CN207172365U - Precast T-Beam framework of steel reinforcement installation mold - Google Patents
Precast T-Beam framework of steel reinforcement installation mold Download PDFInfo
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- CN207172365U CN207172365U CN201721003808.0U CN201721003808U CN207172365U CN 207172365 U CN207172365 U CN 207172365U CN 201721003808 U CN201721003808 U CN 201721003808U CN 207172365 U CN207172365 U CN 207172365U
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Abstract
The utility model discloses a kind of Precast T-Beam framework of steel reinforcement installation mold, the installation mold includes web reinforcement tire film frame, wing plate reinforcing bar tire film frame and hanging apparatus, it is labeled with needing the semi-finished product reinforcing bar model of positioning and colligation on the installation mold, the positioning colligation of corresponding semi-finished product reinforcing bar is formed into web reinforcement skeleton and wing plate framework of steel reinforcement using respective mould, wing plate framework of steel reinforcement is then placed on the top of web reinforcement skeleton using hanging apparatus and carries out being spliced to form Precast T-Beam framework of steel reinforcement.Carried out in reinforcing bar process of binding in respective mould, reduce reinforcing bar deviations；In addition, after the completion of colligation, it can check the framework of steel reinforcement of colligation according to the reinforcing bar model and spacing marked on installation mold and can find there is the problem of conflicting with bellows etc. built-in fitting at assembling reinforcement skeleton in time；The installation mold can guarantee that reinforcing bar positioning and the Forming Quality of Precast T-Beam, improve colligation efficiency.
Description
Technical field
Architectural engineering construction technique field is the utility model is related to, especially, is related to a kind of Precast T-Beam framework of steel reinforcement installation
Mould.
Background technology
During traditional Precast T-Beam assembling reinforcement skeleton, typically worker directly carries out colligation, human factor on T beam pedestals
Larger, in addition, the built-in fitting such as bellows requires that positioning precision is high, traditional construction method can cause live reinforcing bar framework of steel reinforcement to pacify
There is deviation in dress and design drawing, the requirement of specification, framework of steel reinforcement can be caused to exist with prestressing force bellows and conflicted；And the later stage adjusts
The built-in fitting such as whole bar spacing or bellows position can expend substantial amounts of manpower etc.；Therefore, traditional Precast T-Beam is in reinforcing bar colligation
During can have the problem of quality and safety, reinforcing bar transverse and longitudinal spacing can be caused uneven, reinforcing bar poor location, can neither be shifted to an earlier date
It was found that whether there is problem according to the installation of design drawing framework of steel reinforcement, bar material can not be saved, work efficiency is relatively low.
Utility model content
The utility model provides a kind of Precast T-Beam framework of steel reinforcement jig, is existed with solving existing T beam steel bar colligations
The technical problem of deviations during construction be present.
The technical solution adopted in the utility model is as follows：
A kind of Precast T-Beam framework of steel reinforcement installation mold, including position colligation for spacing of reinforcement and form the abdomen of Precast T-Beam
The web reinforcement tire film frame of slab tendons skeleton, position colligation for spacing of reinforcement and form the wing plate framework of steel reinforcement of Precast T-Beam
Wing plate reinforcing bar tire film frame and lifted for web reinforcement skeleton and wing plate framework of steel reinforcement and wing plate framework of steel reinforcement is placed on abdomen
Carry out being spliced to form the hanging apparatus of Precast T-Beam framework of steel reinforcement at the top of slab tendons skeleton.
Further, web reinforcement tire film frame includes arranging along the length direction of Precast T-Beam and is used to enter web reinforcement
The web support base and be symmetricly set in web support base both sides for dividing from the both sides of web support base web that row positions
Cloth muscle is positioned and the lateral support of the web of colligation；Length direction of the lateral support of web along Precast T-Beam is placed with multigroup.
Further, length direction of the web support base top along Precast T-Beam is provided with two parallel mat filler strips, base pad
Bar top is interval with multiple spacers for being used to fix web reinforcement；Spacer on two bottom plate filler strips, which corresponds, to be set
Put.
Further, each spacer includes two barrier flaps being disposed adjacent for the web reinforcement that is fixed.
Further, the lateral support of web includes the vertical supporting frame for being arranged on web support base both sides, vertical supporting frame
On be interval with that multiple directions are oppositely arranged in the horizontal direction with by the cross-brace of web distributing reinforcement and web reinforcement colligation
Frame, web reinforcement form web reinforcement skeleton with the colligation of web distributing reinforcement.
Further, wing plate reinforcing bar tire film frame includes setting along Precast T-Beam length direction and being used for wing plate framework of steel reinforcement tying up
The wing plate support base of bundle and it is arranged on two parallel wing plate pads that wing plate support base both sides extend along Precast T-Beam length direction
Bar, wing plate filler strip are provided with multiple locating slots for being used to fix wing plate transverse steel.
Further, wing plate filler strip is to stand vertically the location-plate in wing plate support base both sides, and locating slot is fixed to be arranged on
The upward rectangular channel of position plate upper shed.
Further, hanging apparatus includes being arranged on the buttress of web support base both sides and the triangle purlin above buttress
Frame；English truss includes wind up a beam and two lower-cord beams；Wind up between beam and lower-cord beam and lead between two lower-cord beams
Strut is crossed to fix as one；The two bottom sides of English truss are provided with multiple for lifting web reinforcement skeleton or wing plate framework of steel reinforcement
Suspension hook.
Further, the top of the lateral support of web is movably arranged on the bottom of English truss, for after the completion of colligation,
The lateral support of web is unclamped to lift web reinforcement skeleton.
Further, installation mold also includes the platform for being used to place semi-finished product reinforcing bar for being arranged on installation mold side,
Semi-finished product reinforcing bar corresponding with the reinforcing bar model marked on installation mold is placed in segmentation on platform, in order to which follow-up reinforcing bar is tied up
Prick.
The utility model has the advantages that：
Precast T-Beam framework of steel reinforcement installation mold of the present utility model, the installation mold include web reinforcement tire film frame, wing plate
Reinforcing bar tire film frame and hanging apparatus, are labeled with the installation mold needing to position and the semi-finished product reinforcing bar model of colligation, utilize abdomen
The model marked on slab muscle tire film frame and wing plate reinforcing bar tire film frame, the positioning colligation of corresponding semi-finished product reinforcing bar is formed into web steel
Tendons skeleton and wing plate framework of steel reinforcement, wing plate framework of steel reinforcement is then placed on the top of web reinforcement skeleton simultaneously using hanging apparatus
Spliced, so as to form whole Precast T-Beam framework of steel reinforcement.Carry out, subtract in respective mould in reinforcing bar process of binding
Reinforcing bar deviations are lacked, the adjustment process of bar spacing when the elimination later stage pours；In addition, after the completion of colligation, can be according to peace
The reinforcing bar model and spacing marked on die-filling tool come check the framework of steel reinforcement of colligation and can find in time assembling reinforcement skeleton with
The problem of conflict be present in the built-in fittings such as bellows；Colligation is carried out using installation mold, ensures the reinforcing bar positioning and shaping of Precast T-Beam
Quality, colligation efficiency is improved, has saved working time.
In addition to objects, features and advantages described above, the utility model also has other purposes, feature and excellent
Point.Below with reference to accompanying drawings, the utility model is described in further detail.
Brief description of the drawings
The accompanying drawing for forming the part of the application is used for providing further understanding to of the present utility model, of the present utility model
Schematic description and description is used to explain the utility model, does not form to improper restriction of the present utility model.In accompanying drawing
In：
Fig. 1 is the diagrammatic cross-section of the web reinforcement tire film frame of the utility model preferred embodiment；
Fig. 2 is the side view of the web reinforcement tire film frame of the utility model preferred embodiment；
Fig. 3 is the structural representation of the web support base of the utility model preferred embodiment；
Fig. 4 is the structural representation of the wing plate reinforcing bar tire film frame of the utility model preferred embodiment；
Fig. 5 is Fig. 4 right view.
Drawing reference numeral explanation：
10th, web reinforcement molding bed rack；11st, web support base；111st, bottom plate filler strip；112nd, spacer；12nd, web reinforcement；
13rd, web distributing reinforcement；
20th, wing plate reinforcing bar molding bed rack；21st, wing plate support base；22nd, wing plate filler strip；221st, locating slot；23rd, wing plate indulges muscle；
30th, hanging apparatus；31st, English truss；311st, wind up beam；312nd, lower-cord beam；32nd, suspension hook；33rd, buttress.
Embodiment
It should be noted that in the case where not conflicting, the feature in embodiment and embodiment in the application can phase
Mutually combination.Describe the utility model in detail below with reference to the accompanying drawings and in conjunction with the embodiments.
Reference picture 1, Fig. 2 and Fig. 4 understand that preferred embodiment of the present utility model provides a kind of Precast T-Beam framework of steel reinforcement
Installation mold, the Precast T-Beam framework of steel reinforcement installation mold include：Colligation is positioned for spacing of reinforcement and forms the abdomen of Precast T-Beam
The web reinforcement molding bed rack 10 of slab tendons skeleton, position colligation for spacing of reinforcement and form the wing plate framework of steel reinforcement of Precast T-Beam
Wing plate reinforcing bar molding bed rack 20 and lifted for web reinforcement skeleton and wing plate framework of steel reinforcement, and wing plate framework of steel reinforcement is placed
In the hanging apparatus 30 that web reinforcement skeleton top is spliced.The Precast T-Beam framework of steel reinforcement installation mold of the present embodiment, each
From installation mold in, numbered according to the semi-finished product reinforcing bar that is marked on installation mold, semi-finished product reinforcing bar is marking corresponding to selection
Opening position by web reinforcement skeleton and wing plate tie with reinforcing bar positioning molding, then using hanging apparatus 30 first by web
Framework of steel reinforcement is lifted to Precast T-Beam pedestal, and wing plate framework of steel reinforcement then is hung into the top of web reinforcement skeleton and tied up
Splicing is pricked, so as to complete the installation of whole Precast T-Beam framework of steel reinforcement.Enter in reinforcing bar process of binding in respective mould
OK, reinforcing bar deviations are reduced, the adjustment process of bar spacing when the elimination later stage pours；In addition, after the completion of colligation, can root
Check the framework of steel reinforcement of colligation according to the reinforcing bar model and spacing that are marked on installation mold and can find in time in assembling reinforcement bone
The problem of conflicting be present with built-in fittings such as bellowss in frame；Using installation mold carry out colligation, ensure Precast T-Beam reinforcing bar positioning and
Forming Quality, colligation efficiency is improved, has saved working time.
Preferably, the Precast T-Beam framework of steel reinforcement installation mold also include be arranged on the installation mold side be used for place
The platform of semi-finished product reinforcing bar, on platform segmentation place semi-finished product reinforcing bar corresponding with the reinforcing bar signal marked on installation mold, with
It is easy to follow-up reinforcing bar colligation.In the present embodiment, according to the semi-finished product reinforcing bar model marked on the installation mold and position, from
The reinforcing bar of corresponding model is selected to be positioned and colligation on platform, can be according to being marked on installation mold in addition, after the completion of colligation
Reinforcing bar model and spacing check that the framework of steel reinforcement of colligation whether there is problem.
Reference picture 1 and Fig. 2 understand that web reinforcement molding bed rack 10 includes：Arrange and be used for pair along the length direction of Precast T-Beam
The web support base 11 and the symmetrical both sides of web support base 11 that are laid in that web reinforcement 12 is positioned are used to support from web
Web distributing reinforcement 13 is positioned for the both sides of seat 11 and the lateral support of the web of colligation；The lateral support of web is along Precast T-Beam
Length direction is placed with multigroup.In the present embodiment, the lateral support of web has three groups, is arranged at the both sides of web support base 11.
In other embodiments, it is arranged to multigroup according to the length of Precast T-Beam, to meet beam needs processed.
In the present embodiment, reference picture 3, web support base 11 are the supports being welded by angle steel, channel-section steel and I-steel
Frame, the length direction of the top of web support base 11 along Precast T-Beam are provided with bottom plate filler strip 111, and bottom plate filler strip 111 is is arranged on abdomen
Two parallel angle steel on plate support base 11, multiple spacers 112 for being used to fix web reinforcement 12 are interval with angle steel,
Spacer 112 on adjacent two angle steel, which corresponds, to be set, in order to fixed web reinforcement 12.Specifically, on spacer 112
Reinforcing bar label is labeled with, then the good semi-finished product web reinforcement 12 of colligation is fixed on corresponding spacer 112, you can complete
The positioning of web reinforcement 12.
As shown in figure 1, web reinforcement 12 is into the semi-finished product reinforcing bar consistent with Precast T-Beam web profile by reinforcing bar colligation.
Web reinforcement 12 positioned at two corresponding spacers 112 on bottom plate filler strip 111 through fixing.Web reinforcement 12 is along Precast T-Beam length
Direction is intervally arranged, and is upright on web support base 11, and multiple web reinforcements 12 are parallel to each other.In the present embodiment,
Each spacer 112 is two adjacent barrier flaps being welded on angle steel, with the web reinforcement 12 that is fixed；Barrier flaps are iron
Piece.
The Precast T-Beam framework of steel reinforcement installation mold also includes hanging apparatus 30, and hanging apparatus 30 includes being arranged on web branch
The buttress 33 of support seat 11 both sides and the English truss 31 for being arranged on the top of buttress 33, buttress 33 are arranged on web support base 11
Rear and front end, totally 4.English truss 31 includes wind up a beam 311 and two lower-cord beams 312；Wind up beam 311 and lower-cord beam
Fixed as one between 312 and between two lower-cord beams 312 by hound or singletree.The bottom two of English truss 31
Side is provided with multiple suspension hooks 32 for being used to coordinate with web reinforcement 12, and the suspension hook 32 of the two bottom sides of English truss 31 is symmetrical arranged.Tool
Body, the bottom centre position of English truss 31 is provided with the channel-section steel for being used for fixing suspension hook 32 along Precast T-Beam length direction, and channel-section steel is opened
Mouth downwards, 2 suspension hooks 32 is provided with channel-section steel side by side along Precast T-Beam length direction with 12 corresponding opening position of web reinforcement, so as to
In the handling of follow-up web reinforcement skeleton.In addition, the top of English truss 31 is additionally provided with suspension ring, in order to straddle truck or other
Boom hoisting connects.
The both sides of web support base 11 are additionally provided with to be positioned and the lateral support of the web of colligation to web distributing reinforcement 13, abdomen
The lateral support of plate includes the vertical supporting frame for being used to be formed vertical supporting for being arranged on the both sides of web support base 11, vertical supporting frame
On be provided with being oppositely arranged in the horizontal direction with the cross-brace frame of positioning web distributing reinforcement 13.In the present embodiment, abdomen
Plate distributing reinforcement 13 is individually positioned on cross-brace frame, is tied up in order to which web distributing reinforcement 13 is carried out into positioning with web reinforcement 12
Bundle forms web reinforcement skeleton.
In the present embodiment, web distributing reinforcement 13 is along the semi-finished product reinforcing bar on Precast T-Beam length direction, with web reinforcement
Muscle 12 carries out positioning colligation, forms web reinforcement skeleton.
The lateral support of web is between web support base 11 and buttress 33, the top of the lateral support of web and English truss
31 are flexibly connected, and the bottom of the lateral support of web is connected with land operations.In the present embodiment, vertical supporting top of the trellis is provided with card
Fitting, the bottom of English truss 31 are provided with neck corresponding with shackle member, the bottom of vertical supporting frame and the steel plate positioned at ground
Using threaded connection.In web reinforcement skeleton colligation, the lateral support of web is moved along the length direction of Precast T-Beam, in order to
Colligation to web distributing reinforcement 13.After the completion of web reinforcement skeleton colligation, the lateral support of web departs from English truss 31, with
It is easy to lift web reinforcement skeleton.
Reference picture 4 and Fig. 5, wing plate reinforcing bar molding bed rack 20 include arranging along the length direction of Precast T-Beam and are used for wing plate steel
The wing plate support base 21 of tendons skeleton colligation and be arranged on the both sides of wing plate support base 21 along Precast T-Beam length direction extension two
Parallel wing plate filler strip 22, the top of wing plate filler strip 22 offer multiple locating slots 221 for being used to fix wing plate transverse steel.Two
Locating slot 221 on wing plate filler strip 22, which corresponds, to be set.
In the present embodiment, wing plate support base 21 is the support frame being welded by angle steel, channel-section steel and I-steel.Wing plate branch
The both sides of support seat 21 are provided with wing plate filler strip 22, and wing plate filler strip 22 is to stand vertically the location-plate in the both sides of wing plate support base 21.
The locating slot 221 of multiple opening upwards is interval with location-plate along the length direction of Precast T-Beam.Specifically, location-plate be with
Prefabricated T beam lengths direction identical iron plate；Locating slot 221 is the rectangular channel of opening upwards, facilitates determining for wing plate transverse steel
Position, is labeled with rectangular channel needing to position and the reinforcing bar model of colligation, and during colligation, semi-finished product reinforcing bar, utilizes the wing corresponding to selection
Plate transverse steel coordinates positioning and colligation wing plate distributing reinforcement on wing plate transverse steel with wing plate filler strip 22, so as to complete wing plate horizontal stroke
Positioning colligation to reinforcing bar and wing plate distributing reinforcement, then follow-up wing plate transverse steel and wing plate distributing reinforcement carry out wing plate and indulge muscle 23
Positioning and colligation, finally combination form wing plate framework of steel reinforcement.In other embodiments, according to the shape need of semi-finished product reinforcing bar,
Locating slot 221 can be the other shapes matched with semi-finished product reinforcing bar.Wing plate distributing reinforcement is the steel along Precast T-Beam length direction
Muscle.
After the completion of web reinforcement skeleton and wing plate tie with reinforcing bar, can according to the reinforcing bar model marked in installation mold and
Spacing checks that the framework of steel reinforcement of colligation whether there is problem, such as：It can find that framework of steel reinforcement whether there is with bellows in time
The problems such as conflict, the test mode simple and fast.Then wing plate framework of steel reinforcement is hooked using the suspension hook 32 on English truss 31, with
Complete the lifting of wing plate framework of steel reinforcement.
Web reinforcement skeleton and wing plate framework of steel reinforcement are tied up using web reinforcement molding bed rack 10 and wing plate reinforcing bar molding bed rack 20
Prick and complete, coordinated using the lifting devices such as lifting machine or straddle truck and English truss 31 and web reinforcement skeleton is hoisted to prefabricated T
On beam pedestal, and it is die-filling, then wing plate framework of steel reinforcement is hoisted to the top of web reinforcement skeleton, and splicing colligation is carried out, from
And complete Precast T-Beam framework of steel reinforcement is formed, and carry out subsequent job.
Description more than is it is known that the Precast T-Beam framework of steel reinforcement installation mold of the present embodiment has following beneficial effect
Fruit：Reinforcing bar accurate positioning, the T beam reinforcement cages of standard can be made according to construction drawing and code requirement, can not only be in reinforcing bar
Find that framework of steel reinforcement whether there is the problems such as conflicting with built-in fittings such as bellowss in process of binding, can also find the steel of colligation in advance
The problem of muscle size shape etc. is present；In addition, also colligation can be detected by the reinforcing bar model and spacing of installation mold mark
Framework of steel reinforcement whether there is problem；After completing tie with reinforcing bar on tire film frame, the predetermined area is hoisted to using hanging apparatus
Afterwards, it is not necessary to follow-up adjustment can be die-filling, and whole process flow is efficient and convenient, and efficiency of construction is high, so as to improve production efficiency,
Working time is saved.
Preferred embodiment of the present utility model is the foregoing is only, is not limited to the utility model, for this
For the technical staff in field, the utility model can have various modifications and variations.It is all in the spirit and principles of the utility model
Within, any modification, equivalent substitution and improvements made etc., it should be included within the scope of protection of the utility model.
Claims (10)
- A kind of 1. Precast T-Beam framework of steel reinforcement installation mold, it is characterised in thatIncluding for spacing of reinforcement position colligation and formed the web reinforcement skeleton of Precast T-Beam web reinforcement tire film frame (10), Colligation is positioned for spacing of reinforcement and forms the wing plate reinforcing bar tire film frame (20) of the wing plate framework of steel reinforcement of Precast T-Beam and for institute State web reinforcement skeleton and the wing plate framework of steel reinforcement lifts and the wing plate framework of steel reinforcement is placed on into the web reinforcement bone Carry out being spliced to form the hanging apparatus (30) of the Precast T-Beam framework of steel reinforcement at the top of frame.
- 2. Precast T-Beam framework of steel reinforcement installation mold according to claim 1, it is characterised in thatThe web reinforcement tire film frame (10) includes arranging and be used for carry out web reinforcement (12) along the length direction of Precast T-Beam The web support base (11) of positioning and it is symmetricly set in web support base (11) both sides and is used for from the web support base (11) web distributing reinforcement (13) is positioned for both sides and the lateral support of the web of colligation；The lateral support of web is along prefabricated The length direction of T beams is placed with multigroup.
- 3. Precast T-Beam framework of steel reinforcement installation mold according to claim 2, it is characterised in thatLength direction of web support base (11) top along Precast T-Beam is provided with two parallel mat filler strips (111), the bottom Plate filler strip (111) top is interval with multiple spacers (112) for being used to fix the web reinforcement (12)；The spacer (112) on two bottom plate filler strips (111), which corresponds, to be set.
- 4. Precast T-Beam framework of steel reinforcement installation mold according to claim 3, it is characterised in thatEach spacer (112) includes two barrier flaps being disposed adjacent for the web reinforcement (12) that are fixed.
- 5. Precast T-Beam framework of steel reinforcement installation mold according to claim 2, it is characterised in thatThe lateral support of web includes the vertical supporting frame for being arranged on web support base (11) both sides, the vertical supporting Be interval with that multiple directions are oppositely arranged on frame in the horizontal direction with by the web distributing reinforcement (13) and the web reinforcement (12) the cross-brace frame of colligation, the web reinforcement (12) form the web reinforcement with web distributing reinforcement (13) colligation Skeleton.
- 6. Precast T-Beam framework of steel reinforcement installation mold according to claim 1, it is characterised in thatThe wing plate reinforcing bar tire film frame (20) includes setting along Precast T-Beam length direction and being used for the wing of wing plate tie with reinforcing bar Plate support base (21) and be arranged on that wing plate support base (21) both sides extend along Precast T-Beam length direction two are parallel Wing plate filler strip (22),The wing plate filler strip (22) is provided with multiple locating slots (221) for being used to fix wing plate transverse steel.
- 7. Precast T-Beam framework of steel reinforcement installation mold according to claim 6, it is characterised in thatThe wing plate filler strip (22) is to stand vertically the location-plate in wing plate support base (21) both sides, the locating slot (221) it is to be arranged on the upward rectangular channel of the location-plate upper shed.
- 8. Precast T-Beam framework of steel reinforcement installation mold according to claim 2, it is characterised in thatThe hanging apparatus (30) includes being arranged on the buttress (33) of web support base (11) both sides and positioned at the buttress (33) English truss (31) above；The English truss includes a beam that winds up (311) and two lower-cord beams (312)；It is described Wind up between beam (311) and the lower-cord beam (312) and it is affixed by strut between two lower-cord beams (312) be one Body；The two bottom sides of the English truss (31) are provided with multiple for lifting the web reinforcement skeleton or the wing plate reinforcing bar The suspension hook (32) of skeleton.
- 9. Precast T-Beam framework of steel reinforcement installation mold according to claim 8, it is characterised in thatThe top of the lateral support of web is movably arranged on the bottom of the English truss (31), for after the completion of colligation, The lateral support of the web is unclamped to lift the web reinforcement skeleton.
- 10. Precast T-Beam framework of steel reinforcement installation mold according to claim 1, it is characterised in thatThe installation mold also includes the platform for being used to place semi-finished product reinforcing bar for being arranged on the installation mold side, described flat Semi-finished product reinforcing bar corresponding with the reinforcing bar model marked on the installation mold is placed in segmentation on platform, in order to which follow-up reinforcing bar is tied up Prick.
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| Application Number | Priority Date | Filing Date | Title |
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| CN201721003808.0U CN207172365U (en) | 2017-08-11 | 2017-08-11 | Precast T-Beam framework of steel reinforcement installation mold |
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| CN201721003808.0U CN207172365U (en) | 2017-08-11 | 2017-08-11 | Precast T-Beam framework of steel reinforcement installation mold |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108843024A (en) * | 2018-06-29 | 2018-11-20 | 甘肃顺达路桥建设有限公司 | The construction method of the pre- tensioning binding of prefabricated small box girder framework of steel reinforcement genesis analysis muscle |
-
2017
- 2017-08-11 CN CN201721003808.0U patent/CN207172365U/en active Active
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108843024A (en) * | 2018-06-29 | 2018-11-20 | 甘肃顺达路桥建设有限公司 | The construction method of the pre- tensioning binding of prefabricated small box girder framework of steel reinforcement genesis analysis muscle |
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