CN107419854A - A kind of tie hoop spacer pad and its application method - Google Patents
A kind of tie hoop spacer pad and its application method Download PDFInfo
- Publication number
- CN107419854A CN107419854A CN201710622236.2A CN201710622236A CN107419854A CN 107419854 A CN107419854 A CN 107419854A CN 201710622236 A CN201710622236 A CN 201710622236A CN 107419854 A CN107419854 A CN 107419854A
- Authority
- CN
- China
- Prior art keywords
- stirrup
- groove
- cage bar
- cushion block
- spacer pad
- 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
Links
Classifications
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C5/00—Reinforcing elements, e.g. for concrete; Auxiliary elements therefor
- E04C5/16—Auxiliary parts for reinforcements, e.g. connectors, spacers, stirrups
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Reinforcement Elements For Buildings (AREA)
Abstract
The present invention relates to a kind of tie hoop spacer pad and its application method, the side of the cushion block is vertically provided with the cage bar groove for accommodating cage bar, homonymy and is transversely obliquely provided with the stirrup groove for accommodating stirrup, the depth of stirrup groove is more than the depth of cage bar groove, the opposite side of cushion block in the horizontal direction, tied silk hole is respectively equipped with upper and lower part.Application method includes：Cushion block is loaded onto along the winding direction of stirrup and so that stirrup is inserted in the bottom of stirrup groove；Cushion block is moved to the position of corresponding cage bar and cage bar is nested into cage bar groove；Tied silk and banding fixed are each passed through to cage bar on steel reinforcement cage and the infall of stirrup by two tied silk holes.The present invention can it is easy, effectively, it is quick, accurately fix stirrup and cage bar, ensure the thickness of stirrup spacing and internal cover to reinforcement, so as to avoid the quality problems such as spacing deficiency and leakage muscle caused by protective layer thickness deficiency, intensity deficiency.
Description
Technical field
The invention belongs to the technical field of tie hoop positioning, more particularly to a kind of tie hoop spacer pad and its make
Use method.
Background technology
PHC stakes, circular frame trestle etc. are widely used components in building structure, are generally carrying out such circular configuration section
During the size design of face, designer often has larger flexibility, and different sectional dimensions determines different quantity of reinforcement.Thus its
Different design parameters also occur from the angle of cage bar in thickness, the stirrup of protective layer.
The control of the protective layer of reinforcing bar is of crucial importance to the stress performance of spiral component in circular configuration, to corresponding engineering
Quality influences also serious.Concrete cover was controlled in the past with reinforcing bar fix method be in the form of mortar, split heads etc. mainly
It is main, and reinforcing bar intensity itself is high, difficult processing, is easily rebounded when doing helically shaped, so as to cause protective layer can not meet to require, mixes
Coagulating also easily causes mortar pad etc. to misplace in native casting process, so as to influence the thickness of whole protective layer, or even leakage muscle occur
Deng serious conditions.
The fixation of traditional circular configuration reinforcing bar is welded easily to reinforcing bar in itself mainly by the way of electric welding and colligation
Cause to damage, influence structural behaviour；Due to the effect such as vibrating and tie hoop intersects with cage bar in concreting process
Angle non-90 degree, easily cause and tie up silk loosening；Furthermore the surrender of reinforcing bar in itself, spiral easily rebound, and cause tie hoop can not
Constructed according to design pitch requirements, have a strong impact on the intensity of structure.
Therefore, it is very necessary that the spacing of tie hoop is fixed using a kind of simple and fast and accurate device, with effective
Ensure the thickness of stirrup positioning and concrete cover.
The content of the invention
The technical problems to be solved by the invention are to provide a kind of tie hoop spacer pad and its application method, can be right
Tie hoop carries out fast positioning and accurately controls the spacing between tie hoop, ensures the thickness of concrete cover.
The technical solution adopted for the present invention to solve the technical problems is to provide a kind of tie hoop spacer pad, the cushion block
Side be vertically provided with accommodate the cage bar groove of cage bar, homonymy be transversely obliquely provided with accommodate stirrup stirrup it is recessed
Groove, the depth of the stirrup groove are more than the depth of cage bar groove, the opposite side of the cushion block in the horizontal direction, top and under
Portion is respectively equipped with tied silk hole.
As a kind of preferred embodiment of the present invention, main ribs groove is semi-circular groove, and the indent of semi-circular groove is partly
The radius of footpath and cage bar matches.
As a kind of preferred embodiment of the present invention, the stirrup groove is inclined half kidney slot, half kidney slot
The diameter of thickness and stirrup matches.
As a kind of preferred embodiment of the present invention, the horizontal tilt angle of the stirrup groove according to stirrup spacing and
The radius of spin determines.
A kind of application method of above-mentioned tie hoop spacer pad, comprises the following steps：
(1) load onto cushion block along the winding direction of stirrup and so that stirrup is inserted in the bottom of stirrup groove；
(2) cushion block is moved to the position of corresponding cage bar and cage bar is nested into cage bar groove；
(3) tied silk and banding fixed are each passed through to cage bar on steel reinforcement cage and the infall of stirrup by two tied silk holes.
As the further improvement to above-mentioned embodiment, size, the size of stirrup groove of the cushion block cage bar groove
And its angle of inclination is configured according to the laying situation of cage bar and stirrup.
Beneficial effect
The present invention can it is easy, effectively, it is quick, accurately fix stirrup and cage bar, ensure stirrup spacing and internal reinforcing bar
The thickness of protective layer, asked so as to avoid spacing deficiency and leakage muscle caused by protective layer thickness deficiency, the quality such as intensity deficiency
Topic.
Brief description of the drawings
Fig. 1 is the dimensional structure diagram of spacer pad of the present invention.
Fig. 2 is the positive structure schematic of spacer pad of the present invention.
Fig. 3 is the overlooking the structure diagram of spacer pad of the present invention.
Fig. 4 is the side structure schematic view of spacer pad of the present invention.
Fig. 5 is the use state figure of spacer pad of the present invention.
Embodiment
With reference to specific embodiment, the present invention is expanded on further.It should be understood that these embodiments are merely to illustrate the present invention
Rather than limitation the scope of the present invention.In addition, it is to be understood that after the content of the invention lectured has been read, people in the art
Member can make various changes or modifications to the present invention, and these equivalent form of values equally fall within the application appended claims and limited
Scope.
A kind of tie hoop spacer pad as Figure 1-4, the side of the cushion block, which is vertically provided with, accommodates cage bar 1
Cage bar groove 3, cage bar groove 3 is semi-circular groove, and the radius of the interior concave radius and cage bar 1 of semi-circular groove matches, homonymy edge
The stirrup groove 2 for accommodating stirrup 5 is transversely slantingly provided with, stirrup groove 2 be half kidney slot, the thickness and stirrup 5 of half kidney slot
Diameter match.The horizontal tilt degree of the horizontal tilt angle of stirrup groove 2 and the stirrup 5 of fixed position matches, the hoop
The horizontal tilt angle of muscle groove 2 determines that the depth of stirrup groove 2 is more than cage bar groove 3 according to the spacing of stirrup 5 and the radius of spin
Depth.The opposite side of cushion block in the horizontal direction, tied silk hole 4 is respectively equipped with upper and lower part.
A kind of application method of tie hoop spacer pad described in claim 1, comprises the following steps：
(1) load onto cushion block along the winding direction of stirrup 5 and so that stirrup 5 is inserted in the bottom of stirrup groove 2；
(2) cushion block is moved to the position of corresponding cage bar 1 and cage bar 1 is nested into cage bar groove 3；
(3) tied silk and banding fixed are each passed through to cage bar on steel reinforcement cage 1 and the intersection of stirrup 5 by two tied silk holes 4
Place, the state after positioning is fixed are as shown in Figure 5.
The cushion block can carry out special, mistake according to requirements such as the spacing of the radius of round member, the spacing of cage bar and stirrup
It is quick, easy, accurately fix stirrup and cage bar to colligation on tie hoop, ensure stirrup spacing and the protection of internal reinforcing bar
The thickness of layer.
Claims (6)
- A kind of 1. tie hoop spacer pad, it is characterised in that：The side of the cushion block is vertically provided with and accommodates cage bar (1) Cage bar groove (3), homonymy are transversely obliquely provided with the stirrup groove (2) for accommodating stirrup (5), the depth of the stirrup groove (2) Degree more than cage bar groove (3) depth, the opposite side of the cushion block in the horizontal direction, tied silk hole is respectively equipped with upper and lower part (4)。
- A kind of 2. tie hoop spacer pad according to claim 1, it is characterised in that：Main ribs groove (3) is half Circular trough, the radius of the interior concave radius and cage bar (1) of semi-circular groove match.
- A kind of 3. tie hoop spacer pad according to claim 1, it is characterised in that：The stirrup groove (2) is to incline Half oblique kidney slot, the diameter of the thickness and stirrup (5) of half kidney slot match.
- A kind of 4. tie hoop spacer pad according to claim 1, it is characterised in that：The water of the stirrup groove (2) Flat dip angle determines according to stirrup (5) spacing and the radius of spin.
- 5. a kind of application method of the tie hoop spacer pad described in claim 1, comprises the following steps：(1) load onto cushion block along the winding direction of stirrup (5) and so that stirrup (5) is inserted in the bottom of stirrup groove (2)；(2) cushion block is moved to the position of corresponding cage bar (1) and cage bar (1) is nested into cage bar groove (3)；(3) it is each passed through tied silk simultaneously friendship of the banding fixed to cage bar on steel reinforcement cage (1) and stirrup (5) by two tied silk holes (4) At fork.
- A kind of 6. tie hoop spacer pad application method according to claim 6, it is characterised in that：The cushion block cage bar The size of groove (3), the size of stirrup groove (2) and its angle of inclination are carried out according to cage bar (1) and the laying situation of stirrup (5) Set.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710622236.2A CN107419854B (en) | 2017-07-27 | 2017-07-27 | A kind of tie hoop spacer pad and its application method |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710622236.2A CN107419854B (en) | 2017-07-27 | 2017-07-27 | A kind of tie hoop spacer pad and its application method |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN107419854A true CN107419854A (en) | 2017-12-01 |
| CN107419854B CN107419854B (en) | 2019-05-17 |
Family
ID=60431386
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201710622236.2A Active CN107419854B (en) | 2017-07-27 | 2017-07-27 | A kind of tie hoop spacer pad and its application method |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN107419854B (en) |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112280186A (en) * | 2020-11-11 | 2021-01-29 | 广西北海精一电力器材有限责任公司 | Protective layer cushion block for concrete pole and preparation method thereof |
| CN112459355A (en) * | 2020-12-08 | 2021-03-09 | 宝冶(郑州)建筑工程有限公司 | Cushion block device for controlling thickness of beam bottom protective layer and construction method thereof |
| CN113802758A (en) * | 2021-10-21 | 2021-12-17 | 湖北东欣古建材料科技有限公司 | Archaized brick framework and archaized brick pressing production method |
| CN115030408A (en) * | 2022-05-18 | 2022-09-09 | 中建八局科技建设有限公司 | Stirrup spacing control template and control method thereof |
Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| DE2639740C2 (en) * | 1976-09-03 | 1985-12-19 | 8500 Nürnberg HÜWA - Walter Hübner Handelsvertretung | Spacers for supporting reinforcements |
| CN2515333Y (en) * | 2001-11-24 | 2002-10-09 | 杨力宁 | Universal bearing block for reinforced concrete protective layer |
| CN102418403A (en) * | 2011-10-08 | 2012-04-18 | 青岛理工大学 | Steel bar protective layer thickness positioner and use method and application thereof |
| JP2012255310A (en) * | 2011-06-10 | 2012-12-27 | Meekusu Kk | Steel bar clip. closed type steel bar using the same and manufacturing method of closed type steel bar |
-
2017
- 2017-07-27 CN CN201710622236.2A patent/CN107419854B/en active Active
Patent Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| DE2639740C2 (en) * | 1976-09-03 | 1985-12-19 | 8500 Nürnberg HÜWA - Walter Hübner Handelsvertretung | Spacers for supporting reinforcements |
| CN2515333Y (en) * | 2001-11-24 | 2002-10-09 | 杨力宁 | Universal bearing block for reinforced concrete protective layer |
| JP2012255310A (en) * | 2011-06-10 | 2012-12-27 | Meekusu Kk | Steel bar clip. closed type steel bar using the same and manufacturing method of closed type steel bar |
| CN102418403A (en) * | 2011-10-08 | 2012-04-18 | 青岛理工大学 | Steel bar protective layer thickness positioner and use method and application thereof |
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112280186A (en) * | 2020-11-11 | 2021-01-29 | 广西北海精一电力器材有限责任公司 | Protective layer cushion block for concrete pole and preparation method thereof |
| CN112280186B (en) * | 2020-11-11 | 2024-05-24 | 广西北海精一电力器材有限责任公司 | Protective layer cushion block for concrete pole and preparation method thereof |
| CN112459355A (en) * | 2020-12-08 | 2021-03-09 | 宝冶(郑州)建筑工程有限公司 | Cushion block device for controlling thickness of beam bottom protective layer and construction method thereof |
| CN113802758A (en) * | 2021-10-21 | 2021-12-17 | 湖北东欣古建材料科技有限公司 | Archaized brick framework and archaized brick pressing production method |
| CN115030408A (en) * | 2022-05-18 | 2022-09-09 | 中建八局科技建设有限公司 | Stirrup spacing control template and control method thereof |
Also Published As
| Publication number | Publication date |
|---|---|
| CN107419854B (en) | 2019-05-17 |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN107419854A (en) | A kind of tie hoop spacer pad and its application method | |
| CN105239775B (en) | A kind of reinforcement installation penetration quality dynamic control method for silo slip form construction | |
| CN105649213B (en) | A kind of construction method of intensive cloth muscle area large-scale steel structure built-in fitting | |
| CN105696800A (en) | Temporary fixed sleeve frame for preventing relative displacement generated during construction of steel-structured anchor bolts | |
| CN105569354A (en) | Assembling method of precast column | |
| CN110106780A (en) | A kind of connection structure, the construction method of Precast Pier Columns and pile foundation | |
| CN106884502A (en) | A kind of reinforced concrete combination rod structure and same period pouring construction method | |
| CN105113716A (en) | Construction method of large-diameter multi-rib-plate high-dropping self-compacting steel pipe concrete superposed columns | |
| CN107386455A (en) | A kind of shock isolating pedestal and its construction method of installation | |
| CN103556819A (en) | Construction method for reserving constructional column holes in beam plate | |
| CN105525749B (en) | Substation accident oil sump large form pouring construction method | |
| CN207904914U (en) | A kind of anti-floating constructing structure of filling pile cage of reinforcement | |
| CN104453270A (en) | Reinforcing device for special-shaped steel reinforced concrete member and construction method | |
| CN206941823U (en) | A kind of shock isolating pedestal | |
| CN207436490U (en) | Wall post reinforcing apparatus | |
| CN108252428A (en) | A kind of method for splicing precast wall body and cast-in-situ wall | |
| CN204282855U (en) | A kind of bracing means of deformed bar concrete component | |
| CN110017141A (en) | A kind of ultra-deep shaft concrete ring grid beam quick template supporting system and its construction method | |
| CN206769201U (en) | A kind of reinforced concrete combination rod structure | |
| CN207032279U (en) | A kind of tower kind equipment embedding anchor bolts construction mould | |
| CN110219474A (en) | A kind of structural column increasing section reinforcement means using steel tube confinement | |
| CN206495329U (en) | Adjustable high-precision foundation bolt reinforcing mold and reinforcing system | |
| CN106320343B (en) | A kind of building concrete, which pours, uses automatic positioning equipment | |
| CN105113776B (en) | The support meanss and building method of pole inner top platform on a kind of spherical tank | |
| CN211817943U (en) | Fixing device of template |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| PB01 | Publication | ||
| PB01 | Publication | ||
| SE01 | Entry into force of request for substantive examination | ||
| GR01 | Patent grant | ||
| GR01 | Patent grant |