CN209429552U - A kind of vertical type concrete member steel bar cage mould - Google Patents
A kind of vertical type concrete member steel bar cage mould Download PDFInfo
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- CN209429552U CN209429552U CN201822163026.4U CN201822163026U CN209429552U CN 209429552 U CN209429552 U CN 209429552U CN 201822163026 U CN201822163026 U CN 201822163026U CN 209429552 U CN209429552 U CN 209429552U
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Abstract
A kind of vertical type concrete member steel bar cage mould, including the first support unit, the second support unit, third support unit and the 4th support unit, first support unit is oppositely arranged with third support unit, second support unit is oppositely arranged with the 4th support unit, and first support unit, the second support unit, third support unit and the 4th support unit are located on octagonal four opposite sides.This fixture for reinforcement cages efficiently avoids the shortcomings that artificial dipstick metering scribing line positioning, and make reinforcing bar puts realization modularization, it is ensured that the distance between reinforcing bar it is accurate; improve the qualification rate of cover to reinforcement; meanwhile standardized work is realized, effectively improve working efficiency.
Description
Technical field
The utility model belongs to concrete member steel bar cage technical field, and in particular to a kind of vertical type concrete component steel
Muscle cage mould.
Background technique
Currently, most common concrete member steel bar cage binding work is oblique by binding auxiliary all in template or bed die
The steel reinforcement cages such as support, positioning bar, bearing rod, stirrup muscle bind auxiliary tool (auxiliary diagonal brace, positioning bar, bearing rod, stirrup muscle etc. with
Lower abbreviation steel reinforcement cage binds auxiliary tool), since steel reinforcement cage bottom, the reinforcing bar of various models is bound upwards in turn, until steel
The binding of muscle cage forms, and in such steel reinforcement cage improving bud grafting, steel reinforcement cage binding auxiliary tool is all disposable, one steel of every binding
Muscle cage will install a steel reinforcement cage binding auxiliary tool, waste material, bind low efficiency.
In addition, it is this using in steel reinforcement cage binding auxiliary tool work progress, low efficiency is not only bound, but also bind quality
It is not high.Such as bar spacing is drawn lines by dipstick metering and is positioned, due to human error etc., bar spacing is difficult to accomplish per adjacent two steel
Muscle spacing is all impartial；By hanging vertical line setting-out positioning main reinforcement, thickness of protection tier is controlled with this, due to human error etc.,
The thickness of protection tier numerical value measured can be big and small, causes reinforcing bar protection qualification rate low；The height of steel reinforcement cage, width, wall
Plate thickness is also due to error occurs in artificial origin.Can not batch production, standardization, continuous continuous productive process, inefficient.Due to mould
Plate restricts, factor of auxiliary material, and worker's operating environment is poor.
Therefore existing steel reinforcement cage binding form of construction work and technology are relatively inaccessible to concrete member steel bar cage high quality, efficiently
The requirement of rate.
Utility model content
Utility model aims to solve above-mentioned problems existing in the prior art, provide a kind of vertical type concrete
The shortcomings that member reinforcing steel bar cage mould, this fixture for reinforcement cages efficiently avoids artificial dipstick metering scribing line positioning, make putting for reinforcing bar
Realize modularization, it is ensured that the distance between reinforcing bar it is accurate, improve the qualification rate of cover to reinforcement, meanwhile, realize mark
Standard is turned into industry, effectively improves working efficiency.
The utility model is achieved through the following technical solutions:
A kind of vertical type concrete member steel bar cage mould, including the support of the first support unit, the second support unit, third
Unit and the 4th support unit, first support unit are oppositely arranged with third support unit, second support unit with
4th support unit is oppositely arranged, first support unit, the second support unit, third support unit and the 4th support unit
Support is formed to four sides of vertical type concrete component respectively.This fixture for reinforcement cages efficiently avoids artificial dipstick metering scribing line
The shortcomings that positioning, make reinforcing bar puts realization modularization, it is ensured that the distance between reinforcing bar it is accurate, improve cover to reinforcement
Qualification rate, meanwhile, realize standardized work, effectively improve working efficiency.
First support unit, the second support unit and the 4th support unit include four support columns, the support
Column is distributed in polygon, and the support column is oppositely arranged on the length direction of polygon.By support column rectangular arrangement, meet steel
Muscle construction requirement is capable of forming and effectively supports to reinforcing bar, improves support strength.Quadrangle described herein includes square
Shape is trapezoidal.
The third support unit includes six roots of sensation support column, and the support column is towards identical.Third support unit is set in the same direction
It sets, reinforcing bar can be made because ground uses, improve the binding efficiency of reinforcing bar.
It is equipped between the support column of the third support unit and reinforces column.Column, energy are reinforced in setting between support column
Enough formed to fixture for reinforcement cages supports, and avoids binding the increase of height, the danger toppled over, it is ensured that constructor with steel reinforcement cage
The safety of member.
The support column includes cylinder and supporting rib, and the cylinder is vertically arranged, and the cylinder is equipped with and cylinder direction
Vertical supporting rib, the supporting rib are equipped with multiple from top to bottom on cylinder.According to construction requirement, on the support columns setting etc.
Supporting rib away from arrangement ensure that the distance between each layer reinforcing bar remains unchanged in steel reinforcement cage process of binding, improves steel reinforcement cage
Quality.
The end of the supporting rib is equipped with the bending part tilted upward.Supporting rib end be arranged bending part, avoid from
Steel pipe tumbles on supporting rib when reinforcing bar is installed in side.
The supporting rib is located at the spacing between two of bottom greater than the spacing between upper support muscle.
First support unit, the second support unit, third support unit and the 4th support unit top be equipped with top
Portion's dowel.The dowel at the top of the setting of top, it can be ensured that steel reinforcement cage will not topple in the construction process, it is ensured that construction peace
Entirely.
First support unit, the second support unit, third support unit and the 4th support unit bottom be equipped with bottom
Portion's dowel.Bottom dowel is set in bottom, can be avoided the bottom change in size in process of binding, it is ensured that steel reinforcement cage size
Accuracy.
First support unit, the second support unit, third support unit and the 4th support unit side be equipped with and incline
Brace.Setting inclination lacing wire, can further increase the safety of fixture for reinforcement cages, it is ensured that the safety of construction personnel.
Compared with prior art, the utility model has the beneficial effects that
1, a kind of vertical type concrete member steel bar cage mould of the utility model, this fixture for reinforcement cages are effectively prevented from
The shortcomings that artificial dipstick metering scribing line positioning, make reinforcing bar put realization modularization, it is ensured that the distance between reinforcing bar it is accurate, mention
The high qualification rate of cover to reinforcement, meanwhile, standardized work is realized, working efficiency is effectively improved；
2, support column rectangular arrangement is met steel by a kind of vertical type concrete member steel bar cage mould of the utility model
Muscle construction requirement is capable of forming and effectively supports to reinforcing bar, improves support strength, and third support unit is arranged in the same direction, can
Make reinforcing bar because ground uses, improves the binding efficiency of reinforcing bar；
3, a kind of vertical type concrete member steel bar cage mould of the utility model, setting is reinforced vertical between support column
Column can form fixture for reinforcement cages and support, and avoid binding the increase of height, the danger toppled over steel reinforcement cage, it is ensured that
The supporting rib equidistantly arranged is arranged on the support columns, ensure that steel reinforcement cage was bound according to construction requirement for the safety of construction personnel
The distance between each layer reinforcing bar remains unchanged in journey, improves the quality of steel reinforcement cage；
4, bending is arranged in the end of supporting rib in a kind of vertical type concrete member steel bar cage mould of the utility model
Portion, the steel reinforcement cage completed convenient for binding are detached from mould, so that steel reinforcement cage is detached from mould and are more easier；
5, a kind of vertical type concrete member steel bar cage mould of the utility model, the dowel at the top of the setting of top, energy
Enough ensure that steel reinforcement cage will not topple in the construction process, it is ensured that construction safety is arranged bottom dowel in bottom, can be avoided
Bottom change in size in process of binding, it is ensured that the accuracy of steel reinforcement cage size, setting inclination lacing wire can further increase reinforcing bar
The safety of cage mould, it is ensured that the safety of construction personnel.
Detailed description of the invention
In order to illustrate more clearly of the technical solution of the utility model, attached drawing needed in description will be made below
Simply introduce, it should be apparent that, the drawings in the following description are merely some embodiments of the present invention, for this field
For those of ordinary skill, without creative efforts, it is also possible to obtain other drawings based on these drawings.
Fig. 1 is the overall structure diagram of the utility model；
Fig. 2 is the installation site structural schematic diagram of the utility model；
Fig. 3 is the top dowel structural schematic diagram of the utility model；
Fig. 4 is the inclination lacing wire structural schematic diagram of the utility model；
Fig. 5 is the bottom dowel structural schematic diagram of the utility model；
Fig. 6 is the support column arrangement schematic diagram of the utility model；
Wherein, the 1, first support unit, 2, bottom dowel, 3, inclination lacing wire, the 4, second support unit, 5, third support
Unit, 6, reinforcement column, 7, top dowel, the 8, the 4th support unit, 9, cylinder, 10, supporting rib, 11, bending part.
Specific embodiment
The utility model is described in further detail with reference to the accompanying drawing:
As shown in Figs. 1-2, a kind of vertical type concrete member steel bar cage mould, including the support of the first support unit 1, second
Unit 4, third support unit 5 and the 4th support unit 8, first support unit 1 are oppositely arranged with third support unit 5,
Second support unit 4 is oppositely arranged with the 4th support unit 8, first support unit 1, the second support unit 4, third
Support unit 5 and the 4th support unit 8 form support to four sides of vertical type concrete component respectively.This fixture for reinforcement cages
The shortcomings that efficiently avoiding artificial dipstick metering scribing line positioning, make reinforcing bar puts realization modularization, it is ensured that between reinforcing bar away from
From it is accurate, improve the qualification rate of cover to reinforcement, meanwhile, realize standardized work, effectively improve working efficiency.
First support unit 1, the second support unit 4 and the 4th support unit 8 include four support columns, the branch
Dagger is distributed in polygon, and the support column is oppositely arranged on the length direction of polygon.By support column rectangular arrangement, meet
Reinforcement construction requirement, is capable of forming and effectively supports to reinforcing bar, improve support strength.Quadrangle described herein includes
Rectangle is trapezoidal.
The third support unit 5 includes six roots of sensation support column, and the support column is towards identical.Third support unit 5 is in the same direction
Setting can make reinforcing bar because ground uses, improve the binding efficiency of reinforcing bar.
It is equipped between the support column of the third support unit 5 and reinforces column 6.Column 6 is reinforced in setting between support column,
Fixture for reinforcement cages can be formed and be supported, avoid binding the increase of height, the danger toppled over steel reinforcement cage, it is ensured that construction
The safety of personnel.
As shown in fig. 6, the support column includes cylinder 9 and supporting rib 10, the cylinder 9 is vertically arranged, on the cylinder 9
Equipped with the supporting rib 10 vertical with 9 direction of cylinder, the supporting rib 10 is equipped with multiple from top to bottom on cylinder 9.According to construction
It is required that the supporting rib 10 equidistantly arranged is arranged on the support columns, ensure that in steel reinforcement cage process of binding between each layer reinforcing bar away from
From remaining unchanged, the quality of steel reinforcement cage is improved.
The end of the supporting rib 10 is equipped with the bending part 11 tilted upward.In the end of supporting rib 10, bending part is set
11, steel pipe tumbles on supporting rib 10 when avoiding installing reinforcing bar from side.
The supporting rib 10 is located at the spacing between two of bottom greater than the spacing between upper support muscle 10.
As shown in figure 3, first support unit 1, the second support unit 4, third support unit 5 and the 4th support unit
8 top is equipped with top dowel 7.The dowel 7 at the top of the setting of top, it can be ensured that steel reinforcement cage will not incline in the construction process
, it is ensured that construction safety.
As shown in figure 4, first support unit 1, the second support unit 4, third support unit 5 and the 4th support unit
8 bottom is equipped with bottom dowel 2.Bottom dowel 2 is set in bottom, can be avoided the bottom size in process of binding and become
Change, it is ensured that the accuracy of steel reinforcement cage size.
As shown in figure 5, first support unit 1, the second support unit 4, third support unit 5 and the 4th support unit
8 side is equipped with inclination lacing wire 3.Setting inclination lacing wire 3, can further increase the safety of fixture for reinforcement cages, it is ensured that construction
The safety of personnel.
A kind of application method of vertical type concrete member steel bar cage mould:
Step 1, placing steel tubes；Steel pipe is placed sequentially on the supporting rib 10 of support column, specifically, in the first support
The support column of unit 1 and third support unit 5 is used to support the X on horizontal plane to steel pipe, the second support unit 4 and the 4th support
The support column of unit 8 is used to support the Y-direction steel pipe on horizontal plane, and X has the support of supporting rib 10, support to steel pipe and Y-direction steel pipe
The end of muscle 10 is equipped with the bending section 11 tilted upward, it is ensured that tumbles on supporting rib in X to steel pipe and Y-direction steel pipe；
Step 2 arranges reinforcing bar；Reinforcing bar is penetrated in the side of steel pipe, is then placed on steel pipe, i.e., in X on steel pipe
Y-direction reinforcing bar is placed, X is placed on Y-direction steel pipe to reinforcing bar, and is bound with the longitudinal reinforcement of the perpendicular of vertical concrete component
Together, the steel reinforcement cage of vertical concrete component is formed；
Step 3: step 1 and step 2 are repeated, binds the steel reinforcement cage of vertical concrete component to specified altitude；
Step 4: it is detached from mould；The steel reinforcement cage of the vertical concrete component bound is lifted by crane, steel reinforcement cage is detached from
Steel pipe after steel reinforcement cage is detached from steel pipe, removes X to steel pipe and Y-direction steel pipe, steel reinforcement cage is made to be detached from fixture for reinforcement cages.
Above-mentioned technical proposal is a kind of embodiment of the utility model, for those skilled in the art,
On the basis of the utility model discloses application method and principle, it is easy to various types of improvement or deformation are made, without
It is only limitted to method described in the above-mentioned specific embodiment of the utility model, therefore previously described mode is only preferred, and
Not restrictive meaning.
Claims (10)
1. a kind of vertical type concrete member steel bar cage mould, which is characterized in that single including the first support unit, the second support
Member, third support unit and the 4th support unit, first support unit are oppositely arranged with third support unit, and described second
Support unit is oppositely arranged with the 4th support unit, first support unit, the second support unit, third support unit and
Four support units form support to four sides of vertical type concrete component respectively.
2. a kind of vertical type concrete member steel bar cage mould according to claim 1, which is characterized in that described first
Support unit, the second support unit and the 4th support unit include four support columns, and the support column is in distributed rectangular, the branch
Dagger is oppositely arranged on the length direction of rectangle.
3. a kind of vertical type concrete member steel bar cage mould according to claim 1, which is characterized in that the third branch
Support unit includes six roots of sensation support column, and the support column is towards identical.
4. a kind of vertical type concrete member steel bar cage mould according to claim 3, which is characterized in that the third branch
It supports to be equipped between the support column of unit and reinforces column.
5. a kind of vertical type concrete member steel bar cage mould according to claim 2 or 3, which is characterized in that the branch
Dagger includes cylinder and supporting rib, and the cylinder is vertically arranged, and the cylinder is equipped with the supporting rib vertical with cylinder direction, institute
Supporting rib is stated on cylinder from top to bottom equipped with multiple.
6. a kind of vertical type concrete member steel bar cage mould according to claim 5, which is characterized in that the supporting rib
End be equipped with the bending part that tilts upward.
7. a kind of vertical type concrete member steel bar cage mould according to claim 5, which is characterized in that the supporting rib
Spacing between two of bottom is greater than the spacing between upper support muscle.
8. a kind of vertical type concrete member steel bar cage mould according to claim 1, which is characterized in that described first
The top for supportting unit, the second support unit, third support unit and the 4th support unit is equipped with top dowel.
9. a kind of vertical type concrete member steel bar cage mould according to claim 1, which is characterized in that described first
The bottom for supportting unit, the second support unit, third support unit and the 4th support unit is equipped with bottom dowel.
10. a kind of vertical type concrete member steel bar cage mould according to claim 1, which is characterized in that described first
Support unit, the second support unit, third support unit and the 4th support unit side be equipped with inclination lacing wire.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201822163026.4U CN209429552U (en) | 2018-12-19 | 2018-12-19 | A kind of vertical type concrete member steel bar cage mould |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201822163026.4U CN209429552U (en) | 2018-12-19 | 2018-12-19 | A kind of vertical type concrete member steel bar cage mould |
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| Publication Number | Publication Date |
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| CN209429552U true CN209429552U (en) | 2019-09-24 |
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ID=67972961
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| CN201822163026.4U Active CN209429552U (en) | 2018-12-19 | 2018-12-19 | A kind of vertical type concrete member steel bar cage mould |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109441123A (en) * | 2018-12-19 | 2019-03-08 | 中铁十四局集团大盾构工程有限公司 | A kind of vertical type concrete member steel bar cage mould |
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2018
- 2018-12-19 CN CN201822163026.4U patent/CN209429552U/en active Active
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109441123A (en) * | 2018-12-19 | 2019-03-08 | 中铁十四局集团大盾构工程有限公司 | A kind of vertical type concrete member steel bar cage mould |
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