CN201245981Y - Formwork upright post for pouring wall - Google Patents
Formwork upright post for pouring wall Download PDFInfo
- Publication number
- CN201245981Y CN201245981Y CNU200820064744XU CN200820064744U CN201245981Y CN 201245981 Y CN201245981 Y CN 201245981Y CN U200820064744X U CNU200820064744X U CN U200820064744XU CN 200820064744 U CN200820064744 U CN 200820064744U CN 201245981 Y CN201245981 Y CN 201245981Y
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- CN
- China
- Prior art keywords
- jack
- strut
- upright post
- adjustment bar
- telescopic adjustment
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- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
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Abstract
The utility model relates to a formwork upright post for pouring a wall body, belonging to the field of construction equipment. The formwork upright post is characterized by comprising a support rod (1) on the upper part and a lifting jack on the bottom part, and the bottom end of the support rod (1) matches and is connected with the upper end of the lifting jack. A spiral tightener or a through hole matching with a through hole on a formwork is also arranged on the support rod (1); an insertion rod (2) is arranged at the top end of the support rod (1) and is in socked joint or threaded fit with the support rod (1); and the lifting jack is a spiral lifting jack, a hydraulic lifting jack, a lever lifting jack, an inclined lifting jack or an electronic lifting jack. The formwork upright post for pouring the wall body has the advantages of simple structure, convenient operation, low time and labor consumption, low cost, and high efficiency.
Description
Technical field: the utility model belongs to the building implements field, is specifically related to a kind of support mould upright post for cast wall bodies.
Background technology: in the prior art, in construction of construction wall in-place molding and the construction of other resemble construction, often need to adopt template to build formation, carry out cast cured explosive then to form the in-place molding body of wall by the body of wall cast die cavity that two side templates constitute.Yet,, do not have stationary support owing to the size of the body of wall that needs moulding is bigger in addition, the location of template and fixedly be the difficult problem of trouble very adopts method such as existing binding to fix, and wastes time and energy, not only arduous and cost is high, efficient is low, thereby application all compare difficult.
The utility model content: the purpose of this utility model is the existing device structure complexity of fixed form when overcoming existing body of wall cast, waste time and energy, the unreasonable technical barrier that brings of design such as cost height, troublesome poeration, for people provide a kind of simple in structure, easy to operate, saving of work and time, cost is low, the cast wall soldier that efficient is high.
The purpose of this utility model realizes by following technical proposals.
Support mould upright post for cast wall bodies of the present utility model for having the formwork column of jack device, is made of the strut on top and the jack of bottom, and the bottom of strut and jack upper end are connected.
In the such scheme, the through hole that is set with the screw-tightened device on the described strut or cooperates with the template through hole.
In the such scheme, the top of described strut is provided with inserted link, inserted link and strut socket joint or threaded engagement.
In the such scheme, described jack is spiral jack, fluid pressure type jack, lever jack, ramp type jack or electrodynamic type jack.
In the such scheme, described spiral jack is made of the base and the whirligig of telescopic adjustment bar, band circular groove, wherein, threaded engagement is passed through in the upper end of the bottom of strut and telescopic adjustment bar, the bottom of telescopic adjustment bar is provided with the movable ball that matches with circular groove on the base, and whirligig is arranged on the telescopic adjustment bar.
In the such scheme, described spiral jack is made of telescopic adjustment bar, bearing, bearing support and whirligig, and wherein, threaded engagement is passed through in the upper end of the bottom of strut and telescopic adjustment bar, the bottom of telescopic adjustment bar is connected with bearing support by bearing, and whirligig is arranged on the telescopic adjustment bar.
In the such scheme, the described formwork column that has jack device is made of the strut on top and the fluid pressure type jack of bottom, and the bottom of strut and fluid pressure type jack upper end are connected.
In the such scheme, the described formwork column that has jack device is made of the strut on top and the lever jack of bottom, and the bottom of strut and lever jack upper end are connected.
In the such scheme, the described formwork column that has jack device is made of the strut on top and the ramp type jack of bottom, and the bottom of strut and ramp type jack upper end are connected.
In the such scheme, the described formwork column that has jack device is made of the strut on top and the electrodynamic type jack of bottom, and the bottom of strut and electrodynamic type jack upper end are connected.
The technical scheme of the utility model science practicality that to be the designer grope out by practice for many years, with spiral jack formwork column is example, during use, base kept at a certain distance away be placed on the position line of the body of wall that needs cast, circular groove on telescopic adjustment rod end ball and the base is chimeric, regulate telescopic adjustment bar screw thread, make the top of strut withstand on the top rail firmly, when the insufficient height of strut, can increase inserted link at its top, many formwork columns are arranged to fix and have promptly been formed the fixedly support-rails of usefulness of template, have improved efficient greatly than prior art.And prior art employing steel pipe is the formwork column, needing the workman to help after formwork column and back cord are fixed together by binding or fastener just can let go, whole mold process not only operated very trouble and difficulty, need a lot of workmans, take time and effort, the body of wall of same area, originally need seven, eight workmans to operate five, six hours, and only need three workmans to operate one, two hour when adopting the technical solution of the utility model, therefore, the utility model is simple in structure, and easy to operate, saving of work and time, cost is low, efficient is high.The similar automobile jack commonly used of principle of the present utility model, but the principle that the utility model is broken the normal procedure dexterously jack is applied to the fixing of construction formwork, and its structure improved, it is convenient flexible that it is used, setting as base makes the location more convenient, accurate, and setting up of inserted link can be regulated level altitude.
Description of drawings:
Fig. 1 is the formwork pillar construction schematic diagram of the utility model embodiment one.
Fig. 2 is the formwork pillar construction schematic diagram of the utility model embodiment two.
Fig. 3 is the user mode schematic diagram of the utility model product.
Among the figure: 1. strut; 2. inserted link; 3. telescopic adjustment bar; 4. base; 5. whirligig; 6. ball; 7. bearing; 8. bearing support; 9. formwork column; 10. template; 11. thickness of wall body scale spare; 12. back cord.
The specific embodiment:
Further describe the utility model below by embodiment, the utility model is not limited only to described embodiment.
Embodiment one
The support mould upright post for cast wall bodies that this is routine is shown in figure one, for having the formwork column of jack device, constitute by the strut 1 on top and the jack of bottom, the bottom of strut 1 and jack upper end are connected, and the top of strut 1 is provided with inserted link 2, inserted link 2 and strut 1 socket joint or threaded engagement.Jack is spiral jack, base 4 and whirligig 5 by telescopic adjustment bar 3, band circular groove constitute, wherein, threaded engagement is passed through in the upper end of the bottom of strut 1 and telescopic adjustment bar 3, the bottom of telescopic adjustment bar 3 is provided with the movable ball 6 that matches with circular groove on the base 4, whirligig 5 makes 3 rotations of telescopic adjustment bar for being arranged on the hole on the telescopic adjustment bar 3 by the iron that inserts in the hole.
During use, shown in figure three, base 4 kept at a certain distance away be placed on the position line of the body of wall that needs cast, telescopic adjustment bar 3 bottom balls 6 are chimeric with the circular groove of base 4, and the hole of inserting on the telescopic adjustment bar 3 with iron makes 3 rotations of telescopic adjustment bar, regulates the height of strut 1, strut 1 is withstood between building ceiling or crossbeam and the flooring firmly, when the insufficient height of strut 1, can increase inserted link 2 at its top, strut 1 can be square steel or garden steel pipe with inserted link 2; Many formwork columns 9 are arranged the fixing support-rails that has promptly formed fixed form 10, have improved efficient greatly than prior art.After many formwork columns 9 fix, one face die plate 10 is fixed on formwork column 9 one sides, thickness of wall body scale spare 11 is fixed on the through hole of template 10, according to construction drawing pre-embedded pipe, line box, again another side template 10 is close to thickness of wall body scale spare 11, with with the formwork column 9 of spiral jack fixedly after the another side template 10, with securing member back cord 12 is fixed on the formwork column 9 with spiral jack, be delivered for use then.
Embodiment two
The support mould upright post for cast wall bodies that this is routine, shown in figure one, except that spiral jack, all the other are with embodiment one.
The used spiral jack of this example is made of telescopic adjustment bar 3, bearing 7, bearing support 8 and whirligig 5, wherein, threaded engagement is passed through in the upper end of the bottom of strut 1 and telescopic adjustment bar 3, the bottom of telescopic adjustment bar 3 is connected with bearing support 8 by bearing 7, whirligig 5 makes 3 rotations of telescopic adjustment bar for being arranged on the hole on the telescopic adjustment bar 3 by the iron that inserts in the hole.
Embodiment three
The support mould upright post for cast wall bodies that this is routine, except that jack, all the other are with embodiment one.The used jack of this example is existing fluid pressure type jack.
Embodiment four
The support mould upright post for cast wall bodies that this is routine, except that jack, all the other are with embodiment one.The used jack of this example is existing lever jack.
Embodiment five
The support mould upright post for cast wall bodies that this is routine, except that jack, all the other are with embodiment one.The used jack of this example is existing ramp type jack.
Embodiment six
The support mould upright post for cast wall bodies that this is routine, except that jack, all the other are with embodiment one.The used jack of this example is existing electrodynamic type jack.
Embodiment seven
The support mould upright post for cast wall bodies that this is routine, except that strut 1, all the other are with embodiment two.
Be set with the screw-tightened device on the used strut 1 of this example.
During use, rotate the screw-tightened device and produce power, two face die plates 10 are fixed on the thickness of wall body scale spare 11 tightly, thereby can save back cord 12.
Embodiment eight
The support mould upright post for cast wall bodies that this is routine, except that strut 1, all the other are with embodiment seven.
Be set with the through hole that matches with the through hole of template 10 on the used strut 1 of this example.
During use,,, thereby can save back cord 12 with 10 fixations of two face die plates with the through hole of through-wall bolt by setting on through hole, thickness of wall body scale spare 11 and the strut 1 on the template 10.
Claims (10)
1. a support mould upright post for cast wall bodies is characterized in that support mould upright post for cast wall bodies is the formwork column that has jack device, is made of the strut (1) on top and the jack of bottom, and the bottom of strut (1) and jack upper end are connected.
2. support mould upright post for cast wall bodies according to claim 1 is characterized in that the through hole that is set with the screw-tightened device on the described strut (1) or matches with the through hole of template (10).
3. support mould upright post for cast wall bodies according to claim 1 and 2 is characterized in that the top of described strut (1) is provided with inserted link (2), inserted link (2) and strut (1) socket joint or threaded engagement.
4. support mould upright post for cast wall bodies according to claim 1 is characterized in that described jack is spiral jack, fluid pressure type jack, lever jack, ramp type jack or electrodynamic type jack.
5. support mould upright post for cast wall bodies according to claim 4, it is characterized in that described spiral jack is made of the base (4) and the whirligig (5) of telescopic adjustment bar (3), band circular groove, wherein, threaded engagement is passed through in the upper end of the bottom of strut (1) and telescopic adjustment bar (3), the bottom of telescopic adjustment bar (3) is provided with the movable ball (6) that matches with circular groove on the base (4), and whirligig (5) is arranged on the telescopic adjustment bar (3).
6. support mould upright post for cast wall bodies according to claim 4, it is characterized in that described spiral jack is made of telescopic adjustment bar (3), bearing (7), bearing support (8) and whirligig (5), wherein, threaded engagement is passed through in the upper end of the bottom of strut (1) and telescopic adjustment bar (3), the bottom of telescopic adjustment bar (3) is connected with bearing support (8) by bearing (7), and whirligig (5) is arranged on the telescopic adjustment bar (3).
7. support mould upright post for cast wall bodies according to claim 1, it is characterized in that the described formwork column that has jack device, be made of the strut (1) on top and the fluid pressure type jack of bottom, the bottom of strut (1) and fluid pressure type jack upper end are connected.
8. support mould upright post for cast wall bodies according to claim 1, it is characterized in that the described formwork column that has jack device, be made of the strut (1) on top and the lever jack of bottom, the bottom of strut (1) and lever jack upper end are connected.
9. support mould upright post for cast wall bodies according to claim 1, it is characterized in that the described formwork column that has jack device, be made of the strut (1) on top and the ramp type jack of bottom, the bottom of strut (1) and ramp type jack upper end are connected.
10. support mould upright post for cast wall bodies according to claim 1, it is characterized in that the described formwork column that has jack device, be made of the strut (1) on top and the electrodynamic type jack of bottom, the bottom of strut (1) and electrodynamic type jack upper end are connected.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CNU200820064744XU CN201245981Y (en) | 2008-08-18 | 2008-08-18 | Formwork upright post for pouring wall |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CNU200820064744XU CN201245981Y (en) | 2008-08-18 | 2008-08-18 | Formwork upright post for pouring wall |
Publications (1)
Publication Number | Publication Date |
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CN201245981Y true CN201245981Y (en) | 2009-05-27 |
Family
ID=40729801
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
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CNU200820064744XU Expired - Fee Related CN201245981Y (en) | 2008-08-18 | 2008-08-18 | Formwork upright post for pouring wall |
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CN (1) | CN201245981Y (en) |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN102695839A (en) * | 2009-12-14 | 2012-09-26 | Peri有限公司 | Telescopic structural support |
-
2008
- 2008-08-18 CN CNU200820064744XU patent/CN201245981Y/en not_active Expired - Fee Related
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN102695839A (en) * | 2009-12-14 | 2012-09-26 | Peri有限公司 | Telescopic structural support |
CN102695839B (en) * | 2009-12-14 | 2015-01-21 | Peri有限公司 | Telescopic structural support |
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Legal Events
Date | Code | Title | Description |
---|---|---|---|
C14 | Grant of patent or utility model | ||
GR01 | Patent grant | ||
C17 | Cessation of patent right | ||
CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20090527 Termination date: 20110818 |