CN106088579A - The erection method of reinforced concrete wall template - Google Patents
The erection method of reinforced concrete wall template Download PDFInfo
- Publication number
- CN106088579A CN106088579A CN201610409916.1A CN201610409916A CN106088579A CN 106088579 A CN106088579 A CN 106088579A CN 201610409916 A CN201610409916 A CN 201610409916A CN 106088579 A CN106088579 A CN 106088579A
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- China
- Prior art keywords
- template
- piece
- explosion
- cross
- membrane module
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Classifications
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G11/00—Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs
- E04G11/06—Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs for walls, e.g. curved end panels for wall shutterings; filler elements for wall shutterings; shutterings for vertical ducts
- E04G11/08—Forms, which are completely dismantled after setting of the concrete and re-built for next pouring
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G17/00—Connecting or other auxiliary members for forms, falsework structures, or shutterings
- E04G17/005—Strips for covering joints between form sections, e.g. to avoid burring or spilling of laitance
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- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Mechanical Engineering (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Joining Of Building Structures In Genera (AREA)
Abstract
The invention discloses the erection method of a kind of reinforced concrete wall template, a word piece between adjacent two templates is reinforced by it by an explosion-proof membrane module of word piece and the lumps of wood, use the explosion-proof membrane module of cross piece that the cross piece formed between four pieces of adjacent templates is reinforced, after completing the installation of each layer template, time heel and main heel are installed outside template, and by split bolt by the most fixing for spliced template；Then correcting the position of each template, fasten split bolt, then the fastening explosion-proof die component of cross, fastens an explosion-proof die component of word, completes setting up of template.The method increase the safety of template, improve work efficiency, its simple to operate, easy construction, decrease working strength, it is possible to save labour cost more than 30%.
Description
Technical field
The present invention relates to formwork construction technology field, particularly relate to the side of setting up of a kind of reinforced concrete wall template
Method.
Background technology
Traditional form bracing system frequently includes the preparation of construction surveying setting-out of steel tube fastener split bolt
The cleaning of flooring wall column joint part dabbing is set up full hall frame wall column reinforcing bar binding floor template and is installed colligation
Beam reinforced steel bar, wall column formwork installs the steps such as wall column concrete placings flooring concrete placings.
When carrying out field study, wall uses whole spelling self-contained plain form system, to guarantee the assembled quality of wall form,
The secondary stupefied employing wood a tree, used in making timber for boats of template, outer horizontal stroke stupefied employing steel pipe, and set up Screw arbor with nut at both-ends behind, Screw arbor with nut at both-ends is through walls and passes through bolt
Fastening.
Existing template erection method, is often difficult to when reinforcing plate accurately control.Take carrying out template
If time, if cross edge joint position or a word edge joint position are reinforced not in place, often bring a lot of problem, such as, if spelling in template
Reinforce loosely at seam, often cause the mould that rises, quick-fried mould when carrying out concrete construction, as produced quick-fried mould in construction, can be to existing
The life of field workmen threatens, and causes security incident；If reinforcing tension at formwork edge joint, in concrete being caused
Fall into phenomenon, have a strong impact on the globality of building structure.
Summary of the invention
For solving the above-mentioned problems in the prior art, the present invention provides a kind of stability, anti-that can guarantee that edge joint position
The erection method of the reinforced concrete wall template that mould and the quick-fried mould accident of only rising occurs.
To this end, the technical solution used in the present invention is as follows:
The erection method of a kind of reinforced concrete wall template, it passes through an explosion-proof membrane module of word piece and the lumps of wood to adjacent
A word piece between two templates is reinforced, and uses the explosion-proof membrane module of cross piece ten to being formed between four pieces of adjacent templates
Word piece is reinforced, and described erection method comprises the following steps:
1) installing ground floor template: first install first piece of template, the seam crossing first piece and second piece template installs institute
Stating an explosion-proof membrane module of word piece, then install second piece of template, the seam crossing at the first and second die head is installed afterwards
The described explosion-proof membrane module of cross piece, then install the 3rd piece of template, by preceding method install a described explosion-proof membrane module of word piece,
4th piece of template and the explosion-proof membrane module of cross piece, and the rest may be inferred, completes the installation of ground floor template；
2) second layer template is installed: first a described explosion-proof module of word piece is installed on the upper edge in first piece of template of ground floor
Part；A described explosion-proof membrane module of word piece is installed, first in first piece of template of the second layer and the seam crossing of second piece of template
A described explosion-proof membrane module of word piece is installed on the upper edge of second piece of template of layer, then installs second piece of template of the second layer；Afterwards, according to this
Analogize, complete the installation of second layer template；
3) according to above-mentioned steps 2) erection sequence, be sequentially completed the installation of other each layer template；
4) time heel and main heel are installed outside template, and by split bolt by the most fixing for spliced template；
5) correcting the position of each template, fasten split bolt, then the fastening explosion-proof die component of cross, fastens an explosion-proof mould of word
Component, completes setting up of template.
The explosion-proof membrane module of word piece used in said method is by l-shaped member and has certain length and cross sectional shape is
The T-shaped component composition of T-shaped, on the steel plate constituting described T-shaped component vertical plate, interval is formed with multiple R-joining being parallel to each other；
The diameter of described l-shaped member adapts with the width of described R-joining, and quantity is identical with R-joining quantity, during use, makes the described lumps of wood
Abut against the both sides of the vertical plate of described T-shaped component, each l-shaped member is inserted respectively in a R-joining, and to wall direction
Tap described l-shaped member, adjacent forms is fastened.
Preferably, described R-joining is 15～45 ° with the angle of described T-shaped structure horizontal plate.
The explosion-proof membrane module of cross piece used in said method includes the cross member of grafting and returns back to top component, described ten
Word component is made up of the 1st steel plate, cross steel plate and screw rod, and a cross end face of described cross steel plate and the 1st Interal fixation are even
Connect, fix with the end face of described screw rod at the decussation of another cross end face and be connected；The length of the described component that returns back to top is more than institute
State the length of cross steel plate, in the described component that returns back to top, be formed with the shape phase of the cross steel plate with described cross member and screw rod
The accommodation space adapted to, during use, described screw rod passes away from one end of described 1st steel plate from the described component that returns back to top, and passes through
Nut is locked.
Beneficial effects of the present invention is as follows:
1, safety is enhanced:
In setting up template procedure, place the explosion-proof die component of cross piece at template cross edge joint position, at a word edge joint position
Place an explosion-proof die component of word piece, in both sides, the edge joint position of template is extruded respectively by two kinds of components, preferably protect
Demonstrate,prove the integrity of template system, can effectively prevent from causing template cross when concreting owing to lateral stress is excessive
Piece and the quick-fried mould phenomenon of a word edge joint position, prevent simultaneously due to reinforce not in place or decussation and a word edge joint position without
The concrete that method reaches stress equilibrium and causes caves in the generation of situation.
2, improve work efficiency:
The method of the present invention, simple to operate, easy construction, decrease working strength, set up and concrete carrying out template
Work efficiency and construction quality can be greatly improved, it is possible to save labour cost more than 30% when pouring.
3, improve the number of turnover of template, save production cost:
One word piece of template and cross edge joint position can be caused bigger loss, the present invention by traditional template construction method
Template construction method protect four limits and the corner of template, decrease the loss of template, improve the number of turnover of template, subtract
Lack the secondary caused due to quick-fried mould to repair, saved artificial, cost-effective 4～5 yuan than traditional method every square metre.
4, the flatness of the finished product that the template set up by this method is completed and impression quality all pour than traditional method
Concrete walls weight is high, and at all kinds of building surface in big industrial factories, underground garage, large supermarket is even equal on road and bridge
Large-area promotion and application can be carried out.
Accompanying drawing explanation
Fig. 1 is the structural representation of the reinforced concrete wall template that the method by the present invention is set up；Top view；
Fig. 2 is the structural representation of the dagger used in the method for the present invention；
Fig. 3 is the structural representation of the explosion-proof membrane module of cross piece used in the method for the present invention；
Fig. 4 is the structural representation of the explosion-proof membrane module of word piece used in the method for the present invention；
Fig. 5 is the side structure schematic diagram of in-line component in Fig. 4；
Fig. 6 is the structural representation of the l-shaped member used in the method for the present invention；
Fig. 7 is in the method for the present invention, the mounting structure schematic diagram of an explosion-proof membrane module of word piece；
Fig. 8 is in the method for the present invention, template tentatively install after structural representation；
Fig. 9 is in the method for the present invention, installs the structural representation after main heel, secondary heel and split bolt；
Figure 10 is in the method for the present invention, template set up after structural representation.
In figure:
10. cross piece explosion-proof membrane module 11. dagger 11a. the 1st steel plate
11b. cross steel plate 11c. screw rod 12. returns back to top component 13. nut
14. lumps of wood 15. split bolt 16. template 17. foundation wall
20. 1 word piece explosion-proof membrane module 21.T shape component 22.L shape component 23. R-joining
Detailed description of the invention
Below in conjunction with the accompanying drawings the reinforced concrete wall template erection method of the present invention is described in detail.
See Fig. 1 and Fig. 8-10.As a example by 2 layers of template, 3 pieces of templates of every layer of installation to be installed, the method for the present invention is entered below
Row explanation.
The erection method of the reinforced concrete wall template of the present invention, by the explosion-proof membrane module of word piece 20 and a lumps of wood 14
A word piece between adjacent two templates is reinforced, between using the explosion-proof membrane module of cross piece 10 to four pieces of adjacent templates
The cross piece formed is reinforced.Seeing the embodiment shown in Fig. 9-10, this erection method comprises the following steps:
Ground floor template is first installed: first installing 1# template, the seam crossing in 1# and 2# template installs an explosion-proof mould of word piece
Assembly 20, then installs 2# template, and the seam crossing at 1# and 2# die head installs the explosion-proof membrane module of cross piece 10 afterwards, then
3# template is installed.
If there being ground floor to have more multi-template, just continue an explosion-proof membrane module of word piece 20,4# mould are installed by preceding method
Plate and the explosion-proof membrane module of cross piece 10, and the rest may be inferred, completes the installation of other template of ground floor.
Installing second layer template again: see Fig. 8, first an explosion-proof membrane module of word piece 20 is installed on the upper edge in 1# template；?
First piece of template of the second layer and second piece of template, the i.e. seam crossing of 4#, 5# template install an explosion-proof membrane module of word piece 20,
An explosion-proof membrane module of word piece 20 is installed on the upper edge of 2# template, then installs 5# template.
Equally, if the 2nd layer has more template, then the installation of second layer template is completed according to said method.
If there being more layers template to need to install, then according to the method for the 2nd layer of template of above-mentioned installation, it is sequentially completed other each layer
The installation of template.
After the template installing all layers, install outside template time heel and main heel and with an explosion-proof membrane module of word
The matching used lumps of wood 14.By split bolt 15 by the most fixing for spliced template 16.
Then, correct the position of each template, fasten split bolt 15, fasten the explosion-proof membrane module of cross 10, fasten a word and prevent
Quick-fried membrane module, completes setting up of template.The construction of foundation wall 17 can be carried out afterwards.
The structure of the explosion-proof membrane module of word piece used in said method is as Figure 4-Figure 7.A described word piece
Explosion-proof membrane module 20 is by l-shaped member 22 and has certain length and T-shaped component 21 that cross sectional shape is T-shaped forms, and is constituting T
On the steel plate of shape component vertical plate 21a (with the direction of T word as reference), interval is formed with multiple R-joining 23 being parallel to each other, R-joining
The angle of 23 and described T-shaped structure horizontal plate 21b is preferably 15～45 °, to reach to fasten purpose.The diameter of described l-shaped member 22
Adapting with the width of described R-joining 23, quantity is identical with R-joining quantity, is advisable in being stuck in R-joining 23 with l-shaped member 22.Make
Used time, make the described lumps of wood abut against the both sides of vertical plate 21a of T-shaped component, each l-shaped member is inserted respectively in a R-joining
And make the minor face of l-shaped member ride on the lumps of wood (to prevent it from dropping), then tap l-shaped member to wall direction, to adjacent forms
Fasten.Owing to forming angle between the horizontal plate 21b of R-joining 23 and T-shaped component, so along with the level of l-shaped member is moved
Dynamic, T-shaped component constantly moves to foot wall lateral direction, until to L-type component no longer move time, an explosion-proof membrane module of word piece
Fastening completes, and is finally completed the reinforcing of template one word edge joint position.
In said method, the structure of the explosion-proof membrane module of cross piece 10 of use is as shown in Figure 2,3, including the cross of grafting
Component 11 returns back to top component 12.Described cross member is made up of the 1st steel plate 11a, cross steel plate 11b, screw rod 11c and nut 13, institute
State the cross end face of cross steel plate 11a and the 1st steel plate 11b is fixing connects, at the decussation of another cross end face and institute
State the fixing connection of end face of screw rod 11c.The length of the described component 12 that the returns back to top length more than described cross steel plate 11b.Described
Return back to top and be formed with the accommodating sky that the shape of cross steel plate 11b and screw rod 11c with described cross member 11 adapts in component 12
Between, during use, screw rod 11c passes from component 12 one end away from the 1st steel plate 11a that returns back to top, and is locked by nut 13.
Claims (4)
1. the erection method of a reinforced concrete wall template, it is characterised in that: by the explosion-proof membrane module of word piece and a side
A word piece between adjacent two templates is reinforced by wood, between using the explosion-proof membrane module of cross piece to four pieces of adjacent templates
The cross piece formed is reinforced, and described erection method comprises the following steps:
1) installing ground floor template: first install first piece of template, the seam crossing first piece and second piece template installs described one
The explosion-proof membrane module of word piece, then installs second piece of template, and the seam crossing at the first and second die head is installed described afterwards
The explosion-proof membrane module of cross piece, then install the 3rd piece of template, by preceding method install a described explosion-proof membrane module of word piece, the 4th
Block template and the explosion-proof membrane module of cross piece, and the rest may be inferred, completes the installation of ground floor template；
2) second layer template is installed: first a described explosion-proof membrane module of word piece is installed on the upper edge in first piece of template of ground floor；?
First piece of template of the second layer and the seam crossing of second piece of template install a described explosion-proof membrane module of word piece, at ground floor second
A described explosion-proof membrane module of word piece is installed on the upper edge of block template, then installs second piece of template of the second layer；Afterwards, the rest may be inferred,
Complete the installation of second layer template；
3) according to above-mentioned steps 2) erection sequence, be sequentially completed the installation of other each layer template；
4) time heel and main heel are installed outside template, and by split bolt by the most fixing for spliced template；
5) correcting the position of each template, fasten split bolt, then the fastening explosion-proof membrane module of cross, fastens an explosion-proof module of word
Part, completes setting up of template.
Erection method the most according to claim 1, it is characterised in that: a described explosion-proof membrane module of word piece is by l-shaped member
With there is certain length and T-shaped component that cross sectional shape is T-shaped composition, on the steel plate constituting described T-shaped component vertical plate between
Every being formed with multiple R-joining being parallel to each other；The diameter of described l-shaped member adapts with the width of described R-joining, quantity and R-joining
Quantity is identical, during use, makes the described lumps of wood abut against the both sides of vertical plate of described T-shaped component, each l-shaped member is inserted respectively
Enter in a R-joining, and tap described l-shaped member to wall direction, adjacent forms is fastened.
Erection method the most according to claim 2, it is characterised in that: described R-joining and the angle of described T-shaped structure horizontal plate
It it is 15～45 °.
Erection method the most according to claim 1, it is characterised in that: the described explosion-proof membrane module of cross piece includes grafting
Cross member and the component that returns back to top, described cross member is made up of the 1st steel plate, cross steel plate and screw rod, the one of described cross steel plate
Individual cross end face and the 1st Interal fixation connect, and fix with the end face of described screw rod and be connected at the decussation of another cross end face；
The length of the described component that returns back to top, more than the length of described cross steel plate, is formed and described cross member in the described component that returns back to top
Cross steel plate and the accommodation space that adapts of the shape of screw rod, during use, described screw rod from the described component that returns back to top away from described
One end of 1st steel plate passes, and is locked by nut.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610409916.1A CN106088579B (en) | 2016-06-12 | 2016-06-12 | The erection method of reinforced concrete wall template |
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610409916.1A CN106088579B (en) | 2016-06-12 | 2016-06-12 | The erection method of reinforced concrete wall template |
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| CN106088579A true CN106088579A (en) | 2016-11-09 |
| CN106088579B CN106088579B (en) | 2018-03-16 |
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Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108035539A (en) * | 2018-01-08 | 2018-05-15 | 上海建工二建集团有限公司 | A kind of sleeper plate device and the method using its construction assembled building sleeper |
| CN110242037A (en) * | 2019-05-28 | 2019-09-17 | 深圳市前海荣群铝业科技有限公司 | A kind of metope aluminum alloy pattern plate and processing method |
| CN110552501A (en) * | 2019-08-30 | 2019-12-10 | 中国一冶集团有限公司 | High-space large-span steel reinforced concrete structure beam hanging formwork construction reinforcing structure and construction method thereof |
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| CN2084959U (en) * | 1990-12-24 | 1991-09-18 | 赵国和 | High-speed combined light shuttering |
| KR100352628B1 (en) * | 2002-02-04 | 2002-09-18 | (주)케이디 엔지니어링 건축사사무소 | A panel fixture of mold form |
| US8574471B2 (en) * | 2010-03-23 | 2013-11-05 | Lawrence M. Prater | System and method for forming concrete structures |
| CN203531376U (en) * | 2013-08-27 | 2014-04-09 | 赵景卫 | Grouted aggregate concrete wall formwork |
| CN204456866U (en) * | 2015-01-13 | 2015-07-08 | 李震 | Construction formwork syndeton |
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2016
- 2016-06-12 CN CN201610409916.1A patent/CN106088579B/en active Active
Patent Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN2084959U (en) * | 1990-12-24 | 1991-09-18 | 赵国和 | High-speed combined light shuttering |
| KR100352628B1 (en) * | 2002-02-04 | 2002-09-18 | (주)케이디 엔지니어링 건축사사무소 | A panel fixture of mold form |
| US8574471B2 (en) * | 2010-03-23 | 2013-11-05 | Lawrence M. Prater | System and method for forming concrete structures |
| CN203531376U (en) * | 2013-08-27 | 2014-04-09 | 赵景卫 | Grouted aggregate concrete wall formwork |
| CN204456866U (en) * | 2015-01-13 | 2015-07-08 | 李震 | Construction formwork syndeton |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108035539A (en) * | 2018-01-08 | 2018-05-15 | 上海建工二建集团有限公司 | A kind of sleeper plate device and the method using its construction assembled building sleeper |
| CN110242037A (en) * | 2019-05-28 | 2019-09-17 | 深圳市前海荣群铝业科技有限公司 | A kind of metope aluminum alloy pattern plate and processing method |
| CN110242037B (en) * | 2019-05-28 | 2021-04-30 | 深圳市前海荣群铝业科技有限公司 | Wall aluminum formwork and processing method |
| CN110552501A (en) * | 2019-08-30 | 2019-12-10 | 中国一冶集团有限公司 | High-space large-span steel reinforced concrete structure beam hanging formwork construction reinforcing structure and construction method thereof |
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| Publication number | Publication date |
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| CN106088579B (en) | 2018-03-16 |
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