CN109397523A - A kind of deformed bar tensioning tooling and its application method - Google Patents
A kind of deformed bar tensioning tooling and its application method Download PDFInfo
- Publication number
- CN109397523A CN109397523A CN201811593487.3A CN201811593487A CN109397523A CN 109397523 A CN109397523 A CN 109397523A CN 201811593487 A CN201811593487 A CN 201811593487A CN 109397523 A CN109397523 A CN 109397523A
- Authority
- CN
- China
- Prior art keywords
- deformed bar
- tensioning
- equipment
- tooling
- bar
- 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.)
- Pending
Links
Classifications
-
- B—PERFORMING OPERATIONS; TRANSPORTING
- B28—WORKING CEMENT, CLAY, OR STONE
- B28B—SHAPING CLAY OR OTHER CERAMIC COMPOSITIONS; SHAPING SLAG; SHAPING MIXTURES CONTAINING CEMENTITIOUS MATERIAL, e.g. PLASTER
- B28B23/00—Arrangements specially adapted for the production of shaped articles with elements wholly or partly embedded in the moulding material; Production of reinforced objects
- B28B23/02—Arrangements specially adapted for the production of shaped articles with elements wholly or partly embedded in the moulding material; Production of reinforced objects wherein the elements are reinforcing members
- B28B23/04—Arrangements specially adapted for the production of shaped articles with elements wholly or partly embedded in the moulding material; Production of reinforced objects wherein the elements are reinforcing members the elements being stressed
- B28B23/043—Wire anchoring or tensioning means for the reinforcements
Abstract
A kind of deformed bar tensioning tooling, including anchorage, tensioning equipment and equipment is put, the side put equipment and be arranged in trolley, the tensioning equipment installation is on the car, and it is located at the two sides of prefabricated components, the positioning for deformed bar both ends anchorage in prefabricated components is fixed;The trolley is additionally provided with protective device far from the one end for putting equipment is opened;The tensioning equipment is located at protective device and puts between equipment.The invention also discloses the application methods of above-mentioned tooling.The structure of the deformed bar tensioning tooling is simple, easy to use, it can be achieved that mould standard, reduces the labor intensity of the processes such as mold design, production and mold installation, improve production efficiency, reduce die cost, keep mold tooling reusable.
Description
Technical field
The present invention relates to architectural engineering construction technique fields, more particularly, to a kind of deformed bar tensioning tooling and its make
Use method.
Background technique
Pre-tensioning system is cracking resistance in order to improve reinforced concrete precast member and avoids reinforced concrete member too early
There is crack, and stress is previously applied to it in prefabrication process to improve a kind of method of component performance.It is usually mixed in pouring
The production method of tension reinforcing steel bar is also referred to as pre-tensioning system before solidifying soil, it plays an important role in engineering construction.
After pre-tensioning system stretching wire, when steel wire there are enough cohesive forces with concrete, is opened by putting, unclamp steel
Silk, by means of the bonding of concrete and steel wire, guarantees that prefabricated components reach design requirement.It develops now a kind of using force-transmitting pole
The pre-stress construction pedestal of stress, including pedestal and the force-transmitting pole for being arranged in pedestal two sides, pedestal both ends are provided with fixation
Gooseneck, one end are additionally provided with movable gooseneck, and anchoring has steel between the activity gooseneck and the fixation gooseneck of opposite side
Silk, is provided between ipsilateral fixation gooseneck and puts equipment, the effect of the fixation gooseneck at pedestal both ends in tension stress
Under, it is pressed in power transmission column end, puts and opens while to realize steel wire on the pedestal, that is, guarantees that steel wire puts the synchronism opened, needs
It wants matched and puts a constructing device.
Floor deformed bar tensioning prestressed reinforcement of tensioning before floor concrete casting.Due to pre-stress floor size
It is different, and different floor set aside pre-embeddeds position is different, causes prestressed stretch-draw mold design specification more, installation is troublesome in poeration,
It is easy error.
Summary of the invention
The technical problem to be solved by the present invention is it is simple to overcome the deficiencies of the prior art and provide a kind of structure, user
Just, the application method of the good deformed bar tensioning tooling of security performance and the tooling.
The technical solution adopted by the present invention to solve the technical problems is:
A kind of deformed bar tensioning tooling, including anchorage, tensioning equipment and equipment is put, the equipment of putting is arranged in trolley
Side;The tensioning equipment installation on the car, and is located at the two sides of prefabricated components, for deformed bar in prefabricated components
The positioning of both ends anchorage is fixed;The trolley is additionally provided with protective device far from the one end for putting equipment is opened;The tensioning equipment is located at
It protective device and puts between equipment.
In a certain example embodiment, the tensioning equipment is L-shaped, and the vertical portion of the tensioning equipment is equidistantly evenly equipped with
Deformed bar through-hole, the spacing between adjacent deformed bar through-hole are 50mm ~ 100mm, can be according to same Tai Monei floor
Equal prefabricated components actual conditions adjust arrangement prestress reinforcing bar, so that its deformed bar arrangement is met design requirement, avoid difference
Prestress steel in the prefabricated components such as floor is quickly and easily realized in interference of the set aside pre-embedded of the prefabricated components such as floor to arrangement
Muscle tensioning.
It is preferred that tensioning equipment is angle bar, the spacing between adjacent deformed bar through-hole is 50mm.
In a certain example embodiment, the distance of the centre distance trolley of the deformed bar through-hole is equal to prestress steel
The sum of thickness and the radius of deformed bar of tendon protective layer, play deformed bar preferably to prestress steel tendon protective layer
Protective effect.
In a certain example embodiment, the angle bar back side is equipped at intervals with stiffener plate;Between between adjacent said rib plate
Away from >=500m, it is preferable that the spacing between adjacent said rib plate is the mm of 500 mm ~ 800.
In a certain example embodiment, the angle bar is equal angle iron.
The protective device is equal angle iron, and the back side of equal angle iron is equipped at intervals with stiffener plate.
The equipment of putting is hydraulic tensioning mechanism.
A kind of application method of deformed bar tensioning tooling of the invention, comprising the following steps:
1) when deformed bar tensioning tooling is used for single trolley, the rib mold to prefabricated components (such as floor), which is installed, to be fixed
After in place, in the tensioning equipment that deformed bar tensioning tooling is welded and fixed not less than 300mm away from trolley end, guarantee tooling peace
Fixation is filled, keeps deformed bar through-hole and mold fluting hole location concentric, reduces deformed bar tensioning work in stretching process
Fill the resistance to deformed bar;
2) within the scope of the outside 150-200mm of the tensioning equipment for fastening deformed bar away from deformed bar tensioning tooling
Protective device is welded and fixed, is broken rebound after preventing certain deformed bar tensioning, personnel is damaged.
3) intert deformed bar, deformed bar sequentially passes through fastening for prestressing force for deformed bar tensioning tooling
Deformed bar through-hole on tensioning equipment and the U-lag on mold are then passed through deformed bar tensioning tooling close to Zhang Fangshe
Deformed bar through-hole on the tensioning equipment of standby one end, then respectively with anchorage to through deformed bar tensioning tooling both ends
Deformed bar carries out installation fixation, guarantees that deformed bar is generally flat;
4) reinforcing bar is placed, assembling reinforcement, last prestressed reinforcement of tensioning, close, trolley puts equipment one end as stretching end, separately
One end is as prestressing force fastening end, and since centre, successively symmetrical prestressed reinforcement of tensioning, reaches the tensioning of design requirement
Value.
When multiple trolleys that deformed bar tensioning tooling is used to successively arrange, then welded at most end trolley end face both ends
Connect the tensioning equipment and protective device in deformed bar tensioning tooling.
A kind of deformed bar tensioning tooling of the present invention the utility model has the advantages that its structure is simple, it is easy to use, it can be achieved that mold
Standardization, reduce mold design, production and mold installation etc. processes labor intensity, improve production efficiency, reduce mold at
This, keeps mold tooling reusable.
The vertical portion of the angle bar is equidistantly evenly equipped with deformed bar through-hole, between adjacent deformed bar through-hole between
Away from for 50mm ~ 100mm, arrangement prestress reinforcing bar can be adjusted according to prefabricated components actual conditions such as same Tai Monei floors, make it
Deformed bar arrangement meets design requirement, and can avoid interference of the set aside pre-embedded to arrangement.
By the way that protective device is arranged in the prestressing force fastening end of trolley, presstressed reinforcing steel can be effectively prevent to be broken suddenly to artificial
Phenomena such as at injury, improve the safety of deformed bar stretching process.
Detailed description of the invention
Fig. 1-uses schematic diagram for a kind of deformed bar tensioning tooling;
Fig. 2-is a kind of main view of tensioning equipment in deformed bar tensioning tooling in Fig. 1;
Fig. 3-is a kind of side view of tensioning equipment in deformed bar tensioning tooling in Fig. 1.
In figure: 1-protective device, 2-tensioning equipments, 21-angle bar, 22-reinforcing ribs, 23-deformed bar through-holes,
3-trolleys, 4-prefabricated components, 5-rib molds, 6-deformed bars, 7-anchorages, 8-put equipment.
Specific embodiment
The invention will be further described with reference to the accompanying drawings and embodiments.
Referring to Fig.1: a kind of deformed bar tensioning tooling, including anchorage 7, tensioning equipment 2 and equipment 8 is put, it is described to put
Open the side that equipment 8 is arranged in trolley 3;The tensioning equipment 2 is mounted on trolley 3, and is located at the two sides of prefabricated components 4, is used
The positioning of 6 both ends anchorage 7 of deformed bar is fixed in prefabricated components 4;The trolley 3 is also set far from the one end for putting equipment 8 is opened
There is protective device 1;The tensioning equipment 2 is located at protective device 1 and puts between equipment 8.
The tensioning equipment 2 is angle bar 21, and L-shaped, the vertical portion of the angle bar 21 is equidistantly evenly equipped with deformed bar
Through-hole 23, the spacing between adjacent deformed bar through-hole 23 are 50mm, can be according to same 4 actual conditions of Tai Monei prefabricated components
Arrangement prestress reinforcing bar 6 is adjusted, so that its deformed bar 6 arrangement is met design requirement, avoids the reserved pre- of different prefabricated components 4
Bury the interference to arrangement, quickly and easily realize prefabricated components 4(such as floor) in deformed bar 6 tensioning.
It should be noted that can spacing according to the prefabricated components structure such as floor, between adjacent deformed bar through-hole 23
For can also be 60mm, 70mm, 80mm or 100mm, and then according to the prefabricated components actual conditions such as same Tai Monei floor adjust
Arrangement prestress reinforcing bar makes its deformed bar arrangement meet design requirement, and can avoid interference of the set aside pre-embedded to arrangement.
21 back side of angle bar is equipped at intervals with stiffener plate 22;Spacing >=500 mm between adjacent said rib plate 22 lead to
It crosses and stiffener plate 22 is set at 21 back side of angle bar, improve the stress intensity of tensioning equipment 2.It is preferred that between adjacent said rib plate 22
Spacing be the mm of 500 mm ~ 800.According to the force request of tensioning equipment 2, between appropriate adjustment stiffener plate 22
Away from the lower stress intensity for improving tensioning equipment 2 and making main material angle bar 21 of realization low cost, it is ensured that the stress performance of tensioning equipment 2
Meet force request when 6 tensioning of deformed bar.
The angle bar 21 is equal angle iron 21.
The distance of the centre distance trolley 3 of the deformed bar through-hole 23 is equal to the thickness of 6 protective layer of deformed bar
The sum of with the radius of deformed bar 6, deformed bar 6 is made to play preferable protective effect to prestress steel tendon protective layer.
The protective device 1 is equal angle iron 21, and the back side of equal angle iron 21 is equipped at intervals with stiffener plate 22.
A kind of application method of deformed bar tensioning tooling of the invention, comprising the following steps:
1) when deformed bar tensioning tooling is used for single trolley, to prefabricated components 4(such as floor) the installation of rib mold 5 it is solid
After determining in place, in the tensioning equipment 2 that deformed bar tensioning tooling is welded and fixed not less than 300mm away from trolley end, guarantee work
Dress installation fixation keeps deformed bar through-hole 23 and mold fluting hole location concentric, reduces deformed bar in stretching process
Resistance of the tensioning tooling to deformed bar 6;
2) it is welded within the scope of 150-200mm on the outside of the tensioning equipment for fastening deformed bar away from deformed bar tensioning tooling
Fixing protector 1 is connect, rebound is broken after preventing certain 6 tensioning of deformed bar, personnel is damaged.
3) intert deformed bar 6, deformed bar 6 sequentially passes through the tight for prestressing force of deformed bar tensioning tooling
Solid tensioning equipment on deformed bar through-hole 23 and mold on U-lag, it is close to be then passed through deformed bar tensioning tooling
The deformed bar through-hole 23 put on the tensioning equipment of equipment one end is opened, then respectively with anchorage 7 to through deformed bar tensioning
The deformed bar 6 at tooling both ends carries out installation fixation, guarantees that deformed bar 6 is generally flat;
4) place reinforcing bar, assembling reinforcement, last prestressed reinforcement of tensioning 6, trolley close to putting one end of equipment as stretching end,
The other end is as prestressing force fastening end, and since centre, successively symmetrical prestressed reinforcement of tensioning 6, reaches design requirement
Tensioning value.
When multiple trolleys that deformed bar tensioning tooling is used to successively arrange, then welded at most end trolley end face both ends
The tensioning equipment 2 and protective device 1 in deformed bar tensioning tooling are connect, other steps are identical as single trolley.
Claims (10)
1. a kind of deformed bar tensioning tooling, including anchorage, tensioning equipment and equipment is put, the equipment of putting is arranged in platform
The side of vehicle;It is characterized in that, the tensioning equipment installation is on the car, and it is located at the two sides of prefabricated components, is used for prefabricated structure
The positioning of deformed bar both ends anchorage is fixed in part;The trolley is additionally provided with protective device far from the one end for putting equipment is opened;Institute
Tensioning equipment is stated to be located at protective device and put between equipment.
2. a kind of deformed bar tensioning tooling as described in claim 1, which is characterized in that the tensioning equipment is L-shaped, described
The vertical portion of tensioning equipment is equidistantly evenly equipped with deformed bar through-hole, and the spacing between adjacent deformed bar through-hole is 50mm
~100mm。
3. a kind of deformed bar tensioning tooling as claimed in claim 2, which is characterized in that the tensioning equipment is angle bar, phase
Spacing between adjacent deformed bar through-hole is 50mm.
4. a kind of deformed bar tensioning tooling as claimed in claim 2, which is characterized in that in the deformed bar through-hole
Distance of the heart apart from trolley is equal to the sum of thickness and radius of deformed bar of prestress steel tendon protective layer.
5. a kind of deformed bar tensioning tooling as claimed in claim 2, which is characterized in that be equipped at intervals with reinforcement on the angle bar
Gusset;Spacing >=500 mm between adjacent said rib plate.
6. a kind of deformed bar tensioning tooling as claimed in claim 5, which is characterized in that the spacing between adjacent said rib plate
For the mm of 500 mm ~ 800.
7. such as a kind of any one of claim 1 ~ 6 deformed bar tensioning tooling, which is characterized in that the protective device is
The back side of equal angle iron, equal angle iron is equipped at intervals with stiffener plate.
8. such as a kind of any one of claim 1 ~ 6 deformed bar tensioning tooling, which is characterized in that the equipment of putting is
Hydraulic tensioning mechanism.
9. a kind of such as a kind of any one of claim 1 ~ 8 application method of deformed bar tensioning tooling, which is characterized in that
The following steps are included:
1) after the installation of the rib mold of prefabricated components is secured in position, away from separate unit trolley end or positioned at more trolley most ends
Trolley the fixed deformed bar tensioning tooling in end tensioning equipment, keep deformed bar through-hole and mold fluting hole location same
The heart;
2) within the scope of the outside 150-200mm of the tensioning equipment for fastening deformed bar away from deformed bar tensioning tooling
Protective device is welded and fixed;
3) intert deformed bar, deformed bar sequentially passes through for prestressing force fastening of deformed bar tensioning tooling
Deformed bar through-hole on drawing device and the U-lag on mold are then passed through the close Zhang Fangshe of deformed bar tensioning tooling
Deformed bar through-hole on the tensioning equipment of standby one end, then respectively with anchorage to through deformed bar tensioning tooling both ends
Deformed bar carries out installation fixation, guarantees that deformed bar is generally flat;
4) reinforcing bar is placed, assembling reinforcement, last prestressed reinforcement of tensioning, close, trolley puts equipment one end as stretching end, separately
One end is as prestressing force fastening end, and since centre, successively symmetrical prestressed reinforcement of tensioning, reaches the tensioning of design requirement
Value.
10. a kind of application method of deformed bar tensioning tooling as claimed in claim 9, which is characterized in that the tensioning dress
The distance apart from the end of trolley is set not less than 300mm.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201811593487.3A CN109397523A (en) | 2018-12-25 | 2018-12-25 | A kind of deformed bar tensioning tooling and its application method |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201811593487.3A CN109397523A (en) | 2018-12-25 | 2018-12-25 | A kind of deformed bar tensioning tooling and its application method |
Publications (1)
Publication Number | Publication Date |
---|---|
CN109397523A true CN109397523A (en) | 2019-03-01 |
Family
ID=65461267
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
CN201811593487.3A Pending CN109397523A (en) | 2018-12-25 | 2018-12-25 | A kind of deformed bar tensioning tooling and its application method |
Country Status (1)
Country | Link |
---|---|
CN (1) | CN109397523A (en) |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN109894547A (en) * | 2019-04-03 | 2019-06-18 | 贵州长通集团有限公司 | A kind of prestressing force pull-up structure |
Citations (9)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US20130174503A1 (en) * | 2012-01-06 | 2013-07-11 | Clark Pacific Corporation | Composite panel including pre-stressed concrete with support frame, and method for making same |
CN203792513U (en) * | 2014-01-30 | 2014-08-27 | 上海柘中建设股份有限公司 | Construction facility for producing prestress hollow slab beams in batches |
CN204339983U (en) * | 2014-12-08 | 2015-05-20 | 中国十七冶集团有限公司 | Pre-tensioning system precast plate girder rod-pulling type integral tension device |
CN104908159A (en) * | 2015-06-01 | 2015-09-16 | 江苏山海建设工程有限公司 | Operation equipment for industrial large-scale solid square pile production line |
CN107599158A (en) * | 2017-09-26 | 2018-01-19 | 汤始建华建材(苏州)有限公司 | A kind of process for prestressed component two directions tension |
CN207240472U (en) * | 2017-09-26 | 2018-04-17 | 汤始建华建材(苏州)有限公司 | A kind of tension ground tackle for prestressed component production |
CN207267290U (en) * | 2017-09-01 | 2018-04-24 | 中天建设集团有限公司 | Compressor wire tensioning equipment |
CN207273541U (en) * | 2017-09-01 | 2018-04-27 | 中天建设集团有限公司 | Prestressing force mortar Decorative hanging board molding die |
CN209533783U (en) * | 2018-12-25 | 2019-10-25 | 郴州远大住宅工业有限公司 | A kind of deformed bar tensioning tooling |
-
2018
- 2018-12-25 CN CN201811593487.3A patent/CN109397523A/en active Pending
Patent Citations (9)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US20130174503A1 (en) * | 2012-01-06 | 2013-07-11 | Clark Pacific Corporation | Composite panel including pre-stressed concrete with support frame, and method for making same |
CN203792513U (en) * | 2014-01-30 | 2014-08-27 | 上海柘中建设股份有限公司 | Construction facility for producing prestress hollow slab beams in batches |
CN204339983U (en) * | 2014-12-08 | 2015-05-20 | 中国十七冶集团有限公司 | Pre-tensioning system precast plate girder rod-pulling type integral tension device |
CN104908159A (en) * | 2015-06-01 | 2015-09-16 | 江苏山海建设工程有限公司 | Operation equipment for industrial large-scale solid square pile production line |
CN207267290U (en) * | 2017-09-01 | 2018-04-24 | 中天建设集团有限公司 | Compressor wire tensioning equipment |
CN207273541U (en) * | 2017-09-01 | 2018-04-27 | 中天建设集团有限公司 | Prestressing force mortar Decorative hanging board molding die |
CN107599158A (en) * | 2017-09-26 | 2018-01-19 | 汤始建华建材(苏州)有限公司 | A kind of process for prestressed component two directions tension |
CN207240472U (en) * | 2017-09-26 | 2018-04-17 | 汤始建华建材(苏州)有限公司 | A kind of tension ground tackle for prestressed component production |
CN209533783U (en) * | 2018-12-25 | 2019-10-25 | 郴州远大住宅工业有限公司 | A kind of deformed bar tensioning tooling |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN109894547A (en) * | 2019-04-03 | 2019-06-18 | 贵州长通集团有限公司 | A kind of prestressing force pull-up structure |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
CN208543603U (en) | Precast prestressed floor production mould and production equipment | |
CN106677069A (en) | Construction method for overall formwork one-time forming structure of pier | |
CN109707173B (en) | Construction method of assembly type laminated beam plate installation auxiliary device | |
KR101195516B1 (en) | Pier Cap Installation Structure Using Precast Concrete Shell And Construction Method Thereof | |
CN108505448A (en) | Pier cap beam anchor ear girder steel template system and its construction method | |
CN105649213B (en) | A kind of construction method of intensive cloth muscle area large-scale steel structure built-in fitting | |
CN208668279U (en) | Pier cap beam anchor ear girder steel template system | |
CN107984610B (en) | A kind of prestressing force small box girder production method | |
CN209533783U (en) | A kind of deformed bar tensioning tooling | |
CN205630974U (en) | Pre -tensioning system precast beam pedestal | |
CN109397523A (en) | A kind of deformed bar tensioning tooling and its application method | |
CN207812307U (en) | The construction system of Cable stayed Bridge Main Tower and steel anchor beam | |
CN102251481A (en) | Railway pier layered construction method and construction device | |
CN207392430U (en) | A kind of modular architectural structural | |
CN106284997B (en) | The big punching block construction method for lifting whole of reinforced concrete chimney | |
CN201511439U (en) | System for integrally binding and hoisting box girder steel reinforcement framework | |
CN110158770A (en) | A kind of assembled architecture beam column anchor plate type attachment device and its construction method | |
CN205024584U (en) | Pre -stressed reinforcement's segmentation anchor structure in case roof beam | |
CN109024685A (en) | A kind of mass concrete invert reinforcing steel support system and its construction method | |
KR100841387B1 (en) | Non-support type prestressed form for constructing beam | |
CN110318557B (en) | Prestressed concrete hollow slab reinforcing device and method | |
CN210529735U (en) | Building steel structure platform base | |
CN202247681U (en) | Layered construction device for railway bridge piers | |
CN110154228A (en) | A kind of cast-in-place pre-buried board positioning method of face bracket | |
CN216810955U (en) | Cantilever beam type external climbing frame embedded part connecting structure |
Legal Events
Date | Code | Title | Description |
---|---|---|---|
PB01 | Publication | ||
PB01 | Publication | ||
SE01 | Entry into force of request for substantive examination | ||
SE01 | Entry into force of request for substantive examination |