CN218365736U - A water bores operating means for after concrete initial set - Google Patents
A water bores operating means for after concrete initial set Download PDFInfo
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- CN218365736U CN218365736U CN202222971228.8U CN202222971228U CN218365736U CN 218365736 U CN218365736 U CN 218365736U CN 202222971228 U CN202222971228 U CN 202222971228U CN 218365736 U CN218365736 U CN 218365736U
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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
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Abstract
The utility model relates to a water bores operating means for after concrete initial set, vertical water rig is installed through fixing bolt in operation platform's centre, and counter weight and back counter weight before fixed being provided with are gone up to the operation platform of vertical water rig both sides, are the concrete foundation after the whole pouring below the operation platform. The utility model discloses a to pouring equipment foundation and when concrete initial set and intensity did not reach design strength, utilize the last fixed vertical water rig of operation platform, optimize and replace the concrete to pour and smash the preformed hole, optimized construction process, the construction period of shortening equipment foundation effectively improves construction progress and quality.
Description
Technical Field
The utility model relates to a be used for platform drilling equipment behind concrete initial set, in particular to a water bores operating means for after concrete initial set.
Background
The existing concrete pouring equipment foundation drilling construction needs to drill after pouring, and after the equipment foundation strength reaches the design requirement, the drilling is carried out, and the concrete pouring and tamping reserved hole is reserved. The existing equipment foundation drilling construction technology mainly has two modes: firstly, the reserved hole is made by a template for woodwork, and the template is dismantled after concrete is poured and tamped, the traditional process is complex in positioning, more workers are used, and the phenomena of inaccurate positioning and dislocation of a running mold are easy to occur; and secondly, after the concrete meets the design requirements, drilling the equipment foundation by using a water drill, but when the concrete strength does not meet the standard, the water drill cannot be fixed as early as possible by drilling an expansion screw on the equipment foundation. Therefore, the pouring of the equipment foundation concrete can be implemented only when the pouring strength of the equipment foundation concrete meets the design strength requirement. Therefore, the equipment installation time schedule after the foundation is finished is influenced, and the high-water drilling operation of concrete strength is time-consuming and a drill bit is consumed.
Disclosure of Invention
The utility model provides an operating means for boring smash concrete preformed hole to replace the construction mode that the preformed hole was watered to the concrete before, reach reduction construction period, effectively improve construction progress and quality, reduce equipment foundation construction period.
The above object of the present invention is achieved as such. The utility model provides a water bores operating means for after concrete initial set, includes operation platform, vertical water bores machine is installed through fixing bolt in operation platform's the centre, and fixed counter weight and the back counter weight before being provided with on the operation platform of vertical water bores machine both sides, concrete foundation after operation platform's the following for whole pouring.
Furthermore, the operation platform is a plane steel plate and is used for supporting the stable work of the vertical water drilling rig so as to prevent the initial set concrete structure from being damaged.
Further, the front counterweight and the rear counterweight are used for stabilizing the operation platform.
The utility model discloses a to pouring equipment foundation and when concrete initial set and intensity did not reach design strength, utilize the last fixed vertical water rig of operation platform, optimize and replace the concrete to pour and smash the preformed hole, optimized construction process, the construction period of shortening equipment foundation effectively improves construction progress and quality.
Drawings
Fig. 1 is a side view of the present invention;
fig. 2 is a top view of the present invention.
In the figure: 1. the method comprises the following steps of an operation platform, 2, a vertical water drilling rig, 3, a fixing bolt, 4, a front counterweight, 5, a rear counterweight and 6, a concrete foundation.
Detailed Description
The present invention will be further explained with reference to the drawings and examples. Referring to fig. 1 and 2, the rhinestone operating device used after concrete initial setting comprises an operating platform 1, wherein a vertical rhinestone 2 with the model number of FF04-200 is installed in the middle of the operating platform 1 through a fixing bolt 3, a front counterweight 4 and a rear counterweight 5 are fixedly arranged on the operating platform 1 on two sides of the vertical rhinestone 2, and a concrete foundation 6 after integral casting is arranged below the operating platform 1. The operation platform 1 adopts a plane steel plate with the thickness of 12MM and is used for supporting the stable work of the vertical water drilling machine 2 so as to prevent the initial set concrete structure from being damaged. The front counterweight 4 and the rear counterweight 5 serve to stabilize the operation platform 1.
The technological attack project for the flat-wire ultra-thick section flat-springing development in a certain steel mill: in civil engineering construction projects, 52 bolt holes with the diameter of 150mm are required to be reserved on a large abrasive wheel saw foundation, the reserved holes are densely distributed on five different horizontal planes of the concrete foundation 6, the mode of making the reserved holes by woodwork is adopted, the woodwork skill is required to be high, and the process is relatively complex. The field reconstruction period is short, and drilling after the concrete strength reaches the standard is not allowed. Adopted the utility model discloses drilling is implemented to the device, and the time limit for a project advances 7 days, saves artifical material cost through the accounting and approximately 6000 yuan.
The utility model discloses an on the basis of equipment concrete is pour according to the engineering requirement in advance, wait for a period, after the concrete initial set, counter weight 4 (weight is 70 kg) and back counter weight 5 (weight is 70 kg) before installing on plane steel sheet operation platform 1 to in the front, with the vertical hydrodrill 2 of 3 fixed mounting of fixing bolt between counter weight 4, 5, then drill to concrete foundation 6. The operation platform 1 is a main support platform and prevents damage to the concrete structure. The vertical water drilling machine 2 (FF 04-200) is used for keeping a concrete pouring and tamping reserved hole. The front and rear counterweights 4, 5 can maintain the stability of the steel plate operating platform 1. The construction period is shortened, the construction progress and quality are effectively improved, the process of pouring and tamping the preformed hole by concrete is optimized and replaced, and the construction period is saved on the premise of ensuring the construction quality.
The utility model discloses but the device wide use saves artifically in numerous equipment foundation installation than traditional method, and on average every preformed hole can save engineering cost more than 100 yuan, can implement during the concrete initial set maintenance, reaches the purpose that shortens equipment fixing time, has the significance to key equipment fixing.
Claims (3)
1. The utility model provides a water bores operating means for after concrete initial set, includes operation platform, its characterized in that, and vertical water drilling machine is installed through fixing bolt in operation platform's the centre, and the operation platform of vertical water drilling machine both sides is last to be fixed to be provided with preceding counter weight and back counter weight, and the concrete foundation after the unit pouring below operation platform.
2. The device as claimed in claim 1, wherein the operation platform is a flat steel plate for supporting the vertical water drilling machine to work smoothly to prevent damage to the initial concrete structure.
3. The rhinestone manipulation device used after initial setting of concrete according to claim 1, wherein the front counterweight and the rear counterweight are used for stabilizing the manipulation platform.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN202222971228.8U CN218365736U (en) | 2022-11-09 | 2022-11-09 | A water bores operating means for after concrete initial set |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN202222971228.8U CN218365736U (en) | 2022-11-09 | 2022-11-09 | A water bores operating means for after concrete initial set |
Publications (1)
Publication Number | Publication Date |
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CN218365736U true CN218365736U (en) | 2023-01-24 |
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Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
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CN202222971228.8U Active CN218365736U (en) | 2022-11-09 | 2022-11-09 | A water bores operating means for after concrete initial set |
Country Status (1)
Country | Link |
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CN (1) | CN218365736U (en) |
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2022
- 2022-11-09 CN CN202222971228.8U patent/CN218365736U/en active Active
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