency is reduced, the construction danger coefficient of the cast-in-place steel pipe pile core is higher, the steel pipe pile core reinforcement cage is easy to corrode due to the influence of tide water, the integral quality of the cast-in-place steel pipe pile core is influenced, and the construction progress of the whole wharf can not be guaranteed.
Disclosure of Invention
The utility model aims at solving the defects of the prior art, and provides a reusable high-pile wharf steel pipe pile core hanging bottom formwork.
The utility model discloses a realize above-mentioned purpose, adopt following technical scheme:
the utility model provides a repeatedly usable formula high pile pier steel-pipe pile core hangs end formwork, includes the steel sheet, its characterized in that, the steel sheet is the rectangle steel sheet, be equipped with the draw-in groove that runs through the bottom on the steel sheet, the draw-in groove is the structure setting of falling the U-shaped, the steel sheet with draw-in groove gallows is constituteed to the draw-in groove, lie in on the steel sheet one side of draw-in groove be equipped with the parallel steel pipe of axis of draw-in groove, the fixed welding of steel pipe is in on the surface of steel.
The width of the steel plate is 100mm, and the thickness of the steel plate is 20 mm.
The opening width of the clamping groove is 40 mm.
The wall thickness of the steel pipe is 3 mm.
The inner diameter of the steel pipe is 18 mm.
And full welding is adopted between the steel pipe and the steel plate.
The utility model has the advantages that: the utility model has the advantages of simple structure, reasonable in design, change into through the form that will hang end reinforcing bar and steel-pipe pile and be connected and hang end reinforcing bar and draw-in groove gallows and carry out fixed connection, cast-in-place steel-pipe pile core top protective layer has both been controlled, cast-in-place steel-pipe pile core steel reinforcement cage corrosion problems has been avoided again, the whole quality of cast-in-place steel-pipe pile core has been guaranteed, site constructor is connected with the steel-pipe pile through the steel sheet that adopts the draw-in groove, and is easy for operation, and fast, the efficiency of construction is improved, the dangerous coefficient of cast-in-place steel-pipe pile core.
Drawings
Fig. 1 is a front view of the present invention;
fig. 2 is a bottom view of the present invention;
fig. 3 is a left side view of the present invention;
in the figure: 1-a steel plate; 2-a card slot; 3-a steel pipe;
the following detailed description will be made in conjunction with embodiments of the present invention with reference to the accompanying drawings.
Detailed Description
The invention will be further explained with reference to the following figures and examples:
as shown in the figure, a repeatedly usable formula high-pile wharf steel-pipe pile core hangs end formwork, including steel sheet 1, its characterized in that, steel sheet 1 is the rectangle steel sheet, be equipped with draw-in groove 2 that runs through the bottom on the steel sheet 1, draw-in groove 2 is the structure setting of falling the U-shaped, steel sheet 1 with draw-in groove 2 constitutes the draw-in groove gallows, lie in on the steel sheet 1 one side of draw-in groove 2 be equipped with the parallel steel pipe 3 of the axis of draw-in groove 2, 3 fixed welding of steel pipe is in steel sheet 1 on the surface.
The width of the steel plate 1 is 100mm, and the thickness of the steel plate is 20 mm.
The opening width of the clamping groove 2 is 40 mm.
The wall thickness of the steel pipe 3 is 3 mm.
The inner diameter of the steel pipe 3 is 18 mm.
And full welding is adopted between the steel pipe 3 and the steel plate 1.
Before the utility model is used, a draw-in groove hanger drawing is drawn according to site technicians, relevant units are entrusted to manufacture, when in use, the bottom hanging steel bar is combined with the steel pipe 3, the bottom hanging steel bar passes through the steel pipe 3, site constructors are connected with the steel pipe pile by adopting the steel plate 1 provided with the draw-in groove 2, the crawler crane is used for integrally completing the installation of the bottom hanging system, the site constructors are matched and fixed, the operation is simple and quick, the construction efficiency is improved, the construction danger coefficient of the pile core of the cast-in-situ steel pipe pile is reduced, the construction progress of the whole wharf is effectively ensured, the connection form of the bottom hanging steel bar and the steel pipe pile is changed into the fixed connection of the bottom hanging steel bar and the draw-in groove hanger, the top protective layer of the pile core of the cast-in-situ steel pipe pile is controlled, the corrosion problem of, after the concrete strength reached 75%, demolish the draw-in groove gallows, carry out recycle, the utility model discloses simple structure, reasonable in design.
The present invention has been described above with reference to the accompanying drawings, and it is obvious that the present invention is not limited by the above embodiments, and various improvements made by the method concept and technical solution of the present invention or directly applied to other occasions without improvement are all within the protection scope of the present invention.
Claims (6)
1. The utility model provides a repeatedly usable formula high-rise pile pier steel-pipe pile core hangs end formwork, includes steel sheet (1), its characterized in that, steel sheet (1) is the rectangle steel sheet, be equipped with draw-in groove (2) that run through the bottom on steel sheet (1), draw-in groove (2) are the structure setting of falling the U-shaped, steel sheet (1) with draw-in groove (2) are constituteed the draw-in groove gallows, lie in on steel sheet (1) one side of draw-in groove (2) be equipped with steel pipe (3) that the axis of draw-in groove (2) is parallel, fixed welding of steel pipe (3) is in steel sheet (1) on the surface.
2. The pile core suspended bottom formwork of the steel pipe pile of the reusable high-pile wharf according to claim 1, wherein the steel plate (1) is 100mm wide and 20mm thick.
3. The pile core suspended bottom formwork of the steel pipe pile of the reusable high-pile wharf according to claim 1, wherein the opening width of the clamping groove (2) is 40 mm.
4. The pile core suspended bottom formwork of the steel pipe pile of the reusable high-pile wharf according to claim 1, wherein the wall thickness of the steel pipe (3) is 3 mm.
5. The pile core suspended bottom formwork of the steel pipe pile of the reusable high-pile wharf according to claim 1, wherein the inner diameter of the steel pipe (3) is 18 mm.
6. The pile core suspended bottom formwork of the steel pipe pile of the reusable high-rise wharf according to claim 1, characterized in that full welding is adopted between the steel pipe (3) and the steel plate (1).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201921073399.0U CN210562150U (en) | 2019-07-10 | 2019-07-10 | Reusable type high-pile wharf steel pipe pile core hanging bottom supporting die |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201921073399.0U CN210562150U (en) | 2019-07-10 | 2019-07-10 | Reusable type high-pile wharf steel pipe pile core hanging bottom supporting die |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN210562150U true CN210562150U (en) | 2020-05-19 |
Family
ID=70634140
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201921073399.0U Active CN210562150U (en) | 2019-07-10 | 2019-07-10 | Reusable type high-pile wharf steel pipe pile core hanging bottom supporting die |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN210562150U (en) |
-
2019
- 2019-07-10 CN CN201921073399.0U patent/CN210562150U/en active Active
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN104975719A (en) | Novel material distribution device and floor concrete casting construction method of novel material distribution device | |
| CN109930625A (en) | A kind of tower crane and its construction method | |
| CN209482709U (en) | A kind of in-situ concrete wall subsiding crack typified form | |
| CN210562150U (en) | Reusable type high-pile wharf steel pipe pile core hanging bottom supporting die | |
| CN212714951U (en) | A template for cantilever type shore protection barricade | |
| CN205804277U (en) | A kind of supporting construction for sheet-pile wharf breast wall pouring template | |
| CN208917811U (en) | A kind of anti-collision protection structure | |
| CN208394614U (en) | A kind of steel bar positioning frame | |
| CN204715149U (en) | A kind of highway construction precast plate | |
| CN203256732U (en) | Ultra-large-diameter cast-in-place concrete pile reinforcement cage reinforcing device | |
| CN209797274U (en) | Infusion driving that antidrip was hung | |
| CN104453045B (en) | Separate prefabricated truss frame floor bearing plate and construction method thereof | |
| CN110004988B (en) | Protection device and method for joint hole of underground diaphragm wall constructed by tube drawing method | |
| CN207917641U (en) | It is a kind of can built by separate periods combined type pipe support | |
| CN218713055U (en) | Support in deep basal pit trades and props and demolish and use H shaped steel | |
| CN209854730U (en) | Foundation ditch construction support for railway engineering | |
| CN209162814U (en) | A kind of novel anchor rod stake | |
| CN202577324U (en) | Reinforced-concrete combined hanging box | |
| CN207987925U (en) | A kind of bored concrete pile intercommunication grouting device | |
| CN218560819U (en) | Simple hoisting tool for finished prefabricated well | |
| CN218061437U (en) | Cast-in-place concrete double-limb column framework for industrial factory building construction | |
| CN220874199U (en) | Buried fully-enclosed high-voltage cable temporary protection device | |
| CN220134829U (en) | Suspended protection structure of water meter pipe | |
| CN220223211U (en) | Concrete pipeline hoist and mount auxiliary device | |
| CN217896505U (en) | Cross water concrete face flatness control device |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant |