CN209194855U - A kind of wheeled locating support of reinforced concrete protective layer - Google Patents

A kind of wheeled locating support of reinforced concrete protective layer Download PDF

Info

Publication number
CN209194855U
CN209194855U CN201821931048.4U CN201821931048U CN209194855U CN 209194855 U CN209194855 U CN 209194855U CN 201821931048 U CN201821931048 U CN 201821931048U CN 209194855 U CN209194855 U CN 209194855U
Authority
CN
China
Prior art keywords
wheel carrier
rotation wheel
reinforcing bar
spoke
bar slideway
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
CN201821931048.4U
Other languages
Chinese (zh)
Inventor
怀平生
安宏斌
王燊
李天胜
赵香萍
李晓
郭银新
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 Railway 12th Bureau Group Co Ltd
Second Engineering Co Ltd of China Railway 12th Bureau Group Co Ltd
Original Assignee
China Railway 12th Bureau Group Co Ltd
Second Engineering Co Ltd of China Railway 12th Bureau 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 China Railway 12th Bureau Group Co Ltd, Second Engineering Co Ltd of China Railway 12th Bureau Group Co Ltd filed Critical China Railway 12th Bureau Group Co Ltd
Priority to CN201821931048.4U priority Critical patent/CN209194855U/en
Application granted granted Critical
Publication of CN209194855U publication Critical patent/CN209194855U/en
Expired - Fee Related legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Landscapes

  • On-Site Construction Work That Accompanies The Preparation And Application Of Concrete (AREA)

Abstract

The utility model provides a kind of wheeled locating support of reinforced concrete protective layer, belongs to the technical field of Minimum Concrete Protective Coating Thickness control device, including outer rotation wheel carrier, interior rotation wheel carrier, the first reinforcing bar slideway, the second reinforcing bar slideway, spoke and check-valves;The radius and reinforced concrete protective layer of outer rotation wheel carrier are adapted;Notch is provided in outer rotation wheel carrier and interior rotation wheel carrier;First reinforcing bar slideway and the second reinforcing bar slideway connect the gap edge of outer rotation wheel carrier and interior rotation wheel carrier;The quantity of spoke be it is multiple, be arranged in the space that outer rotation wheel carrier, interior rotation wheel carrier, the first reinforcing bar slideway and the second reinforcing bar slideway enclose;Check-valves is resiliency slabstock structure, the notch of interior rotation wheel carrier is stretched to from the first reinforcing bar slideway, hanging end is provided with to the first inclined groove of reinforcing bar slideway.The bracket is capable of fixing on steel reinforcement cage, not easily to fall off, effectively controls the subsequent Minimum Concrete Protective Coating Thickness poured.

Description

A kind of wheeled locating support of reinforced concrete protective layer
Technical field
The utility model relates to the technical fields of Minimum Concrete Protective Coating Thickness control device, more particularly to a kind of steel The wheeled locating support of reinforced concrete protective layer.
Background technique
Reinforced concrete works is one of most common activity of infrastructure construction, and Minimum Concrete Protective Coating Thickness is weighing apparatus The main indicator of Surface Quality of Concrete and entity quality is measured, thickness of concrete cover is bigger, the steel bar stress bonding of component Anchoring property, durability and fire protecting performance are better.But excessive protective layer thickness can make the crack generated after member stress wide It spends greatly, just will affect its service performance, also result in waste economically.Existing " design of reinforced concrete structure rule Model ", the engineering legislations such as " structure of reinforced concrete and acceptance specification " are in beam, column, shear wall or science of bridge building Reinforcing bar should have certain protective layer thickness to make regulation.The mode for solving to execute this specification in construction is usually to utilize water Cement mortar precast lining, directly pad are located between steel reinforcement cage and template or foundation pit, but this mode lacks in construction there are larger It falls into, vibration when with coagulation rammed earth, steel reinforcement cage and cushion block can be made to shift, especially reinforced concrete protective layer corner, Since corner is not plane, cushion block, which is easier to shift, even to fall off, so that steel reinforcement cage landing leans against on template or foundation pit, coagulation Occurs dew muscle phenomenon after soil solidification, and the thickness of protective layer is also difficult to unification.
Utility model content
The purpose of this utility model is to provide a kind of wheeled locating supports of reinforced concrete protective layer, are capable of fixing in steel It is not easily to fall off on muscle cage, effectively control the subsequent Minimum Concrete Protective Coating Thickness poured.
To achieve the above object, the utility model provides a kind of wheeled locating support of reinforced concrete protective layer, including outer Rotation wheel carrier is arranged in outer rotation wheel carrier and the interior rotation wheel carrier concentric with outer rotation wheel carrier, the first reinforcing bar slideway, the second steel Muscle slideway, spoke and the check-valves for preventing reinforcing cage stirrup from deviating from from interior rotation wheel carrier;The radius and steel of outer rotation wheel carrier Reinforced concrete protective layer is adapted;Notch is provided in outer rotation wheel carrier and interior rotation wheel carrier;First reinforcing bar slideway and second Reinforcing bar slideway connects the gap edge of outer rotation wheel carrier and interior rotation wheel carrier;The quantity of spoke be it is multiple, be arranged in outer rotating wheel In the space that frame, interior rotation wheel carrier, the first reinforcing bar slideway and the second reinforcing bar slideway enclose, outer rotation wheel carrier and interior rotation are connected Wheel carrier;Check-valves is resiliency slabstock structure, and the notch of interior rotation wheel carrier, hanging end setting are stretched to from the first reinforcing bar slideway The oriented inclined groove of first reinforcing bar slideway.
Further, the wheeled locating support of above-mentioned reinforced concrete protective layer further includes auxiliary fulcrum and auxiliary spoke;It is auxiliary Help fulcrum between the second reinforcing bar slideway and the spoke adjacent with the second reinforcing bar slideway, first end is fixed on described second On reinforcing bar slideway;Auxiliary spoke first end be fixed on the inner wall of outer rotation wheel carrier, second end be located at the second reinforcing bar slideway with It assists between fulcrum.
Further, the circumferential ribs of protrusion is circumferentially provided on the inner wall of outer rotation wheel carrier;Circumferential ribs At the half of outer rotation wheel carrier height.
Further, spoke and the radial ribs for being arranged radially protrusion on auxiliary spoke along outer rotation wheel carrier; Radial ribs is located at the half of spoke or auxiliary spoke height.
Further, the height of the height of the end of spoke and outer rotation wheel carrier and interior rotation wheel carrier is adapted.
Further, the height of the height and outer rotation wheel carrier that assist the first end of spoke is adapted.
Further, outer rotation wheel carrier, interior rotation wheel carrier, the first reinforcing bar slideway, the second reinforcing bar slideway, spoke, check-valves, Auxiliary fulcrum and auxiliary spoke are made of polyvinyl chloride.
The beneficial effects of the utility model are:
Reinforcing cage stirrup enters between the first reinforcing bar slideway and the second reinforcing bar slideway from the notch of outer rotation wheel carrier, and extruding stops It returns valve and brings it about deformation into after in interior rotation wheel carrier, since check-valves is resiliency slabstock structure, deformation occurs for stress, external Active force can restore to the original state after disappearing, and when entering reinforcing bar cage hoisting in template or foundation pit, outer rotation wheel carrier is by template or base The frictional force in hole makes the wheeled locating support rotation of reinforced concrete protective layer, and reinforcing cage stirrup can be along interior during rotation Rotation wheel carrier inner wall rotation, since the hanging end of check-valves is provided with to the first inclined groove of reinforcing bar slideway, steel reinforcement cage hoop Muscle is easier to enter in the space between the first reinforcing bar slideway and check-valves, rather than from the second reinforcing bar slideway and check-valves it Between space abjection.From the foregoing, it will be observed that the wheeled locating support of reinforced concrete protective layer provided by the utility model can be firm It is fixed on steel reinforcement cage, it is not easily to fall off, the subsequent Minimum Concrete Protective Coating Thickness poured is effectively controlled, underground is particularly suitable for The construction of diaphragm wall armored concrete.
Detailed description of the invention
Fig. 1 is the structural schematic diagram of the wheeled locating support of reinforced concrete protective layer provided by the embodiment of the utility model.
In figure: the outer rotation wheel carrier of 1-;Rotation wheel carrier in 2-;3- the first reinforcing bar slideway;4- the second reinforcing bar slideway;5- spoke; 6- check-valves;7- assists fulcrum;8- assists spoke;9- circumferential direction ribs;10- radial direction ribs.
Specific embodiment
The present embodiment provides a kind of wheeled locating supports of reinforced concrete protective layer, as shown in Figure 1, including outer rotation wheel carrier 1, the interior rotation wheel carrier 2 concentric in outer rotation wheel carrier 1 and with outer rotation wheel carrier 1, the first reinforcing bar slideway 3, the second reinforcing bar are set Slideway 4, spoke 5 and the check-valves 6 for preventing reinforcing cage stirrup from deviating from from interior rotation wheel carrier 2;The radius of outer rotation wheel carrier 1 with Reinforced concrete protective layer is adapted, to guarantee steel reinforcement cage and the distance between template or foundation pit;Outer rotation wheel carrier 1 and interior rotation Notch is provided on wheel carrier 2;First reinforcing bar slideway 3 and the second reinforcing bar slideway 4 connect outer rotation wheel carrier 1 and interior rotation wheel carrier 2 Gap edge;The quantity of spoke 5 be it is multiple, setting is in outer rotation wheel carrier 1, interior rotation wheel carrier 2, the first reinforcing bar slideway 3 and the In the space that two reinforcing bar slideways 4 enclose, outer rotation wheel carrier 1 and interior rotation wheel carrier 2 are connected, specific value is according to outer rotation wheel carrier 1 size and steel reinforcement cage dimension synthesis determine;Check-valves 6 is resiliency slabstock structure, stretches to interior rotating wheel from the first reinforcing bar slideway 3 The notch of frame 2, hanging end are provided with to the inclined groove of the first reinforcing bar slideway 3.
Reinforcing cage stirrup enters between the first reinforcing bar slideway 3 and the second reinforcing bar slideway 4 from the notch of outer rotation wheel carrier 1, squeezes Pressure check-valves 6 is brought it about after deformation enters in interior rotation wheel carrier 2, and since check-valves 6 is resiliency slabstock structure, shape occurs for stress Become, applied external force disappear after can restore to the original state, when reinforcing bar cage hoisting is entered in template or foundation pit, outer rotation wheel carrier 1 by Template or the frictional force of foundation pit make reinforced concrete protective layer wheeled locating support rotation, can reduce to template or foundation pit Damage, reinforcing cage stirrup can be rotated along interior 2 inner wall of rotation wheel carrier during rotation, since the hanging end of check-valves 6 is set Be equipped with to the inclined groove of the first reinforcing bar slideway 3, reinforcing cage stirrup be easier to enter the first reinforcing bar slideway 3 and check-valves 6 it Between space in, rather than between the second reinforcing bar slideway 4 and check-valves 6 space deviate from, after steel reinforcement cage is put well, to steel reinforcement cage Pouring reinforcement concrete forms protective layer between template or foundation pit.
Preferably, the diameter Yu reinforcing cage stirrup diameter of interior rotation wheel carrier 2 are adapted, generally 4mm bigger than stirrup diameter.
Further, as shown in Figure 1, the wheeled locating support of above-mentioned reinforced concrete protective layer, further includes auxiliary 7 He of fulcrum Assist spoke 8;Assist fulcrum 7 between the second reinforcing bar slideway 4 and the spoke 5 adjacent with the second reinforcing bar slideway 4, first end is solid It is scheduled on the second reinforcing bar slideway 4;The first end of auxiliary spoke 8 is fixed on the inner wall of outer rotation wheel carrier 1, and second end is located at second Between reinforcing bar slideway 4 and auxiliary fulcrum 7.Assist fulcrum 7 and assist spoke 8 and the first reinforcing bar slideway 3 and the second reinforcing bar slideway 4 and Spoke 5 cooperates, and plays a supporting role, and reduces outer rotation wheel carrier 1 and occurs due to frictional force and extruding force by template or foundation pit Deformation, guarantee steel reinforcement cage and the distance between template or foundation pit.
Further, as shown in Figure 1, being circumferentially provided with the circumferential ribs of protrusion on the inner wall of outer rotation wheel carrier 1 9;Circumferential ribs 9 is located at the half of outer 1 height of rotation wheel carrier, to reinforce the intensity of outer rotation wheel carrier 1.
Further, as shown in Figure 1, being arranged radially protrusion along outer rotation wheel carrier 1 on spoke 5 and auxiliary spoke 8 Radial ribs 10;Radial ribs 10 is located at the half of spoke 5 or auxiliary 8 height of spoke, to reinforce 5 He of spoke Assist the intensity of spoke 8.
Further, the height of the height of the end of spoke 5 and outer rotation wheel carrier 1 and interior rotation wheel carrier 2 is adapted, to add Strong ties intensity.
Further, the height of the height and outer rotation wheel carrier 1 that assist the first end of spoke 8 is adapted, to reinforce the two Between bonding strength.
Further, outer rotation wheel carrier 1, interior rotation wheel carrier 2, the first reinforcing bar slideway 3, the second reinforcing bar slideway 4, spoke 5, only Valve 6, auxiliary fulcrum 7 and auxiliary spoke 8 is returned to be made of polyvinyl chloride (PVC).
The above is only the embodiments of the present invention, and therefore it does not limit the scope of the patent of the utility model, all utilizations Equivalent structure or equivalent flow shift made by the utility model description is applied directly or indirectly in other relevant Technical field is also included in the patent protection scope of the utility model.

Claims (7)

1. a kind of wheeled locating support of reinforced concrete protective layer, which is characterized in that including outer rotation wheel carrier, setting described outer In rotation wheel carrier and the interior rotation wheel carrier concentric with outer rotation wheel carrier, the first reinforcing bar slideway, the second reinforcing bar slideway, spoke and prevent The only check-valves that reinforcing cage stirrup is deviate from from interior rotation wheel carrier;
The radius and reinforced concrete protective layer of the outer rotation wheel carrier are adapted;
Notch is provided in the outer rotation wheel carrier and interior rotation wheel carrier;
The first reinforcing bar slideway and the second reinforcing bar slideway connect the gap edge of outer rotation wheel carrier and interior rotation wheel carrier;
The quantity of the spoke be it is multiple, setting is sliding in outer rotation wheel carrier, interior rotation wheel carrier, the first reinforcing bar slideway and the second reinforcing bar In the space that road encloses, outer rotation wheel carrier and interior rotation wheel carrier are connected;
The check-valves is resiliency slabstock structure, and the notch of interior rotation wheel carrier, hanging end are stretched to from the first reinforcing bar slideway It is provided with to the first inclined groove of reinforcing bar slideway.
2. the wheeled locating support of reinforced concrete protective layer according to claim 1, which is characterized in that further include auxiliary branch Point and auxiliary spoke;
The auxiliary fulcrum between the second reinforcing bar slideway and the spoke adjacent with the second reinforcing bar slideway, fix by first end On the second reinforcing bar slideway;
The first end of the auxiliary spoke is fixed on the inner wall of outer rotation wheel carrier, and second end is located at the second reinforcing bar slideway and auxiliary Between fulcrum.
3. the wheeled locating support of reinforced concrete protective layer according to claim 2, which is characterized in that the outer rotating wheel The circumferential ribs of protrusion is circumferentially provided on the inner wall of frame;
The circumferential direction ribs is located at the half of outer rotation wheel carrier height.
4. the wheeled locating support of reinforced concrete protective layer according to claim 2, which is characterized in that the spoke and auxiliary Help the radial ribs for being arranged radially protrusion on spoke along outer rotation wheel carrier;
The radial direction ribs is located at the half of spoke or auxiliary spoke height.
5. the wheeled locating support of reinforced concrete protective layer according to claim 1, which is characterized in that the end of the spoke The height of the height in portion and outer rotation wheel carrier and interior rotation wheel carrier is adapted.
6. the wheeled locating support of reinforced concrete protective layer according to claim 2, which is characterized in that the auxiliary spoke First end height and outer rotation wheel carrier height be adapted.
7. the wheeled locating support of reinforced concrete protective layer according to claim 2, which is characterized in that the outer rotating wheel Frame, interior rotation wheel carrier, the first reinforcing bar slideway, the second reinforcing bar slideway, spoke, check-valves, auxiliary fulcrum and auxiliary spoke are by poly- Vinyl chloride is made.
CN201821931048.4U 2018-11-22 2018-11-22 A kind of wheeled locating support of reinforced concrete protective layer Expired - Fee Related CN209194855U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201821931048.4U CN209194855U (en) 2018-11-22 2018-11-22 A kind of wheeled locating support of reinforced concrete protective layer

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201821931048.4U CN209194855U (en) 2018-11-22 2018-11-22 A kind of wheeled locating support of reinforced concrete protective layer

Publications (1)

Publication Number Publication Date
CN209194855U true CN209194855U (en) 2019-08-02

Family

ID=67425423

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201821931048.4U Expired - Fee Related CN209194855U (en) 2018-11-22 2018-11-22 A kind of wheeled locating support of reinforced concrete protective layer

Country Status (1)

Country Link
CN (1) CN209194855U (en)

Similar Documents

Publication Publication Date Title
CN104499504B (en) A kind of road inspection well and construction method thereof
CN104674945B (en) Tree-like steel pipe column structure and construction method thereof
CN106758787B (en) A kind of Precast Pier Columns mounting and positioning device
CN110594493A (en) Structure suitable for rear buried sleeve of existing pool wall and construction method
CN209194855U (en) A kind of wheeled locating support of reinforced concrete protective layer
CN110725324A (en) Shear wall high-limb guide wall conversion supporting structure and construction method thereof
CN105256894A (en) Construction method for precisely mounting embedded bolt sleeves of seismic isolation and reduction support
CN101538858A (en) Method and device for jointing reinforcement and vibration readjustment construction of pre-embedded bolt
JP2017053196A (en) Device and method for adjusting horizontal reaction
CN103174165A (en) Full diameter embedded bolt positioning method
CN109812001A (en) A kind of construction method of Super High bilayer I-steel overhanging support system
KR20120025945A (en) Reinforcement assembly of concrete file and building foundation
CN206477476U (en) A kind of assembled exempts from support beam wall integral type shear wall
CN113338272B (en) Annular reinforcing method for thick sand layer pile foundation
CN214365094U (en) Elevator well protector
CN210658418U (en) Novel prestressed anchor bolt fan foundation
CN208219724U (en) A kind of bracing means for preventing diaphram wall from settling
CN210216455U (en) Inclined support assembly of building envelope
CN209619853U (en) Box girder supporting system utilizing existing structural columns
CN102704399B (en) Reinforcement binding and jointing operating room and reinforcement binding and jointing method
CN111535336A (en) Deep foundation pit inverted arch prestressed concrete support structure and construction method thereof
CN105113422B (en) Back-stayed balance continuous beam cast-in-situ section construction method
CN219137647U (en) Temporary fixing and centering tool for pile foundation reinforcement cage
CN205077731U (en) A vertical rebar positioning device for silo sliding formwork construction
CN203129165U (en) Quick positioning construction device of bridge steel tube standing column

Legal Events

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

Granted publication date: 20190802

Termination date: 20211122