CN205253993U - Prefabricated festival steel reinforcement cage ligature mould of containing - Google Patents
Prefabricated festival steel reinforcement cage ligature mould of containing Download PDFInfo
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- CN205253993U CN205253993U CN201521085205.0U CN201521085205U CN205253993U CN 205253993 U CN205253993 U CN 205253993U CN 201521085205 U CN201521085205 U CN 201521085205U CN 205253993 U CN205253993 U CN 205253993U
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- reinforcement cage
- steel reinforcement
- radial pins
- ligature
- width
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Abstract
The utility model belongs to the technical field of steel reinforcement cage ligature in the railway and highway engineering, in order to accomplish the steel reinforcement cage ligature quick, laborsavingly, improve the ligature quality simultaneously, the utility model provides a prefabricated festival steel reinforcement cage ligature mould of containing, include the base, go up the width of cloth, lower and well axostylus axostyle, go up and to be the horizontal equipartition of transmission shape on the width of cloth and to be connected with a plurality of radial branches of, be the horizontal equipartition of transmission shape on lower to be connected with a plurality of radial branches down, go up radial branch and equal and vertical direction one -to -one with the quantity of radial branch down, correspond that vertical vertical activity is connected with a plurality of locating levers between the last radial branch organized and the lower radial branch. The ligature work of steel reinforcement cage can convenient and fast ground not be accomplished to this mould to the staff can sit on a fixed point and to accomplish the ligature work of each node through revolving the rotary die utensil, labour saving and time saving, and the mould all can install and remove around the ligature fast, makes things convenient for the ligature and the removal of forming steel muscle cage.
Description
Technical field
The utility model belongs to the steel reinforcement cage colligation technical field in Rail Highway engineering, is specifically related to a kind of prefabricated culvert jointSteel reinforcement cage colligation mould.
Background technology
Little irrigation canals and ditches in Rail Highway engineering generally employing garden culvert pass through, and garden culvert design saves prefabricated culvert joint by one and spellsDress forms. Because the steel reinforcement cage diameter in prefabricated culvert joint is larger, need several individuals to coordinate just simultaneously and can complete, efficiency is low, artificialCost is high; And during not by mould, the deviation from circular from of colligation is larger, affects construction quality, often needs to repair, and delays workPhase.
Summary of the invention
The utility model, in order to complete fast, effortlessly steel reinforcement cage colligation, improves colligation quality simultaneously, and then providesA kind of prefabricated culvert joint steel reinforcement cage colligation mould.
The utility model adopts following technical scheme:
A kind of prefabricated culvert joint steel reinforcement cage colligation mould, comprises base, upper width, lower width and middle axostylus axostyle, is provided with rotation in baseBearing, upper width is connected in the upper end of middle axostylus axostyle, and lower width is connected in the lower end of middle axostylus axostyle and is installed in swivel bearing; Described upper widthOn be that emitting shape level is uniform is connected with some upper radial pins, on lower width, be emitting shape level uniform be connected with some under radiallyPole, the quantity of upper radial pins and lower radial pins equate and vertical direction corresponding one by one, the upper radial pins of corresponding group andBetween lower radial pins, be vertically vertically connected with some backstays.
Between described each upper radial pins and upper width for plug-in type is flexibly connected, between each lower radial pins and lower width, be alsoPlug-in type is flexibly connected.
Described backstay comprises outer side gauge bar) and two groups of interior side gauge bars, each outer side gauge bar is positioned at the same face of cylinderUpper, each interior side gauge bar is positioned on the same face of cylinder.
Described upper radial pins and lower radial pins are provided with some setscrew nuts, and outer side gauge bar and interior side gauge bar are insertedEnter in setscrew nut.
The utlity model has following beneficial effect:
1, the utility model mould is that outer side gauge bar and side gauge bar by being positioned on two faces of cylinder distinguishedFixing outside spiral bar and inner side spiral bar, then outside spiral bar in connecting by dowel, complete the colligation of steel reinforcement cage, inside and outsideColligation circularity and the density etc. of side spiral bar all can effectively ensure, have improved colligation quality;
2, staff can be sitting in the colligation work that completes each node on a fixing point by rotary die when colligation, economizesShi Shengli, efficiency is higher;
3, this mould is all quickly assembled and disassembled before and after colligation, facilitates colligation and the movement of moulding steel reinforcement cage.
Brief description of the drawings
Fig. 1 is structural front view of the present utility model;
Fig. 2 is structure top view of the present utility model;
Fig. 3 is the D-D cutaway view in Fig. 2;
Fig. 4 is B point detail drawing;
Fig. 5 is C point detail drawing;
In figure: in the upper radial pins of 1-, the upper width of 2-, 3-, under axostylus axostyle, 4-, under width, 5-base, 6-, determine in radial pins, 7-outsideSide gauge bar, 9-spiral reinforcement, 10-swivel bearing in position bar, 8-.
Detailed description of the invention
By reference to the accompanying drawings, detailed description of the invention of the present utility model is described further:
Prefabricated culvert joint steel reinforcement cage colligation mould as shown in Figure 1, comprise base 5, upper 2, lower 4 and middle axostylus axostyle 3, baseIn 5, be provided with swivel bearing 10, upper 2 upper ends that are connected in middle axostylus axostyle 3, lower 4 is connected in the lower end of middle axostylus axostyle 3 and is installed on and revolveRotating shaft is held in 10; Described upper be that emitting shape level is uniform is connected with some upper radial pins 1 on 2, be emitting shape water on lower 4Average cloth is connected with some lower radial pins 6, the quantity of upper radial pins 1 and lower radial pins 6 equate and vertical direction one by oneCorrespondence, is vertically vertically connected with some backstays between the upper radial pins 1 of corresponding group and lower radial pins 6.
Described each upper radial pins 1 with upper between 2 for plug-in type is flexibly connected, between each lower radial pins 6 and lower 4Also be plug-in type flexible connection, quick-detachment after steel reinforcement cage colligation completes.
Described backstay comprises outer side gauge bar 7 and 8 liang of groups of interior side gauge bar, and each outer side gauge bar 7 is positioned at same cylinderOn face, each interior side gauge bar 8 is positioned on the same face of cylinder. Can corresponding fixing steel reinforcement cage by inside and outside two-layer columned backstayInterior outside spiral bar.
Described upper radial pins 1 and lower radial pins 6 are provided with some setscrew nuts, outer side gauge bar 7 and location, inner sideBar 8 inserts in setscrew nut. Backstay can quick insertion (extracting) setscrew nut.
Utilize the Specific construction process of this mould assembling reinforcement cage to be:
1, base 5 is positioned on clean smooth mattess, checks the whether normally rotation of its inner bearing;
2, lower 4 of mould is installed in swivel bearing 10, and under rotary die, whether steadily width observes rotation;
3, under middle axostylus axostyle 3 and mould, 4 be connected and fixed, and on lower 4 radial pins 6 under the even plug-in mounting of level;
4, mould on 2 is connected and fixed with middle axostylus axostyle 3, and on upper 2 radial pins 1 on the even plug-in mounting of level;
5, interior side gauge bar 8 is inserted in the inner side setscrew nut in lower radial pins 6 and upper radial pins 1;
6, the inner side spiral bar of steel reinforcement cage is fixed on interior side gauge bar 8 to stud inside colligation;
7, outer side gauge bar 7 is inserted in the outside setscrew nut in lower radial pins 6 and upper radial pins 1;
8, steel reinforcement cage is fixed on outer side gauge bar 7 to stud outside colligation to outside spiral bar;
9, according to dowel inside and outside drawing colligation;
10, remove the wiring of interior outside spiral bar and inside and outside side gauge bar;
11, extract all backstays out;
12, remove successively width and middle axostylus axostyle on mould;
13, the steel reinforcement cage of colligation moulding is lifted away from mould to after assigned address by the next steel reinforcement cage of above-mentioned steps colligation.
This mould can complete the colligation work of steel reinforcement cage quickly and easily, and staff can be sitting in a fixing pointThe upper colligation work that completes each node by rotary die, time saving and energy saving. Mould is all quickly assembled and disassembled before and after colligation, conveniently becomesThe colligation of steel bar cage and movement.
Claims (4)
1. a prefabricated culvert joint steel reinforcement cage colligation mould, is characterized in that: comprise base (5), upper width (2), lower width (4) and axisBar (3), is provided with swivel bearing (10) in base (5), upper width (2) is connected in the upper end of middle axostylus axostyle (3), during lower width (4) is connected inThe lower end of axostylus axostyle (3) is also installed in swivel bearing (10); On described upper width (2), be emitting shape level uniform be connected with some onRadial pins (1), is the uniform some lower radial pins (6) that are connected with of emitting shape level on lower width (4), upper radial pins (1) andThe quantity of lower radial pins (6) equates and vertical direction correspondence one by one, upper radial pins (1) and the lower radial pins of corresponding group(6) between, be vertically vertically connected with some backstays.
2. prefabricated culvert joint steel reinforcement cage colligation mould according to claim 1, is characterized in that: described each upper radial pins(1), for plug-in type is flexibly connected, between each lower radial pins (6) and lower width (4), be also that plug-in type activity connects and between upper width (2)Connect.
3. prefabricated culvert joint steel reinforcement cage colligation mould according to claim 2, is characterized in that: described backstay comprises outside(8) two groups of backstay (7) and interior side gauge bars, each outer side gauge bar (7) is positioned on the same face of cylinder, each interior side gauge bar (8)Be positioned on the same face of cylinder.
4. prefabricated culvert joint steel reinforcement cage colligation mould according to claim 3, is characterized in that: described upper radial pins (1)Be provided with some setscrew nuts with lower radial pins (6), outer side gauge bar (7) and interior side gauge bar (8) insert in setscrew nut.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201521085205.0U CN205253993U (en) | 2015-12-24 | 2015-12-24 | Prefabricated festival steel reinforcement cage ligature mould of containing |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201521085205.0U CN205253993U (en) | 2015-12-24 | 2015-12-24 | Prefabricated festival steel reinforcement cage ligature mould of containing |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN205253993U true CN205253993U (en) | 2016-05-25 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201521085205.0U Active CN205253993U (en) | 2015-12-24 | 2015-12-24 | Prefabricated festival steel reinforcement cage ligature mould of containing |
Country Status (1)
| Country | Link |
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| CN (1) | CN205253993U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106541059A (en) * | 2016-12-07 | 2017-03-29 | 中铁九局集团有限公司 | Suitable for the self-positioning colligation frock of high speed railway fragments-free track slab steel reinforcement cage |
| CN115450434A (en) * | 2022-08-08 | 2022-12-09 | 广州建筑股份有限公司 | Binding bracket and binding method |
-
2015
- 2015-12-24 CN CN201521085205.0U patent/CN205253993U/en active Active
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106541059A (en) * | 2016-12-07 | 2017-03-29 | 中铁九局集团有限公司 | Suitable for the self-positioning colligation frock of high speed railway fragments-free track slab steel reinforcement cage |
| CN106541059B (en) * | 2016-12-07 | 2018-06-29 | 中铁九局集团有限公司 | Suitable for the self-positioning binding tooling of high speed railway fragments-free track slab steel reinforcement cage |
| CN115450434A (en) * | 2022-08-08 | 2022-12-09 | 广州建筑股份有限公司 | Binding bracket and binding method |
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|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant |