CN207378395U - A kind of two-part hoist engine basis pre embedded bolt - Google Patents

A kind of two-part hoist engine basis pre embedded bolt Download PDF

Info

Publication number
CN207378395U
CN207378395U CN201721416178.XU CN201721416178U CN207378395U CN 207378395 U CN207378395 U CN 207378395U CN 201721416178 U CN201721416178 U CN 201721416178U CN 207378395 U CN207378395 U CN 207378395U
Authority
CN
China
Prior art keywords
screw rod
hoist engine
embedded bolt
pre embedded
segment screw
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
CN201721416178.XU
Other languages
Chinese (zh)
Inventor
和孙文
曾理
周涛
张发斌
彭正良
张旭晨
况杰
潘金涛
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.)
Sinohydro Bureau 14 Co Ltd
Original Assignee
Sinohydro Bureau 14 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 Sinohydro Bureau 14 Co Ltd filed Critical Sinohydro Bureau 14 Co Ltd
Priority to CN201721416178.XU priority Critical patent/CN207378395U/en
Application granted granted Critical
Publication of CN207378395U publication Critical patent/CN207378395U/en
Active legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Abstract

The utility model is a kind of two-part hoist engine basis pre embedded bolt.Hoist engine basis pre embedded bolt main body is two-part screw rod, first segment screw rod is provided with anchoring crotch and the structure reinforcing bars of arrangement in underplate concrete are welded and fixed, first segment screw rod is connected by connecting tapered sleeve with second segment screw rod, and the other end and the hoist engine pedestal of second segment screw rod are welded and fixed.The utility model is simple in structure, easy to use, avoids using concrete surface quality defect problem caused by common pre embedded bolt scheme, can effectively reduce later stage concrete surface defect mending expense.

Description

A kind of two-part hoist engine basis pre embedded bolt
Technical field
The utility model belongs to Construction for Hydroelectric Project mechanical equipment technical field, and in particular to a kind of two-part elevator Machine basis pre embedded bolt.
Background technology
Using telescoping steel form pour tunnel side-top arch concrete with mechanization degree is high, speed of application is fast, concrete into The advantages that type quality is good, thus telescoping steel form hydraulic and hydroelectric engineering tunnel concrete liner construction in obtained it is relatively broad Using.
The walking of telescoping steel form is using self-driving type or passively draws two schemes, for the construction portion that tunnel longitudinal slope is larger Position, it is general using passive traction walking scheme.The corrosion of embedded iron parts later stage causes destroying concrete structure, water conservancy water in order to prevent Electrical engineering proposes higher quality requirement to the underplate concrete surface of water tunnel.According to conventional construction scheme, use is general When leading to built-in connection of the screw rod as telescoping steel form rack winch basis, the construction later stage needs to cut pre embedded bolt Repairing treatment is carried out with backfill epoxy-like materials.
The content of the invention
The utility model uses built-in connection of the common screw as telescoping steel form rack winch basis to overcome The defects of being caused to concrete surface results in the need for the later stage using epoxy material progress defect mending problem, provides one kind two Segmentation hoist engine basis pre embedded bolt device.
The technical solution of the utility model is:Hoist engine basis pre embedded bolt main body be two-part screw rod, first segment screw rod It is provided with the structure reinforcing bars arranged in anchoring crotch and underplate concrete to be welded and fixed, first segment screw rod is by connecting tapered sleeve and the Two stage screw connects, and the other end and the hoist engine pedestal of second segment screw rod are welded and fixed.
The two-part hoist engine basis a diameter of 32mm of pre embedded bolt, the total length of two sections of screw rods is 166cm, wherein First segment spiro rod length 116cm(The long 20cm of crotch)It can be adjusted according to base arrangement Concrete Design thickness;Second segment spiral shell Pole length is 50cm.
Steel connection the tapered sleeve length 120mm, tapered sleeve internal diameter 30mm, maximum outside diameter 85mm;Tapered sleeve installation suitable for reading is high Journey is flushed with underplate concrete surface.
The utility model has the advantage that first, simple in structure, installation and removal are easy to use, avoid using pre-buried general The mass defect problem that logical bolt scheme brings concrete surface, improves Surface Quality of Concrete;Second is that the utility model Installation cost is relatively low, connects the recyclable reuse of tapered sleeve, effectively reduces later stage reinforcement of concrete defect expense.
Description of the drawings
It in order to illustrate the embodiment of the utility model or the technical proposal in the existing technology more clearly, below will be to embodiment Or attached drawing needed to be used in the description of the prior art is briefly described, it should be apparent that, for ordinary skill people For member, without creative efforts, other attached drawings are can also be obtained according to these attached drawings.
Fig. 1 is the structure diagram of the two-part hoist engine basis pre embedded bolt of the utility model.
Fig. 2 is the connection tapered sleeve structural representation of the two-part hoist engine basis pre embedded bolt of the utility model(Section)Figure.
In figure:1-first segment screw rod, 2- second segment screw rods, 3- connection tapered sleeves, 4- hoist engines, 5- have poured the bottom of completion Board concrete, 6- base arrangement reinforcing bars.
Specific embodiment
As shown in Figure 1, the two-part hoist engine basis pre embedded bolt main body of the utility model is two-part screw rod, first segment Screw rod 1 is provided with anchoring crotch and the base arrangement reinforcing bar 6 of arrangement in concrete is welded and fixed, and first segment screw rod 1 passes through connection Tapered sleeve 3 is connected with second segment screw rod 2, the other end of second segment screw rod 2(Exposed junction)It is welded and fixed with hoist engine pedestal.
The two-part hoist engine basis a diameter of 32mm of pre embedded bolt, is Q235 steel screw rods, two sections of screw rods it is total Length is 166cm, wherein first segment spiro rod length 116cm(The long 20cm of crotch)Can according to base arrangement Concrete Design thickness into Row adjustment;Second segment spiro rod length is 50cm.
The steel connection tapered sleeve is detachable, using Q235 steel, length 120mm, tapered sleeve internal diameter 30mm, maximum outside diameter 85mm;Tapered sleeve Installation Elevation suitable for reading is flushed with underplate concrete surface.
Operating process:
The good first segment screw rod 1 of processing and fabricating, second segment screw rod 2 are connected tapered sleeve 3 by steel and complete to assemble first, so The bent hook part of first segment screw rod 1 and underplate concrete structure reinforcing bars 6 are welded and fixed afterwards, the pre embedded bolt connection cone after installation Covering 3 elevations suitable for reading should be with the underplate concrete flush of design.Underplate concrete 5, which pours, to be completed and reaches after some strength i.e. Hoist engine pedestal 4 and 2 revealed section of second segment screw rod can be welded and fixed, so as to complete the installation of telescoping steel form rack winch. The fixation that gas cutting mode releases hoist engine pedestal 4 and second segment screw rod 2 can be used after telescoping steel form end of run, then use and pull Hand dismounting second segment screw rod 2 connects tapered sleeve 3 with steel;Taper sleeve hole is backfilled using pre contract mortar.
Above example is only to illustrate the technical solution of the utility model, rather than its limitations;The common skill of this field Art personnel should be understood:It can still modify to the technical solution recorded in foregoing embodiments or to its middle part Technical characteristic is divided to carry out equivalent substitution;And these modifications or replacement, the essence of appropriate technical solution is not made to depart from this practicality The spirit and scope of new each embodiment technical solution.

Claims (5)

1. a kind of two-part hoist engine basis pre embedded bolt, it is characterised in that:Hoist engine basis pre embedded bolt main body is two-part Screw rod, first segment screw rod is provided with anchoring crotch and the structure reinforcing bars of arrangement in underplate concrete are welded and fixed, first segment screw rod It is connected by connecting tapered sleeve with second segment screw rod, the other end and the hoist engine pedestal of second segment screw rod are welded and fixed.
2. two-part hoist engine basis pre embedded bolt according to claim 1, it is characterised in that:The two-part elevator The machine basis a diameter of 32mm of pre embedded bolt, the total length of two sections of screw rods is 166cm.
3. two-part hoist engine basis pre embedded bolt according to claim 1, it is characterised in that:The first segment screw rod Length 116cm, the long 20cm of crotch.
4. two-part hoist engine basis pre embedded bolt according to claim 1, it is characterised in that:The second segment screw rod Length is 50cm.
5. two-part hoist engine basis pre embedded bolt according to claim 1, it is characterised in that:The connection tapered sleeve is long Spend 120mm, tapered sleeve internal diameter 30mm, maximum outside diameter 85mm.
CN201721416178.XU 2017-10-30 2017-10-30 A kind of two-part hoist engine basis pre embedded bolt Active CN207378395U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201721416178.XU CN207378395U (en) 2017-10-30 2017-10-30 A kind of two-part hoist engine basis pre embedded bolt

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201721416178.XU CN207378395U (en) 2017-10-30 2017-10-30 A kind of two-part hoist engine basis pre embedded bolt

Publications (1)

Publication Number Publication Date
CN207378395U true CN207378395U (en) 2018-05-18

Family

ID=62336969

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201721416178.XU Active CN207378395U (en) 2017-10-30 2017-10-30 A kind of two-part hoist engine basis pre embedded bolt

Country Status (1)

Country Link
CN (1) CN207378395U (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN109854228A (en) * 2019-02-28 2019-06-07 东华理工大学 A kind of geophysical log instrument of the oil exploration convenient for control

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN109854228A (en) * 2019-02-28 2019-06-07 东华理工大学 A kind of geophysical log instrument of the oil exploration convenient for control

Similar Documents

Publication Publication Date Title
CN108104567A (en) Concrete tower longitudinal joint connection structure, method, the method for prefabricating of sheet body and concrete tower
CN205088671U (en) Precast concrete drainage stake
CN206956565U (en) A kind of steel box girder bridge hogging moment area pre-stress system
CN106894587A (en) Precast stair connection method
CN103590414A (en) Structure for connecting concrete tubular pile with bearing platform
CN104372745A (en) Anchoring method of carbon-fiber composite inhaul cable
CN104314075A (en) Conical concrete pile tip, tubular pile provided with pile tip and production method of tubular pile
CN207378395U (en) A kind of two-part hoist engine basis pre embedded bolt
CN205501843U (en) Consolidate rigid framed arch bridge
CN104480858A (en) Construction method for sealing anchorage of pre-stress concrete box girder and cross girder anchored troughs
CN108316513A (en) A kind of rapid construction assembly of shear wall structure and its construction method
CN106088483A (en) A kind of grout sleeve and using method
CN109440803A (en) Railroad bridge foundation structure, tubular pole and cushion cap moment connection structure and construction method
CN103195055A (en) Prefabricated helical pile head for assisting prestressed high-strength concrete (PHC) pipe pile in pile sinking and construction method
CN205577430U (en) Concrete placement structure is managed to big scale of construction composite steel concrete column body swift current ball formula pipe cluster in ground
CN205529907U (en) P -type anchorage device at fixed end
CN107675838A (en) Assembled architecture sidewalk brick precast beam embedded sleeve barrel joint bar construction method
CN206554428U (en) A kind of precast stair connecting node
CN204827500U (en) Pinniform wedge body stock
CN107574934A (en) Fabricated shear wall embedded sleeve barrel joint bar construction method
CN108755735A (en) Wind power foundation prestress wire preformed hole construction method and its special withdrawing stick
CN208072395U (en) A kind of novel enhanced resistance to plucking facilitates the pile for prestressed pipe of docking
CN104727551B (en) Ring beam screw thread core pulling embedded steel bar construction method
CN209323555U (en) The moment connection structure and foundation structure of railroad bridge large-diameter tubular pile and cushion cap
CN203939023U (en) Anti-seismic prefabricated concrete triangle solid pile

Legal Events

Date Code Title Description
GR01 Patent grant
GR01 Patent grant