CN103696496A - Slightly protruding reusable embedded part - Google Patents

Slightly protruding reusable embedded part Download PDF

Info

Publication number
CN103696496A
CN103696496A CN201310725391.9A CN201310725391A CN103696496A CN 103696496 A CN103696496 A CN 103696496A CN 201310725391 A CN201310725391 A CN 201310725391A CN 103696496 A CN103696496 A CN 103696496A
Authority
CN
China
Prior art keywords
embedded part
anchor slab
pull rods
pull
anchor 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.)
Granted
Application number
CN201310725391.9A
Other languages
Chinese (zh)
Other versions
CN103696496B (en
Inventor
张琨
王辉
王开强
周杰刚
王健
陈波
崔健
李迪
伍勇军
李霞
武超
叶贞
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.)
China Construction Third Engineering Bureau Co Ltd
Original Assignee
China Construction Third Engineering Bureau 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 China Construction Third Engineering Bureau Co Ltd filed Critical China Construction Third Engineering Bureau Co Ltd
Priority to CN201310725391.9A priority Critical patent/CN103696496B/en
Publication of CN103696496A publication Critical patent/CN103696496A/en
Application granted granted Critical
Publication of CN103696496B publication Critical patent/CN103696496B/en
Active legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Images

Abstract

The invention belongs to the field of building construction and particularly relates to a slightly protruding reusable embedded part. The slightly protruding reusable embedded part is characterized by comprising an anchor plate, a backing plate, pull rods, gaskets, nuts and PVC (Polyvinyl Chloride) casing pipes; a plurality of pull holes are formed in the anchor plate and the back plate; the gaskets are sleeved to one ends of the pull rods after one ends of the pull rods penetrate the PVC casing pipes and the pull holes which are formed in the back plate and then the nuts are screwed at one ends of the pull rods; the gaskets are sleeved to the other ends of the pull rods after the other ends of the pull rods penetrate the pull holes which are formed in the anchor plate and then the nuts are screwed at the other ends of the pull rods; the number of the pull rods is corresponding to that of the pull holes which are formed in the anchor plate; external connecting pieces are fixed on the external lateral side of the anchor plate; a plurality of grooves are formed in the internal lateral side of the anchor plate; peripheries of the grooves are provided with chamfers. The slightly protruding reusable embedded part which is a prefabricated product has the advantages of being good in quality and high in accuracy, enabling multi-sized products to satisfy requirements for different bearing capacities and being reusable in utilization and considerable in economic benefit.

Description

Dimpling can have enough to meet the need concrete embedded part
Technical field
The invention belongs to the realm of building construction, particularly a kind of concrete embedded part that has enough to meet the need use.
Background technology
Jumbo, the facilities such as the tower crane that building operations is at present used, elevator, moulding bed, mould bases often need to be connected with structure by concrete embedded part, increase along with building height, span, the scale of construction, the embedded part scale of construction of jumbo, facility also constantly increases, quantity is on the increase, tradition embedded part cannot have enough to meet the need use, and mega project embedded part input reaches millions of even more.In addition, the amount of labour and the cost of the making of a large amount of large-scale embedded parts, processing, detection also can not be ignored, and the mass defect of processing often becomes the major hidden danger that embedded part is used.
Summary of the invention
In order to solve the problem that traditional embedded part cost is high, labour has high input, security risk is high, the invention provides a kind of dimpling and can have enough to meet the need concrete embedded part, this built-in fitting is prefabrication approved product, can have enough to meet the need use.
For achieving the above object, the technical solution used in the present invention is: dimpling can have enough to meet the need concrete embedded part, it is characterized in that: comprise anchor slab 1, backboard 5, to pull bar 2, pad 3, nut 4 and PVC sleeve pipe 6; On anchor slab 1, backboard 5, be equipped with a plurality of [as 2-20, the present embodiment adopts 3 to pulling eye] to pulling eye 1.2, to one end of pull bar 2 through PVC sleeve pipe 6 again through screwing on again nut 4 to overlapping Upper gasket 3 after pulling eye on backboard 5, through screwing on again nut 4 to overlapping Upper gasket 3 after pulling eye on anchor slab 1, corresponding with the number to pulling eye on anchor slab 1 to the number of pull bar to the other end of pull bar 2; The lateral surface of anchor slab 1 is fixed with joint outer part 1.4, that the medial surface of anchor slab 1 (one side of concreting) is provided with is a plurality of [as 2-20, the present embodiment adopts 4 grooves] groove 1.1, and the periphery of groove 1.1 is provided with chamfering 1.3.
The present invention has realized the turnover of the realm of building construction concrete embedded part and has used, substitute traditional embedded part of the jumboes such as tower crane, elevator, moulding bed, mould bases, facility, and then save embedded part and drop into, it is even more that especially the large-scale embedded parts of Super High, large span, the medium and heavy equipment of large building, facility often can be saved millions of units.In addition, this embedded part is as the approved product of factory process, and quality is good, precision is high, safety is more secure, has avoided interim member processing because the major safety risks that problems of welded quality causes; Finally, according to the difference of built-in fitting bearing capacity, this embedded part can be designed to the series of products of different size, thereby meets the needs of distinct device, the construction of facility built-in fitting.
The invention has the beneficial effects as follows, this built-in fitting is prefabrication approved product, and quality is good, precision is high, can design the many specification products that meet different bearer power demand, and turnover is used, economic benefits.
Accompanying drawing explanation
Fig. 1 is front view of the present invention.
Fig. 2 is the A-A lateral view of Fig. 1.
Reference numeral: 1-anchor slab, 1.1-groove, 1.2-to pulling eye, 1.3-chamfering, 1.4-joint outer part, 2-to pull bar, 3-pad, 4-nut, 5-backboard, 6-PVC sleeve pipe, 7-concrete, 7.1-concrete projection.
The specific embodiment
Enforcement is referring to Fig. 1, Fig. 2, and dimpling can have enough to meet the need concrete embedded part, comprises anchor slab 1, backboard 5, to pull bar 2, pad 3, nut 4 and PVC sleeve pipe 6; On anchor slab 1, backboard 5, be equipped with a plurality of [as 2-20, the present embodiment adopts 3 to pulling eye] to pulling eye 1.2, to one end of pull bar 2 through PVC sleeve pipe 6 again through screwing on again nut 4 to overlapping Upper gasket 3 after pulling eye on backboard 5, through screwing on again nut 4 to overlapping Upper gasket 3 after pulling eye on anchor slab 1, corresponding with the number to pulling eye on anchor slab 1 to the number of pull bar to the other end of pull bar 2; The lateral surface of anchor slab 1 is fixed with joint outer part 1.4, that the medial surface of anchor slab 1 (one side of concreting) is provided with is a plurality of [as 2-20, the present embodiment adopts 4 grooves] groove 1.1, and the periphery of groove 1.1 is provided with chamfering 1.3.
Described anchor slab 1 comprises groove 1.1, to pulling eye 1.2, chamfering 1.3; Describedly after being tightened by pad 3 and nut 4, pull bar 2 is fixed on anchor slab 1 and backboard 5 surfaces;
Described concrete seven surface has concrete projection 7.1 at anchor slab groove 1.1 places.
External device (ED) passes through joint outer part 1.4 to described built-in fitting transmitter shaft power, shearing and moment of flexure, built-in fitting top is to pull bar 2 tensions, bottom anchor slab 1 and concrete seven extruding pressurized opposing external shaft power and Moment, anchor slab groove 1.1 and the outside shearing action of concrete projection 7.1 effect opposing.
Described to pull bar 2 after nut 4 and pad 3 screw out, can be from the interior taking-up of PVC sleeve pipe 6; Described anchor slab 1 and backboard 5, after pull bar 2 is taken out, can take off from concrete seven surface, thereby realize turnover.
Anchor slab 1 surface has a plurality of grooves 1.1 and to pulling eye 1.2; Described groove 1.1 positions form the outside shearing action of concrete projection 7.1 opposing in concreting process; Described to pulling eye 1.2 by pull bar 2 is fixed on to concrete surface by anchor slab and backboard.
Groove 1.1 can adopt different forms, and as the shape such as square, circular or even trapezoidal, groove 1.1 surroundings must have chamfering 1.3 so that anchor slab 1 takes off from concrete surface.
To pull bar 2 two ends, all there is screw thread to be positioned at anchor slab 1 and backboard 5 outsides, fixing by nut 4 and pad 3; Describedly act on when pull bar 2 is subject to pulling force by anchor slab, pull bar 2 be passed to pulling force on the nut 4 of backboard 2 one sides, then by this nut 4 by load being passed to concrete with the extruding of backboard 5.
Specific embodiment of the invention step is as follows:
Step 1, before concrete seven is built, by anchor slab 1, backboard 5, to pull bar 2, pad 3, nut 4 and PVC sleeve pipe 6 installation in position, and is fixed.
Step 2, concreting 7, forms concrete projection 7.1 in anchor slab 1 groove 1.1 positions;
Step 3, the joint outer part 1.4 bearing load effects on anchor slab 1, form axle power, shearing and moment of flexure that built-in fitting bears; To pull bar 2 tensions, anchor slab 1 is cut the effect of opposing external load with concrete seven extruding pressurized, concrete projection;
Step 4, after joint outer part position load is removed, first screws out nut 4 and pad 3, after this will from PVC sleeve pipe 6, take out pull bar, finally anchor slab and backboard is backed off and is prepared turnover use next time.

Claims (3)

1. dimpling can have enough to meet the need concrete embedded part, it is characterized in that: comprise anchor slab (1), backboard (5), to pull bar (2), pad (3), nut (4) and PVC sleeve pipe (6); On anchor slab (1), backboard (5), be equipped with a plurality of to pulling eye (1.2), to one end of pull bar (2) through PVC sleeve pipe (6) again through screwing on again nut (4) to overlapping Upper gasket (3) after pulling eye on backboard (5), through screwing on again nut (4) to overlapping Upper gasket (3) after pulling eye on anchor slab (1), corresponding with the number to pulling eye on anchor slab (1) to the number of pull bar to the other end of pull bar (2); The lateral surface of anchor slab (1) is fixed with joint outer part (1.4), and the medial surface of anchor slab (1) is provided with a plurality of grooves (1.1), and the periphery of groove (1.1) is provided with chamfering (1.3).
2. dimpling according to claim 1 can have enough to meet the need concrete embedded part, it is characterized in that: described a plurality of to pulling eye (1.2) for 2-20 is to pulling eye (1.2).
3. dimpling according to claim 1 can have enough to meet the need concrete embedded part, it is characterized in that: described a plurality of grooves (1.1) are 2-20 groove (1.1).
CN201310725391.9A 2013-12-25 2013-12-25 Slightly protruding reusable embedded part Active CN103696496B (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201310725391.9A CN103696496B (en) 2013-12-25 2013-12-25 Slightly protruding reusable embedded part

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201310725391.9A CN103696496B (en) 2013-12-25 2013-12-25 Slightly protruding reusable embedded part

Publications (2)

Publication Number Publication Date
CN103696496A true CN103696496A (en) 2014-04-02
CN103696496B CN103696496B (en) 2017-01-11

Family

ID=50358146

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201310725391.9A Active CN103696496B (en) 2013-12-25 2013-12-25 Slightly protruding reusable embedded part

Country Status (1)

Country Link
CN (1) CN103696496B (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN113291987A (en) * 2021-04-30 2021-08-24 上海建工四建集团有限公司 Reusable tower crane lifting beam embedded part and construction method

Citations (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN2780871Y (en) * 2005-04-08 2006-05-17 山西天华轻钢模网建筑有限公司 Partition plate with light steel building module net
JP2008261219A (en) * 2008-06-27 2008-10-30 Ohbayashi Corp Member reinforcing structure and reinforcing method
CN101555728A (en) * 2009-04-14 2009-10-14 江苏省华建建设股份有限公司 High-rise building construction assembled overhanging safe guarding shed and construction method thereof
JP2009256885A (en) * 2008-04-11 2009-11-05 Okabe Co Ltd Exposed column base structure
CN103072906A (en) * 2013-01-16 2013-05-01 广州建筑股份有限公司 Connecting device of inner climbing type tower crane and building structure and construction method utilizing same
CN202936996U (en) * 2012-11-26 2013-05-15 浙江森拓建设工程有限公司 Wall connecting piece for scaffold

Patent Citations (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN2780871Y (en) * 2005-04-08 2006-05-17 山西天华轻钢模网建筑有限公司 Partition plate with light steel building module net
JP2009256885A (en) * 2008-04-11 2009-11-05 Okabe Co Ltd Exposed column base structure
JP2008261219A (en) * 2008-06-27 2008-10-30 Ohbayashi Corp Member reinforcing structure and reinforcing method
CN101555728A (en) * 2009-04-14 2009-10-14 江苏省华建建设股份有限公司 High-rise building construction assembled overhanging safe guarding shed and construction method thereof
CN202936996U (en) * 2012-11-26 2013-05-15 浙江森拓建设工程有限公司 Wall connecting piece for scaffold
CN103072906A (en) * 2013-01-16 2013-05-01 广州建筑股份有限公司 Connecting device of inner climbing type tower crane and building structure and construction method utilizing same

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN113291987A (en) * 2021-04-30 2021-08-24 上海建工四建集团有限公司 Reusable tower crane lifting beam embedded part and construction method

Also Published As

Publication number Publication date
CN103696496B (en) 2017-01-11

Similar Documents

Publication Publication Date Title
CN205201748U (en) Pour mould of cylindrical mortar test piece
CN203145229U (en) Buckling restrained brace containing viscous-elastic materials
CN103696496A (en) Slightly protruding reusable embedded part
CN101900649A (en) Fastening piece for compressed column test of building structure
CN204001930U (en) The main material bracing means of electric power tower
CN202945688U (en) Connection structure of steel tube concrete column and steel plate shear wall
CN203428805U (en) Combined tower crane base
CN204343506U (en) A kind of curtain wall brick shape fitting
CN204645582U (en) Girder steel assembly is chosen outside one is complete
CN207525900U (en) Prefabricated panel
CN203769107U (en) Supporting device supporting column for installing earthquake insulation support on truncated cylinder of building
CN201874088U (en) Combined column with construction steel structure
CN203420385U (en) Corrugated composite floor slab
CN203808513U (en) Adjustable convenient-to-detach sandwich wall steel formwork
CN203296164U (en) Fixing structure for stand columns and cross beam of integrated house
KR20130076845A (en) Hybrid assembly and the used wall construction method
CN203334673U (en) Connecting anchor bolt used for cast-in-place concrete composite thermal-insulation formworks
CN203334289U (en) Tool type connecting piece for foundation pit supporting steel support and enclosure wall
CN204345208U (en) A kind of spherical camera mounting bracket
CN103883030A (en) Shear wall formed by embedding energy-dissipation bars between frame and steel plate with inbuilt cross ribs and construction method
CN204645083U (en) Corrugated steel retaining wall
CN203905486U (en) Formwork special for square foundation bolt preformed hole
CN215443084U (en) Height-adjustable height difference back ridge structure
CN204001736U (en) A kind of concrete blinding device for positioning space
CN215631826U (en) Protection device for post-cast strip of reinforced concrete structure

Legal Events

Date Code Title Description
C06 Publication
PB01 Publication
C10 Entry into substantive examination
SE01 Entry into force of request for substantive examination
GR01 Patent grant
GR01 Patent grant