CN109826438A - A kind of fastening method of reinforced concrete member template - Google Patents
A kind of fastening method of reinforced concrete member template Download PDFInfo
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- CN109826438A CN109826438A CN201910154057.XA CN201910154057A CN109826438A CN 109826438 A CN109826438 A CN 109826438A CN 201910154057 A CN201910154057 A CN 201910154057A CN 109826438 A CN109826438 A CN 109826438A
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- locating part
- steel pipe
- column angle
- template
- fastening method
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- On-Site Construction Work That Accompanies The Preparation And Application Of Concrete (AREA)
Abstract
The present invention relates to a kind of fastening method of template, the fastening method of specifically a kind of reinforced concrete member template, including, use the position of column angle locating part regulation mould plate；Column angle locating part is fixed in template by the hole on the locating part of column angle using iron nail；The handle on the locating part of column angle is unclamped, by steel pipe insertion buckle, pulling handle locks steel pipe；Screw rod is passed through into template and steel pipe, clasps steel pipe using arc-shaped limit plate at screw end head, is finally screwed into band shoulder nut, limit plate is pushed to squeeze steel pipe；Concrete is injected in the cavity between template, static, rotation band shoulder nut dismantles arc-shaped limit plate, screw rod is extracted, unclamp the handle on the locating part of column angle, remove steel pipe, finally remove column angle locating part, completes tightening and loosening；The hole that Screw arbor with nut at both-ends leaves carries out mortar floating.Operation of the present invention is simple, structure setting is succinctly reasonable；Use scope is wide, and consolidation effect is good.Solves inconvenient problem with use.
Description
Technical field
The present invention relates to a kind of fastening method of template, the fastening method of specifically a kind of reinforced concrete member template.
Background technique
During construction site casting concrete frame column, workpeople adds Screw arbor with nut at both-ends frequently with double steel pipe
Traditional handicraft reinforcing template, the fragment datas such as circulation material, iron nail, screw rod investment is too big, and receiving difficulty is high, and every layer of fastening dress
Set can only fastening member template two peripheries.Investment is big, effect is poor, requires height to manual operation, is easy to appear the mould that rises, Sha Jiao
The problem of.
Currently, a kind of dies plate tap system and Chinese patent with pawl device disclosed in Chinese patent CN207878929U
A kind of formwork fastener of plate disclosed in CN206971726U, but both methods is all only applicable to the coagulation of smaller size smaller
In native component construction, applicable surface is not extensive enough.
Therefore it provides a kind of fastening method of reinforced concrete member template, to solve inconvenient problem with use.
Summary of the invention
The purpose of the present invention is to provide a kind of fastening methods of reinforced concrete member template, to solve above-mentioned background skill
The problem of being proposed in art.
To achieve the above object, the invention provides the following technical scheme:
A kind of fastening method of reinforced concrete member template, comprising the following steps:
Step 1: using the position of column angle locating part regulation mould plate, tentatively propping template；
Step 2: after tentatively propping template, being fixed column angle locating part by the hole on the locating part of column angle using iron nail
In template；
Step 3: unclamping the handle on the locating part of column angle, by steel pipe insertion buckle, pulling handle locks steel pipe；
Step 4: template and steel pipe will be passed through to the screw rod drawn in reinforcement, made to the screw end head drawn in reinforcement
With to drawing the arc-shaped limit plate in reinforcement to clasp steel pipe, it is finally screwed into the band shoulder nut drawn in reinforcement, pushes and drawing is increased
Limit plate in strong part squeezes steel pipe；
Step 5: concrete is injected in the cavity between template, it is static, it rotates to the band shoulder nut drawn in reinforcement, tears open
Arc-shaped limit plate is unloaded, screw rod is extracted, the handle on the locating part of column angle is unclamped, removes steel pipe, finally remove column angle locating part, it is complete
At tightening and loosening；
Step 6: after tightening and loosening, the hole that Screw arbor with nut at both-ends leaves carries out mortar floating.
As further embodiment: column angle locating part is made of two pieces of square plates, and two pieces of square plates are perpendicular solid
Fixed, two pieces of square plates are fixed for integral type.
As further scheme: opening up hole on the square plate.
As further scheme: offering chamfer putting steel tube on the square plate.
As further scheme: it is described to be buckled on the locating part of column angle there are two settings, and be in be dislocatedly distributed.
As further scheme: described pair of drawing reinforcement is by screw rod, band shoulder nut and arc-shaped limit board group into spiral shell
Bar is arranged on the outside of arc-shaped limit plate, and band shoulder nut is arranged in arc-shaped limit plate and screw rod junction.
As further scheme: screw rod being cooperated to offer hole at the top of the arc-shaped limit plate and on steel pipe.
Compared with prior art, the beneficial effects of the present invention are:
1, operation of the present invention is simple, structure setting is succinctly reasonable；
2, use scope of the present invention is wide, and consolidation effect is good.
Specific embodiment
Below in conjunction with the embodiment of the present invention, technical scheme in the embodiment of the invention is clearly and completely described,
Obviously, described embodiments are only a part of the embodiments of the present invention, instead of all the embodiments.Based in the present invention
Embodiment, every other embodiment obtained by those of ordinary skill in the art without making creative efforts, all
Belong to the scope of protection of the invention.
Embodiment 1
A kind of fastening method of reinforced concrete member template, comprising the following steps:
Step 1: during pouring reinforcement concrete component, using the position of column angle locating part regulation mould plate, it is ensured that
Template can be spliced into the right angle of component two-by-two, tentatively prop template；
Step 2: after tentatively propping template, being fixed column angle locating part by the hole on the locating part of column angle using iron nail
In template；
Step 3: unclamping the handle on the locating part of column angle, by steel pipe insertion buckle, pulling handle locks steel pipe；
Step 4: template and steel pipe will be passed through to the screw rod drawn in reinforcement, made to the screw end head drawn in reinforcement
With to drawing the arc-shaped limit plate in reinforcement to clasp steel pipe, it is finally screwed into the band shoulder nut drawn in reinforcement, pushes and drawing is increased
Limit plate in strong part squeezes steel pipe；
Step 5: concrete is injected in the cavity between template, it is static, after concrete curing to after having sufficient intensity,
It rotates to the band shoulder nut drawn in reinforcement, dismantles arc-shaped limit plate, screw rod is extracted, unclamp the handle on the locating part of column angle,
Steel pipe is removed, column angle locating part is finally removed, completes tightening and loosening；
Step 6: after tightening and loosening, the hole that Screw arbor with nut at both-ends leaves carries out mortar floating, prevents the rust of reinforced column
Erosion.
Embodiment 2
The embodiment of the present invention is the further restriction carried out on the basis of embodiment 1.
Further, it is preferable that column angle locating part is made of two pieces of square plates, two pieces of perpendicular fixations of square plate,
Two pieces of square plates are fixed for integral type.
Further, it is preferable that open up hole on the square plate.
Further, it is preferable that offer chamfer putting steel tube on the square plate, chamfer putting steel tube can make that steel pipe is closer, reliably pastes
It closes in template surface.
Further, it is preferable that it is described to be buckled on the locating part of column angle there are two settings, and be in be dislocatedly distributed.
Further, it is preferable that described pair of drawing reinforcement is by screw rod, band shoulder nut and arc-shaped limit board group at screw rod is set
It sets on the outside of arc-shaped limit plate, band shoulder nut is arranged in arc-shaped limit plate and screw rod junction.
Further, it is preferable that screw rod is cooperated to offer hole at the top of the arc-shaped limit plate and on steel pipe.
It is obvious to a person skilled in the art that invention is not limited to the details of the above exemplary embodiments, Er Qie
In the case where without departing substantially from spirit or essential attributes of the invention, the present invention can be realized in other specific forms.Therefore, no matter
From the point of view of which point, the present embodiments are to be considered as illustrative and not restrictive, and the scope of the present invention is by appended power
Benefit requires rather than above description limits, it is intended that all by what is fallen within the meaning and scope of the equivalent elements of the claims
Variation is included within the present invention.
In addition, it should be understood that although this specification is described in terms of embodiments, but not each embodiment is only wrapped
Containing an independent technical solution, this description of the specification is merely for the sake of clarity, and those skilled in the art should
It considers the specification as a whole, the technical solutions in the various embodiments may also be suitably combined, forms those skilled in the art
The other embodiments being understood that.
Claims (7)
1. a kind of fastening method of reinforced concrete member template, which comprises the following steps:
Step 1: using the position of column angle locating part regulation mould plate, tentatively propping template；
Step 2: after tentatively propping template, column angle locating part being fixed on by mould by the hole on the locating part of column angle using iron nail
On plate；
Step 3: unclamping the handle on the locating part of column angle, by steel pipe insertion buckle, pulling handle locks steel pipe；
Step 4: template and steel pipe will be passed through to the screw rod drawn in reinforcement, the use pair to the screw end head drawn in reinforcement
It draws the arc-shaped limit plate in reinforcement to clasp steel pipe, is finally screwed into the band shoulder nut drawn in reinforcement, pushes to drawing reinforcement
In limit plate squeeze steel pipe；
Step 5: concrete is injected in the cavity between template, it is static, it rotates to the band shoulder nut drawn in reinforcement, dismantles arc
Shape limit plate, screw rod is extracted, and is unclamped the handle on the locating part of column angle, is removed steel pipe, and column angle locating part is finally removed, and is completed tight
Gu disassembly；
Step 6: after tightening and loosening, the hole that Screw arbor with nut at both-ends leaves carries out mortar floating.
2. a kind of fastening method of reinforced concrete member template according to claim 1, which is characterized in that the column angle
Locating part is made of two pieces of square plates, and two pieces of perpendicular fixations of square plate, two pieces of square plates are fixed for integral type.
3. a kind of fastening method of reinforced concrete member template according to claim 2, which is characterized in that described rectangular
Hole is opened up on plate.
4. a kind of fastening method of reinforced concrete member template according to claim 2, which is characterized in that described rectangular
Chamfer putting steel tube is offered on plate.
5. a kind of fastening method of reinforced concrete member template according to claim 1, which is characterized in that the buckle
It on the locating part of column angle there are two settings, and is in be dislocatedly distributed.
6. a kind of fastening method of reinforced concrete member template according to claim 1, which is characterized in that described pair of drawing
Reinforcement is by screw rod, band shoulder nut and arc-shaped limit board group at screw rod is arranged on the outside of arc-shaped limit plate, and band shoulder nut is arranged
In arc-shaped limit plate and screw rod junction.
7. a kind of fastening method of reinforced concrete member template according to claim 6, which is characterized in that described
Screw rod is cooperated to offer hole at the top of arc-shaped limit plate and on steel pipe.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201910154057.XA CN109826438B (en) | 2019-03-01 | 2019-03-01 | Fastening method of reinforced concrete member template |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201910154057.XA CN109826438B (en) | 2019-03-01 | 2019-03-01 | Fastening method of reinforced concrete member template |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN109826438A true CN109826438A (en) | 2019-05-31 |
| CN109826438B CN109826438B (en) | 2021-06-25 |
Family
ID=66864915
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201910154057.XA Active CN109826438B (en) | 2019-03-01 | 2019-03-01 | Fastening method of reinforced concrete member template |
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| Country | Link |
|---|---|
| CN (1) | CN109826438B (en) |
Citations (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH09144313A (en) * | 1995-11-28 | 1997-06-03 | Washiyuu Sangyo Kk | Reinforcing apparatus of form corner part and fastening structure of form corner part |
| US5863453A (en) * | 1994-12-30 | 1999-01-26 | Hardin; James W. | Form connector |
| CN2575223Y (en) * | 2002-08-19 | 2003-09-24 | 陈绪褚 | Prestress stretch-draw adjustable spacing device |
| CN202945803U (en) * | 2012-11-28 | 2013-05-22 | 中国建筑第七工程局有限公司 | Shear wall pattern plate for building |
| CN203783143U (en) * | 2014-01-10 | 2014-08-20 | 朱新伟 | Clamping rod component for preventing mould expanding |
| CN204728694U (en) * | 2015-06-18 | 2015-10-28 | 中国十五冶金建设集团有限公司 | A kind of concrete component template fixation kit |
| CN106150077A (en) * | 2016-06-23 | 2016-11-23 | 中国建筑第二工程局有限公司 | Super large wall post template support system |
| CN109322482A (en) * | 2018-10-24 | 2019-02-12 | 中建二局第二建筑工程有限公司 | A kind of cast-in-place wall column formwork of convenient adjustable reinforces support construction and its construction method |
-
2019
- 2019-03-01 CN CN201910154057.XA patent/CN109826438B/en active Active
Patent Citations (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US5863453A (en) * | 1994-12-30 | 1999-01-26 | Hardin; James W. | Form connector |
| JPH09144313A (en) * | 1995-11-28 | 1997-06-03 | Washiyuu Sangyo Kk | Reinforcing apparatus of form corner part and fastening structure of form corner part |
| CN2575223Y (en) * | 2002-08-19 | 2003-09-24 | 陈绪褚 | Prestress stretch-draw adjustable spacing device |
| CN202945803U (en) * | 2012-11-28 | 2013-05-22 | 中国建筑第七工程局有限公司 | Shear wall pattern plate for building |
| CN203783143U (en) * | 2014-01-10 | 2014-08-20 | 朱新伟 | Clamping rod component for preventing mould expanding |
| CN204728694U (en) * | 2015-06-18 | 2015-10-28 | 中国十五冶金建设集团有限公司 | A kind of concrete component template fixation kit |
| CN106150077A (en) * | 2016-06-23 | 2016-11-23 | 中国建筑第二工程局有限公司 | Super large wall post template support system |
| CN109322482A (en) * | 2018-10-24 | 2019-02-12 | 中建二局第二建筑工程有限公司 | A kind of cast-in-place wall column formwork of convenient adjustable reinforces support construction and its construction method |
Also Published As
| Publication number | Publication date |
|---|---|
| CN109826438B (en) | 2021-06-25 |
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