CN206328774U - Reinforcing bar posture erecting device - Google Patents
Reinforcing bar posture erecting device Download PDFInfo
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- CN206328774U CN206328774U CN201621129665.3U CN201621129665U CN206328774U CN 206328774 U CN206328774 U CN 206328774U CN 201621129665 U CN201621129665 U CN 201621129665U CN 206328774 U CN206328774 U CN 206328774U
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Abstract
The utility model discloses a kind of reinforcing bar posture erecting device, belong to the realm of building construction.The erecting device, including some horizontal longitudinal reinforcements and some horizontal location reinforcing bars.Wherein, in one end implantation wall of the horizontal longitudinal reinforcement, other end horizontal suspended is in outside the wall；The horizontal location reinforcing bar is fixedly connected with the horizontal longitudinal reinforcement, and the horizontal location reinforcing bar is in the same plane；The horizontal longitudinal reinforcement constitutes framework of steel reinforcement with the horizontal location reinforcing bar, and the first template is fixedly connected on the framework of steel reinforcement.The technical scheme that the utility model is provided, is embedded in framework of steel reinforcement by setting framework of steel reinforcement, and by template, the construction difficult problem of narrow and small cavity formwork, and easy construction is solved well.
Description
Technical field
The utility model is related to a kind of reinforcing bar posture erecting device, belongs to the realm of building construction.
Background technology
Diaphram wall rigidity is big, it is small to deform, in construction, building enclosure frequently as the excavation of foundation pit stage and uses rank
The basement structure outer wall of section, namely what is often called basement " unification of two walls ".However, in the presence of water pressure, diaphram wall
Be likely to occur infiltration phenomenon, accordingly, it would be desirable to set inwall on the inside of diaphram wall, using diaphram wall and inwall it
Between cavity be used as drainage channel.
However, in the case where inwall and diaphram wall gap are too small, the template that inwall is located at cavity side is difficult
To install, construction requirement can not be met with conventional formwork erection device.
Utility model content
The technical barrier of difficulty is installed for small space situation lower liner wall form, the utility model provides a kind of steel
Muscles and bones posture erecting device and its construction method, are implanted into horizontal longitudinal reinforcement, and weld horizontal positioning steel on diaphram wall
Muscle constitutes framework of steel reinforcement, and template is embedded in framework of steel reinforcement, and the difficult technical barrier of narrow and small cavity formwork is solved well, and
Simple in construction, easy construction.
To solve above technical problem, the utility model includes following technical scheme：
A kind of reinforcing bar posture erecting device, including,
In some horizontal longitudinal reinforcements, the wall of one end implantation diaphram wall of the horizontal longitudinal reinforcement, the other end
Horizontal suspended is in outside the wall of the diaphram wall；And
Some horizontal location reinforcing bars, the horizontal location reinforcing bar is vertically arranged and the company of fixation with the horizontal longitudinal reinforcement
Connect, the horizontal location reinforcing bar is located on same perpendicular；
Wherein, the horizontal longitudinal reinforcement constitutes framework of steel reinforcement with the horizontal location reinforcing bar, and the first template is fixedly connected
On the framework of steel reinforcement.
Preferably, the structure of first template comprises at least following one：
A1. first template is spliced by some modular units one, and the width of the modular unit one is more than adjacent
At least provided with two placing of reinforcement holes on the center spacing of horizontal longitudinal reinforcement described in two rows, the modular unit one；The template list
The length of member one is more than on the center spacing of the adjacent two row horizontal longitudinal reinforcements, the modular unit one at least provided with two row
Reinforced hole；The center spacing of the reinforced hole is equal to the center spacing of the horizontal longitudinal reinforcement, and the modular unit one is by institute
State the multiple horizontal longitudinal reinforcement supports stretched out in reinforced hole to fix, close split between the two neighboring modular unit one；
A2. first template is formed by some modular units two and piece template splicing, the width of the modular unit two
Degree is equal to the clear spacing of horizontal longitudinal reinforcement described in adjacent two row, and the length of the modular unit two is more than the adjacent two row water
The center spacing of flat longitudinal reinforcement, the modular unit two is embedded between horizontal longitudinal reinforcement described in adjacent two row, up and down two
Edge joint position between modular unit two described in block is provided with the piece template for closing gap between adjacent forms unit two, institute
State piece template to be fixedly connected with the neighbouring modular unit two, be provided with reinforced hole in the piece template, institute
The center spacing for stating reinforced hole is equal to the center spacing of the horizontal longitudinal reinforcement.
Preferably, between the modular unit and the framework of steel reinforcement, also including following at least one of fixed form：
B1. flitch is provided between first template and the horizontal location reinforcing bar, the flitch is vertical and is fixed on
On the horizontal location reinforcing bar, the modular unit is fixedly connected with the flitch；
B2. first template is fixed on the horizontal location reinforcing bar by some U-shaped card fasteners, the U-shaped buckle
Part, including a fixing end and two free ends, the fixing end are fixedly connected with first template, two free ends
Inner side be oppositely arranged a pair of projections, the U-shaped card fastener is fixed in the level by hoop on the inside of the projection and fixing end
On the reinforcing bar of position；
B3. first template is fixed by the bar dowel being welded on the horizontal longitudinal reinforcement.
Preferably, the reinforced hole is ellipse, and the oval major axis is parallel to the horizontal location reinforcing bar.
Preferably, on the horizontal location reinforcing bar, it is close to first template, setting prevents concrete slurry from described
The leakage-preventing gasket of reinforced hole outflow.
Further, it is arranged with the second template in parallel with first template, second template is fixed by supporting row frame.
Preferably, the horizontal longitudinal reinforcement welds Screw arbor with nut at both-ends along along extending direction, and the Screw arbor with nut at both-ends is described in
Second template, is fixed on steel pipe by nut and Screw arbor with nut at both-ends fastener and encloses on purlin.
Preferably, between first template and second template the horizontal longitudinal reinforcement or described pair of drawing
Seal ring is set on screw rod.
The utility model is allowed to compared with prior art, have the following advantages that and accumulate due to using above technical scheme
Pole effect：By setting the framework of steel reinforcement being made up of horizontal longitudinal reinforcement, horizontal location reinforcing bar, the first template of inwall can be with
Easily it is fixed on framework of steel reinforcement, formwork erection in narrow and small cavity is solved between diaphram wall and inwall well difficult
Topic, and the first template good fixing effect, can bear the larger lateral pressure of concrete generation, and easy construction, Stability Analysis of Structures.
Brief description of the drawings
The structural representation for the reinforcing bar posture erecting device that Fig. 1 provides for the embodiment of the utility model one；
Fig. 2 is the enlarged drawing in G regions in Fig. 1；
The framework of steel reinforcement structural representation that Fig. 3 provides for the embodiment of the utility model one；
A kind of modular unit structural representation that Fig. 4 provides for the embodiment of the utility model one；
Fig. 4 a are the splicing schematic diagram of the modular unit one shown in Fig. 4；
A kind of fastener structural representation that Fig. 4 b provide for the embodiment of the utility model one；
Modular unit two and piece formwork structure schematic diagram that Fig. 5 provides for the embodiment of the utility model one；
The construction process block diagram for the reinforcing bar posture erecting device that Fig. 6 provides for another embodiment of the utility model.
Label is as follows in figure：
Diaphram wall 100；Basement bottom board 110；Basement roof 120；Framework of steel reinforcement 200；Horizontal longitudinal reinforcement
210；Horizontal location reinforcing bar 220；Perpendicular positioning reinforcing bar 230；Flitch 240；Screw arbor with nut at both-ends 250；Nut 251；Screw arbor with nut at both-ends is fastened
Part 252；Seal ring 260；First template 310；Modular unit 1；Modular unit 2 312；Piece template 313；Reinforced hole
311a、313a；U-shaped card fastener 314, fixing end 314a, free end 314b, projection 314c；Second template 320；Supporting row frame
400；Steel pipe encloses purlin 410.
Embodiment
Make further below in conjunction with the reinforcing bar posture erecting device that the drawings and specific embodiments are provided the utility model
Describe in detail.With reference to following explanation and claims, advantages and features of the present utility model will become apparent from.It should be noted that,
Accompanying drawing is using very simplified form and uses non-accurately ratio, only to it is convenient, lucidly aid in illustrating this practicality
The purpose of new embodiment.
Refer to Fig. 1 and Fig. 2, the reinforcing bar posture erecting device that wherein Fig. 1 is provided by the embodiment of the utility model one
Structural representation, Fig. 2 be Fig. 1 in G regions enlarged drawing.Below in conjunction with Fig. 1 and Fig. 2 main points of the present utility model are done into
One step explanation.
Diaphram wall 100, as foundation pit enclosure structure, in exterior wall of the service stage as basement, is in the construction stage
The problem of effective lower diaphram wall 100 of solution groundwater pressure effect seeps water, it is necessary in the inner side of diaphram wall 100,
Inwall is built between room base plate 110 and basement roof 120 located underground, using between inwall and diaphram wall 100
Cavity be used as drainage channel.Because drainage channel is narrow, conventional formwork erection mode is not applied to, main mesh of the present utility model simultaneously
Be exactly to solve branch modulus problem of the inwall in small space side.
As depicted in figs. 1 and 2, some levels arranged in the side implantation of diaphram wall 100 in regular array formula are indulged
To reinforcing bar 210, grid fulcrum is formed.Some horizontal location reinforcing bars 220 of vertical welding on horizontal longitudinal reinforcement 210, level is fixed
Position reinforcing bar 220 is arranged on same vertical facade, and the vertical facade is spaced a distance with diaphram wall 100, logical as draining
Road.Some horizontal longitudinal reinforcements 210 and horizontal location reinforcing bar 220 constitute constitutionally stable framework of steel reinforcement 200, the first of inwall
Template 310 is fixed on framework of steel reinforcement 200.In the present embodiment, by setting framework of steel reinforcement 200 as the first template 310
Supporter, solves between diaphram wall 100 and inwall formwork erection problem, template fixed effect in narrow and small cavity well
It is good, the larger lateral pressure of concrete generation, and easy construction, Stability Analysis of Structures can be born.
Fig. 3 illustrates a kind of schematic diagram of framework of steel reinforcement.In figure, horizontal longitudinal reinforcement 210 is arranged in array, and adjacent two
Row, the two horizontal longitudinal reinforcements 210 of row center spacing it is equal.Center spacing, refers to the center of reinforcing bar into another reinforcing bar
L1 is the center spacing for representing two row adjacent level longitudinal reinforcements 210 in the distance of the heart, such as figure；L2 is to represent two row adjacent levels
The clear spacing of longitudinal reinforcement 210.Reinforcing steel bar center spacing is chosen as 450mm, horizontal longitudinal reinforcement 210 and horizontal location steel in construction
Muscle 220 selects a diameter of 12mm reinforcing bar.It is preferred embodiment also to include perpendicular positioning in the framework of steel reinforcement 200
Reinforcing bar 230, perpendicular positioning reinforcing bar 230 is welded on the infall of horizontal location reinforcing bar 220 and horizontal longitudinal reinforcement 210, the structure
The framework of steel reinforcement of form has more preferable stability.To reduce amount of reinforcement, cost is reduced, it is vertical fixed to be substituted with flitch
Position reinforcing bar 230, with iron wire by flitch colligation in horizontal longitudinal reinforcement 210 and the weld of horizontal location reinforcing bar 220, then by the
One template 310 is followed closely on flitch with nail.
Fig. 4 illustrates the structural representation of modular unit 1 of the first template 310, and Fig. 4 a illustrate modular unit 1
Splicing schematic diagram.As shown in Fig. 4 and Fig. 4 a, the first template 310 is spliced by some modular units 1, modular unit
Be provided with reinforced hole 311a on one 311, the diameter of the distance between reinforced hole 311a and reinforced hole with horizontal longitudinal reinforcement 210
It is supporting to set, at least two rows, the horizontal longitudinal reinforcement 210 of at least two row row are set on modular unit 1.As an example, template
The size of unit 1 is 900mm × 1800mm, sets 2 rows 4 to arrange totally 8 reinforced hole 311a, adjacent two row or two row reinforcing bar
Centre distance between the 311a of hole is 450mm, the horizontal a diameter of 12mm of longitudinal reinforcement, then reinforced hole 311a diameter can be
16mm, the vertical range on center to the template side of reinforced hole is 225mm.Horizontal longitudinal reinforcement 210 passes through modular unit 1
On reinforced hole 311a, modular unit 1 is embedded on framework of steel reinforcement 200, polylith modular unit 1 closely splicing exist
The first template 310 is constituted together.Modular unit 1 is embedded on framework of steel reinforcement 200, modular unit 1 is in level longitudinal direction
Under the support of reinforcing bar 210 and horizontal location reinforcing bar 220, the collective effect of side-friction are fixed on framework of steel reinforcement 200.In order to
Modular unit 1 is preferably fixed on framework of steel reinforcement 200, following measure can be taken：
Measure one：As shown in fig. 4 a, between horizontal location reinforcing bar 220 and modular unit 1, flitch 240 is set.Wood
Side 240 is fixed on framework of steel reinforcement 200 with iron wire, and modular unit 1 then is fixed on into flitch 240 with iron nail or screw
On.
Measure two：As shown in Figure 4 b, some U-shaped card fasteners 314 are set in first template 310, the U-shaped card fastener 314,
Including a fixing end 314a and two free end 314b, fixing end 314a is fixedly connected with the first template, two free ends
A pair of projection 314c are oppositely arranged on the inside of 314b, the hoop of U-shaped card fastener 314 is on horizontal location reinforcing bar 220.
Measure three：The side of modular unit 1 abuts horizontal location reinforcing bar 220, and opposite side is by being welded on level longitudinal direction
Bar dowel waste material on reinforcing bar 210 is fixed, or the first template 310 both sides by being welded on horizontal longitudinal reinforcement
Bar dowel on 210 is fixed.
Fig. 5 illustrates another structural representation of the first template 310, and the first template 310 is by some modular units 2 312
It is spliced with piece template 313.Wherein, the width of modular unit 2 312 is approximately equal to the longitudinal steel of the adjacent level of adjacent two row
Between the clear spacing of muscle 210, the adjacent horizontal longitudinal reinforcement 210 of the insertion two rows of modular unit 2 312, neighbouring two
Splicing seams are left between block modular unit 2 312, and is provided with piece template 313, piece template 313 and is provided with edge joint position
Reinforced hole 313a, reinforced hole 313a center spacing are consistent with the center spacing of horizontal longitudinal reinforcement 210.Then by piece template
313 and modular unit 2 312 be fixed together, formed the first template 310.As an example, adjacent two row of horizontal longitudinal reinforcement 210
Centre distance is 450mm, and bar diameter is 12mm, then the clear spacing between reinforcing bar is 438mm, the size of modular unit 2 312
438mm × 1800mm is chosen as, modular unit 2 312 is directly clamped among between the horizontal longitudinal reinforcement 210 of two rows；Up and down two
12mm splicing seams are left between block modular unit 2 312, at splicing seams set size be 40mm × 900mm or 40mm ×
The reinforced hole that 450mm is correspondingly arranged 2 or 4 a diameter of 16mm is spaced in 1800mm piece template 313, piece template 313
313a.The modular unit 2 312 of this structure type is directly caught between adjacent two row of horizontal longitudinal reinforcement 210, easy for installation；
The size of piece template 313 is smaller, waste and old template cutting can be used to form, refuse reclamation can be achieved, and be easier to be fixed on
On horizontal longitudinal reinforcement 210.In order that the first template 310 being made up of modular unit 2 312, piece template 313, preferably solid
It is scheduled on framework of steel reinforcement 200, can also takes three kinds of above-mentioned measures, will not be described here.
Wherein, modular unit 1, reinforced hole 311a, 313a are respectively arranged with piece template 313, in order to prevent mixing
Solidifying soil paste liquid overflows from reinforced hole 311a, 313a, can be in modular unit 1, piece template 313 away from horizontal location reinforcing bar
220 sides, being close to reinforced hole 311a, 313a setting prevents the leakage-preventing gasket of concrete spillage.In addition, modular unit for convenience
One 311, the splicing operation of splice template 313, reinforced hole 311a, 313a are chosen as ellipse, and the oval major axis is parallel to water
Flat spacer bar 220.Modular unit 1, the right position of piece template 313 can be so finely adjusted, then fixed again.
As depicted in figs. 1 and 2, the template of inwall both sides is respectively the first template 310 and the second template 320.Second mould
Plate 320 be arranged in parallel with the first template 310, and is fixed by supporting row frame 400, and supporting row frame 400 is by crisscross steel pipe
Build.It is preferred embodiment that Screw arbor with nut at both-ends 250 is welded along along extending direction in horizontal longitudinal reinforcement 210, to drawing spiral shell
Bar 250 passes through the second template 320, and Screw arbor with nut at both-ends 250 is fixed on into support row by nut 251 and Screw arbor with nut at both-ends fastener 252
Steel pipe on frame 400 is enclosed on purlin 410.Screw arbor with nut at both-ends 250 is set, coagulation earth lateral pressure can be converted into Screw arbor with nut at both-ends 250
Pulling force, reduction acts on the lateral pressure of supporting row frame 400, therefore, can reduce the steel pipe consumption of supporting row frame 400, also simultaneously
Improve efficiency of construction.
Wherein, in order to avoid during basement use percolate penetrated into along horizontal longitudinal reinforcement 210, Screw arbor with nut at both-ends 250
Basement, is set on the horizontal longitudinal reinforcement 210 or Screw arbor with nut at both-ends 250 between the first template 310 and the second template 320
Seal ring 260, seal ring 260 is chosen as resilient rubbber cushion.
The utility model additionally provides a kind of construction method of reinforcing bar posture erecting device, referring to Fig. 6, and combines Fig. 1
Shown in Fig. 6, this method comprises the following steps：
S1. some horizontal longitudinal reinforcements 210 are implanted on the diaphram wall 100 built, grid fulcrum is formed.Level
Longitudinal reinforcement 210 is in the array arrangement of rule, and preferably level interval is equal to longitudinal pitch.
S2. perpendicular to horizontal longitudinal reinforcement 210, some horizontal location reinforcing bars 220 are welded, horizontal location reinforcing bar 220 is in
In same perpendicular, horizontal longitudinal reinforcement 210 and horizontal location reinforcing bar 220 form latticed framework of steel reinforcement 200.In order to increase
Plus the stability of framework of steel reinforcement 200, it can also weld perpendicular positioning reinforcing bar 230 on the framework of steel reinforcement 200 or be tied up with iron wire
The flitch 240 of bundle, the framework of steel reinforcement of the structure type has more preferable stability.
S3. by being arranged in the first template 310 reinforced hole 311a, 313a, the first template 310 is embedded in reinforcing bar
On the corresponding grid of frame 200.When first template 310 is made up of modular unit 1, directly by the steel on modular unit 1
The corresponding horizontal longitudinal reinforcement 210 of muscle hole 311a correspondences, makes modular unit 1 be embedded on framework of steel reinforcement 200.First template
310 modular unit 2 312 and piece template 313 when being made up of, and its operating procedure is：Modular unit 2 312 is first caught in reinforcing bar
In skeleton 200, then piece template 313 is embedded on horizontal longitudinal reinforcement 210, then with iron nail or screw by modular unit two
312nd, piece template 313 is fixed together.
By step S1, S2, S3, realize the first template of inwall 310 and fix, solve inwall side small space
It is difficult to the construction difficult problem of formwork, and the step operation is simple, easy construction.
In order to which preferably the first template 310 is fixed on framework of steel reinforcement 200, also at least comprise the following steps in step S3
One of：S3-11. with horizontal location reinforcing bar 220, horizontal longitudinal reinforcement 220 vertical direction, setting flitch 240, using nail
First template 310 is fixed on flitch 240；S3-12., some U-shaped card fasteners 314 are set in the first template 310, by first
Template is buckled on horizontal location reinforcing bar 220 by U-shaped card fastener 314；S3-13. the welding on horizontal longitudinal reinforcement 210 is short
Reinforcing bar, fixes the first template 310.
Further, fix and finish in the first template 310, also comprise the following steps：In the extension side of horizontal longitudinal reinforcement 210
Screw arbor with nut at both-ends 250 is welded upwards；Then the reinforcing bar of colligation inwall；Then the second template 320 is fixed with supporting row frame 400, it is right
Draw screw rod 250 to pass through the second template 320, Screw arbor with nut at both-ends 250 is fixed on by branch by nut 251 and Screw arbor with nut at both-ends fastener 252
Steel pipe on support framed bent 400 is enclosed on purlin 410.This completes the support work of the side template of inwall two, liner can be poured
The concrete of wall, after concrete reaches some strength, removes the second template 320, supporting row frame 400.
Foregoing description is only the description to the utility model preferred embodiment, not to any limit of the utility model scope
Fixed, any change that the those of ordinary skill in the utility model field does according to the disclosure above content, modification belong to right and wanted
Seek the protection domain of book.
Claims (8)
1. a kind of reinforcing bar posture erecting device, it is characterised in that including,
In some horizontal longitudinal reinforcements, the wall of one end implantation diaphram wall of the horizontal longitudinal reinforcement, other end level
Outside the wall for being suspended in the diaphram wall；And
Some horizontal location reinforcing bars, the horizontal location reinforcing bar is vertically arranged and is fixedly connected with the horizontal longitudinal reinforcement, institute
Horizontal location reinforcing bar is stated on same perpendicular；
Wherein, the horizontal longitudinal reinforcement constitutes framework of steel reinforcement with the horizontal location reinforcing bar, and the first template is fixedly connected on institute
State on framework of steel reinforcement.
2. reinforcing bar posture erecting device as claimed in claim 1, it is characterised in that the structure of first template is at least wrapped
Containing following one：
A1. first template is spliced by some modular units one, and the width of the modular unit one is more than adjacent two row
At least provided with two placing of reinforcement holes on the center spacing of the horizontal longitudinal reinforcement, the modular unit one；The modular unit one
Length be more than on the center spacing of the adjacent two row horizontal longitudinal reinforcements, the modular unit one at least provided with two row reinforcing bars
Hole；The center spacing of the reinforced hole is equal to the center spacing of the horizontal longitudinal reinforcement, and the modular unit one is by the steel
The multiple horizontal longitudinal reinforcement supports stretched out in muscle hole are fixed, close split between the two neighboring modular unit one；
A2. first template is formed by some modular units two and piece template splicing, width of the modular unit two etc.
In the clear spacing of horizontal longitudinal reinforcement described in adjacent two row, the length of the modular unit two is more than the adjacent two row levels and indulged
To the center spacing of reinforcing bar, the modular unit two is embedded between horizontal longitudinal reinforcement described in adjacent two row, in two pieces of institutes up and down
State the edge joint position between modular unit two and be provided with piece template for closing gap between adjacent forms unit two, the spelling
Slit die plate is fixedly connected with the neighbouring modular unit two, and reinforced hole, the steel are provided with the piece template
The center spacing in muscle hole is equal to the center spacing of the horizontal longitudinal reinforcement.
3. reinforcing bar posture erecting device as claimed in claim 2, it is characterised in that the modular unit and the reinforcing bar
Between frame, also including following at least one of fixed form：
B1. flitch is provided between first template and the horizontal location reinforcing bar, the flitch is vertical and is fixed on described
On horizontal location reinforcing bar, the modular unit is fixedly connected with the flitch；
B2. first template is fixed on the horizontal location reinforcing bar by some U-shaped card fasteners, the U-shaped card fastener, bag
Include a fixing end and two free ends, the fixing end is fixedly connected with first template, two free ends it is interior
Side is oppositely arranged a pair of projections, and the U-shaped card fastener is by hoop on the inside of the projection and fixing end in the horizontal location steel
On muscle；
B3. first template is fixed by the bar dowel being welded on the horizontal longitudinal reinforcement.
4. reinforcing bar posture erecting device as claimed in claim 2 or claim 3, it is characterised in that the reinforced hole is ellipse, institute
The major axis of ellipse is stated parallel to the horizontal location reinforcing bar.
5. reinforcing bar posture erecting device as claimed in claim 2 or claim 3, it is characterised in that on the horizontal location reinforcing bar,
It is close to first template, the leakage-preventing gasket for preventing that concrete slurry from flowing out from the reinforced hole is set.
6. the reinforcing bar posture erecting device as described in any one of claims 1 to 3, it is characterised in that with first template
It is arranged with the second template in parallel, second template is fixed by supporting row frame.
7. reinforcing bar posture erecting device as claimed in claim 6, it is characterised in that the horizontal longitudinal reinforcement edge extension side
Screw arbor with nut at both-ends is welded upwards, and the Screw arbor with nut at both-ends passes through second template, is fixed on by nut and Screw arbor with nut at both-ends fastener
Steel pipe is enclosed on purlin.
8. reinforcing bar posture erecting device as claimed in claim 7, it is characterised in that positioned at first template and described
Seal ring is set on the horizontal longitudinal reinforcement or the Screw arbor with nut at both-ends between two templates.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201621129665.3U CN206328774U (en) | 2016-10-17 | 2016-10-17 | Reinforcing bar posture erecting device |
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201621129665.3U CN206328774U (en) | 2016-10-17 | 2016-10-17 | Reinforcing bar posture erecting device |
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| CN206328774U true CN206328774U (en) | 2017-07-14 |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106522273A (en) * | 2016-10-17 | 2017-03-22 | 上海建工建集团有限公司 | Reinforcement cage type form erecting device and construction method thereof |
-
2016
- 2016-10-17 CN CN201621129665.3U patent/CN206328774U/en active Active
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106522273A (en) * | 2016-10-17 | 2017-03-22 | 上海建工建集团有限公司 | Reinforcement cage type form erecting device and construction method thereof |
| CN106522273B (en) * | 2016-10-17 | 2019-02-05 | 上海建工一建集团有限公司 | Reinforcing bar posture erecting device and its construction method |
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