CN208578258U - A kind of beam reinforced steel bar protective layer control device - Google Patents

A kind of beam reinforced steel bar protective layer control device Download PDF

Info

Publication number
CN208578258U
CN208578258U CN201820944479.8U CN201820944479U CN208578258U CN 208578258 U CN208578258 U CN 208578258U CN 201820944479 U CN201820944479 U CN 201820944479U CN 208578258 U CN208578258 U CN 208578258U
Authority
CN
China
Prior art keywords
ontology
steel bar
protective layer
control device
pedestal
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.)
Expired - Fee Related
Application number
CN201820944479.8U
Other languages
Chinese (zh)
Inventor
冠聪
田昌凤
徐志
常阿娜
张举奎
沈清卫
周守琼
吴兴绍
文云昆
子丽天
李强
周开敏
徐小洪
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.)
Yunnan Construction and Investment Holding Group Co Ltd
Original Assignee
Yunnan Construction and Investment Holding Group 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 Yunnan Construction and Investment Holding Group Co Ltd filed Critical Yunnan Construction and Investment Holding Group Co Ltd
Priority to CN201820944479.8U priority Critical patent/CN208578258U/en
Application granted granted Critical
Publication of CN208578258U publication Critical patent/CN208578258U/en
Expired - Fee Related legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Landscapes

  • Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)

Abstract

The utility model relates to the realm of building construction, a kind of beam reinforced steel bar protective layer control device is disclosed, including ontology, ontology is supported by pedestal, ontology is groove structure, it is arranged on ontology several for carrying on a shoulder pole the U-type groove for putting row's muscle on beam slab, pedestal is arranged at both ends of the body, for adjustable structure, specially pedestal includes bottom cushion block and screw rod, according to design value, effective support distances of adjustment screw, to which reinforcing bar in beam be maked somebody a mere figurehead, defined thickness of protection tier is reserved in beam bottom portion with this, the effectively thickness of control cover to reinforcement, reduce common quality defect, improve construction quality, high reliablity, it can be mass simultaneously, cost is relatively low, it is easy for installation, it is time saving and energy saving.

Description

A kind of beam reinforced steel bar protective layer control device
Technical field
The utility model relates to construction auxiliary device technical fields, disclose a kind of beam reinforced steel bar protective layer control dress It sets.
Background technique
In architectural engineering, important evidence of the thickness of protection tier as acceptance of engineering quality, quality requirement is high, therefore In the construction of architectural engineering cast-in-situ floor, to ensure the construction quality, main body examination is passed through, when construction must effectively control reinforcing bar The position of frame guarantees to form certain thickness concrete cover around reinforcing bar, so that reliably gluing between reinforcing bar and concrete It ties, prevent steel bar corrosion.But the control of thickness of protection tier belongs to the common quality defect of concrete structure, control is difficult.
Currently, in engineering for guarantee thickness of protection tier, generally use mortar pad, plastic cushion, steel bar horse-shaped bench and The measures such as Steel bar rack.But after mortar pad is vibrated, it is easy displacement;Plastic cushion intensity is insufficient, thermal expansion coefficient with Concrete difference is big, Nian Jie poor between plastics and rear casting concrete, easily causes and causes corrosive medium intrusion, leads to plastics ring Interior reinforcing bar corrodes.Though steel bar horse-shaped bench and Steel bar rack control effect are preferable, steel using amount is big, and bending machining at the scene Difficulty, while being easy to corrode at soffit supporting point, influence later period decoration construction.Especially beam reinforced steel bar is protected Layer, due to working face, operating personnel is more, and the various tired elements of influence are more, if according to traditional cover to reinforcement control measure, it is difficult To meet higher and higher construction reference, cause great trouble for engineering construction quality and main body examination.
Utility model content
In order to overcome many shortcomings and deficiencies present in above-mentioned background technique, the utility model provides a kind of beam reinforced steel bar Protective layer control device, can be effectively controlled the thickness of cover to reinforcement, reduce common quality defect, improve construction quality, high reliablity, It can be mass simultaneously, cost is relatively low, and it is easy for installation, it is time saving and energy saving.
The technical scheme adopted by the utility model is a kind of beam reinforced steel bar protective layer control device, including ontology (1), Ontology (1) is supported by pedestal (2), and the ontology (1) is groove structure, and several put for load is arranged on ontology (1) and arranges on beam slab The U-type groove (3) of muscle (4), pedestal (2) setting are adjustable structure at ontology (1) both ends.
Further, ontology (1) both ends open up threaded hole, and pedestal (2) is connect by threaded hole with ontology (1).
Further, the pedestal (2) is placed on template (5), and pedestal (2) includes bottom cushion block (21) and screw rod (22), bottom cushion block (21) and screw rod (22) are welded to connect.
Further, the bottom cushion block (21) is rectangular or round.
Further, the width of the U-type groove (3) is slightly larger than the diameter of upper row's muscle (4).
Further, it is cover to reinforcement design value that U-type groove (3) bottom, which is higher by the distance of template (5),.
Further, the screw thread pole length of the pedestal (2)≤ontology (1) height.
The utility model can be fabricated to different sizes according to the diameter of reinforcing bar.Work progress are as follows: when reinforcing bar is bound in beam After the completion of arrangement, using template (5) as supporting point, upward by the ontology (1) of the present apparatus, pedestal (2) downward, the row's of being placed on muscle (4) lower part is placed in reinforcing bar in U-type groove (3), and then according to cover to reinforcement design value, the threaded rod of adjustment base (2) is high The distance of ontology (1) bottom out, to achieve the purpose that adjust thickness of protection tier.In this way, reinforcing bar in beam can be maked somebody a mere figurehead.This When, distance of the bottom reinforcement bars apart from beam bottom portion is the defined thickness of protection tier that beam bottom portion reserves.It can carry out later Concrete pours.
Compared with prior art, beneficial caused by a kind of beam reinforced steel bar protective layer control device disclosed by the utility model Effect is:
1) the utility model is structurally reasonable simple, manufactures and is easy, easy to use and flexible, when operation, device is direct It is placed in template, meanwhile, after beam pours, the present apparatus is completely covered, and any influence will not be generated to construction, and energy is interfered in anti-construction Power is strong.
2) U-type groove being arranged, can be steadily fixed by upper row's muscle, and bar spacing can be effectively controlled.
3) the utility model effectively controls concrete cover to reinforcement thickness by adjustment base, according to different deck-moldings With the protective layer thickness adjustment base of needs.
Detailed description of the invention
Fig. 1: the utility model beam reinforced steel bar protective layer control device schematic diagram.
Fig. 2: utility model device scheme of installation.
Fig. 3: utility model device installs sectional view.
Fig. 4: the effect picture of concreting is carried out after present apparatus installation.
Wherein, 1- ontology;2- pedestal;3-U type groove;Muscle is arranged on 4-;5- template;The bottom 21- cushion block;22- screw rod.
Specific embodiment
The utility model is described in further detail below by drawings and examples, but the protection model of the utility model It encloses and is not limited to the content.
As shown in Figure 1 to Figure 3, in certain engineering construction project, it is desirable that thickness of protection tier is not less than 50mm, adopts A kind of beam reinforced steel bar protective layer control device, ontology 1 are the groove structure being welded using square steel, square steel wall thickness 2mm, Using being welded with a thickness of the plinth cushion block 21 of 5mm with screw rod 22, pedestal 2 and ontology 1 are connected pedestal 2 by threaded hole It connects, the both ends of ontology 1 is set.According to number of steel bars, the U-type groove 3 of respective numbers is opened up on ontology 1, the width of U-type groove 3 omits Greater than the diameter of upper row's muscle 4.
Due to requiring thickness of protection tier not less than 50mm, it is therefore desirable to 3 bottom of U-type groove be higher by the distance of template 5 >= 50mm.In the present embodiment, the square steel wall thickness of ontology 1 is 2mm, the high 30mm of bottom plate of the distance from bottom ontology 1 of U-type groove 3, and pedestal 2 bottom cushion block 21 is with a thickness of 5mm, at this time, it is only necessary to and adjustment screw 22 guarantees effective support distances >=13cm of screw rod 22, Thickness of protection tier requirement can be met.
In order to guarantee to pour the surface that rear screw rod 22 does not leak out table beam, it is desirable that screw thread pole length≤ontology 1 height of pedestal 2 Degree.
After the completion of reinforcing bar binding arrangement in beam, using template 5 as supporting point, the ontology 1 of the present apparatus in upper, pedestal 2 Under, it is placed on the lower part of upper row's muscle 4 of beam, according to design value, effective support distances of adjustment screw 22, thus by steel in beam Ledges is empty, reserves defined thickness of protection tier in beam bottom portion with this.Then pouring for concrete is carried out.After the completion of pouring Effect picture it is as shown in Figure 4.
Above embodiments are only to illustrate the technical solution of the utility model, rather than are limited;Although referring to before Embodiment is stated the utility model is described in detail, it for those of ordinary skill in the art, still can be right Technical solution documented by previous embodiment is modified or equivalent replacement of some of the technical features;And these Modifications or substitutions, the utility model technical solution claimed that it does not separate the essence of the corresponding technical solution spirit and Range.

Claims (7)

1. a kind of beam reinforced steel bar protective layer control device, including ontology (1), ontology (1) is supported by pedestal (2), it is characterised in that: The ontology (1) is groove structure, is arranged on ontology (1) several for carrying on a shoulder pole the U-type groove (3) for putting row muscle (4) on beam slab, the bottom Seat (2) setting is adjustable structure at ontology (1) both ends.
2. beam reinforced steel bar protective layer control device as described in claim 1, it is characterised in that: ontology (1) both ends open up Threaded hole, pedestal (2) are connect by threaded hole with ontology (1).
3. beam reinforced steel bar protective layer control device as claimed in claim 2, it is characterised in that: the pedestal (2) is placed on mould On plate (5), pedestal (2) includes bottom cushion block (21) and screw rod (22), and bottom cushion block (21) and screw rod (22) are welded to connect.
4. beam reinforced steel bar protective layer control device as claimed in claim 3, it is characterised in that: the bottom cushion block (21) is side Shape or circle.
5. beam reinforced steel bar protective layer control device as described in claim 1, it is characterised in that: the width of the U-type groove (3) omits Greater than the diameter of upper row's muscle (4).
6. beam reinforced steel bar protective layer control device as described in claim 1, it is characterised in that: U-type groove (3) bottom is higher by The distance of template (5) is cover to reinforcement design value.
7. such as beam reinforced steel bar protective layer control device as claimed in any one of claims 1 to 6, it is characterised in that: the pedestal (2) Screw thread pole length≤ontology (1) height.
CN201820944479.8U 2018-06-19 2018-06-19 A kind of beam reinforced steel bar protective layer control device Expired - Fee Related CN208578258U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201820944479.8U CN208578258U (en) 2018-06-19 2018-06-19 A kind of beam reinforced steel bar protective layer control device

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201820944479.8U CN208578258U (en) 2018-06-19 2018-06-19 A kind of beam reinforced steel bar protective layer control device

Publications (1)

Publication Number Publication Date
CN208578258U true CN208578258U (en) 2019-03-05

Family

ID=65508790

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201820944479.8U Expired - Fee Related CN208578258U (en) 2018-06-19 2018-06-19 A kind of beam reinforced steel bar protective layer control device

Country Status (1)

Country Link
CN (1) CN208578258U (en)

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN111088874A (en) * 2020-03-09 2020-05-01 中建四局第三建设有限公司 Vertical stop device of wall body reinforcing bar
CN111691607A (en) * 2020-07-21 2020-09-22 中国建筑第四工程局有限公司 Dislocation-preventing fixed type steel bar protection layer cushion block
CN112854607A (en) * 2021-02-22 2021-05-28 中国建筑第七工程局有限公司 Device and method for adjusting thickness of steel bar protective layer
CN113953781A (en) * 2021-11-30 2022-01-21 泰山石膏有限公司 Protective layer cushion block and production process and equipment thereof

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN111088874A (en) * 2020-03-09 2020-05-01 中建四局第三建设有限公司 Vertical stop device of wall body reinforcing bar
CN111691607A (en) * 2020-07-21 2020-09-22 中国建筑第四工程局有限公司 Dislocation-preventing fixed type steel bar protection layer cushion block
CN112854607A (en) * 2021-02-22 2021-05-28 中国建筑第七工程局有限公司 Device and method for adjusting thickness of steel bar protective layer
CN113953781A (en) * 2021-11-30 2022-01-21 泰山石膏有限公司 Protective layer cushion block and production process and equipment thereof

Similar Documents

Publication Publication Date Title
CN208578258U (en) A kind of beam reinforced steel bar protective layer control device
CN103485283B (en) Hanging bracket supporting system of side-span cast-in-place section and implementation method thereof
CN207568180U (en) Water stopping thresholds formwork ruggedized construction
CN206458083U (en) A kind of adjustable building template
CN214575658U (en) Post-cast strip template with cast-in-place concrete structure
CN207047911U (en) A kind of poured band of outer wall of basement template
CN105135889A (en) Construction method for fireproof material of throat part of grate cooler
CN205476487U (en) Dismantled cyclic utilization device of centre form come -up is packed to control light block
CN112302259A (en) Floor thickness and floor double-layer steel bar protection layer thickness control device and manufacturing method
CN218060442U (en) Basement outer wall post-cast strip plugging device in advance
CN216239836U (en) Device for high-precision positioning of embedded part of reinforced concrete structure
CN104746521B (en) The application of oversized cross-section slope cushion layer constructing structure
CN110056190A (en) A kind of two-part slab thickness control sealing up screw
CN210152282U (en) Device for controlling thickness of cast-in-situ reinforced concrete floor
CN203684541U (en) Anisotropic I-section reinforcing steel bar support iron for controlling space between upper and lower rows of reinforcing steel bars of building cast-in-place slab
CN207296115U (en) A kind of cast-in-situ floor high accuracy positioning control system
CN207193782U (en) A kind of pole type box culvert supporting embedded part of primary concreting Underground Culvert
CN207194317U (en) A kind of type quick detaching split heads
CN207673006U (en) A kind of horizontal convex concrete construction joint hangs mould support device
CN208148158U (en) It is a kind of live with strength mortar preparation facilities
CN202577765U (en) Supporting steel bar
CN206530052U (en) A kind of combination type supporting device
CN207620379U (en) A kind of side mould fixing device
CN207525964U (en) A kind of prefabricated composite wallboard pitched roof system
CN201915557U (en) Reinforced concrete beam slab based on preset cast-in-place construction of thermal-insulation plate at bottom of beam slab

Legal Events

Date Code Title Description
GR01 Patent grant
GR01 Patent grant
CF01 Termination of patent right due to non-payment of annual fee

Granted publication date: 20190305

CF01 Termination of patent right due to non-payment of annual fee