CN205476441U - Concrete wall template structure - Google Patents
Concrete wall template structure Download PDFInfo
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- CN205476441U CN205476441U CN201620136861.7U CN201620136861U CN205476441U CN 205476441 U CN205476441 U CN 205476441U CN 201620136861 U CN201620136861 U CN 201620136861U CN 205476441 U CN205476441 U CN 205476441U
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- back cord
- stupefied
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Abstract
The utility model discloses a concrete wall template structure, including the stupefied split bolt of main stupefied, the inferior back of the body of the back of the body, square washer and polymer template, the stupefied side's pipe by two parallel arrangement of the main back of the body constitutes to the end connection spare of fixed connection two piece square pipes is equipped with at the main stupefied both ends of the back of the body, be equipped with the fixed orifices on end connection spare, and the clearance department of fixed hole position between two square pipes, the equidistant form setting hole that is equipped with the inferior back of the body is stupefied, the stupefied form setting hole parallel mount that passes through of the inferior back of the body is in the polymer template, split bolt will mainly carry on the back stupefied compressing tightly perpendicularly on the inferior back of the body is stupefied after passing square washer, main clearance of carrying on the back between two stupefied square pipes and polymer template. This wall form structure adopts the thin steel preparation to steel generation wood can have enough to meet the need the use for a long time, and primary member standardization, modulization, suitability are strong, and the construction is simple, convenient, fast, and the intensity of template is big, rigidity big, stable good.
Description
Technical field
This utility model relates to a kind of building construction formwork structure, a kind of formwork structure for concrete wall.
Background technology
At present, during existing concrete wall template construction, mostly use wooden materials, not only can not have enough to meet the need use, and structural strength is the most poor, it is impossible to accurately ensure physical dimension and the surface smoothness of concrete component, it is difficult to reach the effect of clear-water concrete.
Utility model content
Utility model purpose: a kind of wall form structure be easy to and construct and structural strength is high is provided.
Technical scheme: concrete wall formwork structure described in the utility model, including main back cord, secondary back cord split bolt, square washer and chelating polymer template；Main back cord is made up of two square tubes be arrangeding in parallel, and is provided with the fixing end coupling connecting two square tubes at the two ends of main back cord；End coupling is provided with fixing hole, and the gap location that fixed hole position is between two square tubes；Secondary back cord is equidistantly provided with model sheetinstallat hole；Secondary back cord is installed in parallel on chelating polymer template by model sheetinstallat hole；Split bolt through square washer, main back cord two square tubes gap and chelating polymer template after by main back cord vertical compression on secondary back cord.
Use two square tubes of be arrangeding in parallel to constitute main back cords to be effectively improved and connect stupefied structural strength, be also prevented from connecting simultaneously and stupefied overturn after mounting, there is preferable stability；Use end coupling that two square tubes can be made to be relatively fixed, also allow for fixing hole and be connected stupefied sloped-end connection with body of wall external corner；Use model sheetinstallat hole can facilitate being relatively fixed between chelating polymer template and secondary back cord, it is ensured that the flatness of chelating polymer template installation and stability；Use square washer that the bolt cap of split bolt can either be prevented through the gap two square tubes of main back cord, the pressure equilibrium that split bolt is applied in two square tubes can be made again.
It is the setting that is spacedly distributed as further restriction scheme of the present utility model, main back cord and time back cord.Use and the uniformity being able to ensure that template stress is set at equal intervals.
As further restriction scheme of the present utility model, end coupling is the angle steel being vertically set in two square tubes of main back cord, and two right-angle sides of angle steel and square tube form right angle triangle；On the right-angle side of the relative inner that fixing hole is arranged on main back cord two ends angle steel.Use angle steel as end coupling, make the perforate of fixing hole towards becoming 45 degree of inclinations with the length direction of square tube, it is simple to the stupefied perpendicular connection of connection with body of wall external corner.
Compared with prior art, it provides the benefit that this utility model: (1) uses two square tubes of be arrangeding in parallel to constitute main back cords and can be effectively improved and connect stupefied structural strength, is also prevented from connecting simultaneously and stupefied overturns after mounting, has preferable stability；(2) use end coupling that two square tubes can be made to be relatively fixed, also allow for fixing hole and be connected stupefied sloped-end connection with body of wall external corner；(3) model sheetinstallat hole is used can to facilitate being relatively fixed between chelating polymer template and secondary back cord, it is ensured that the flatness of chelating polymer template installation and stability；(4) use square washer that the bolt cap of split bolt can either be prevented through the gap two square tubes of main back cord, the pressure equilibrium that split bolt is applied in two square tubes can be made again.
Accompanying drawing explanation
Fig. 1 is forward sight structural representation of the present utility model；
Fig. 2 is plan structure schematic diagram of the present utility model.
In figure: 1, main back cord, 2, secondary back cord, 3, split bolt, 4, square washer, 5, chelating polymer template, 6, model sheetinstallat hole, 7, end coupling, 8, fixing hole.
Detailed description of the invention
Below in conjunction with the accompanying drawings technical solutions of the utility model are described in detail, but protection domain of the present utility model is not limited to described embodiment.
Embodiment 1:
As illustrated in fig. 1 and 2, concrete wall formwork structure of the present utility model includes: main back cord 1, secondary back cord 2 split bolt 3, square washer 4 and chelating polymer template 5.
Wherein, main back cord 1 is made up of two square tubes be arrangeding in parallel, and is provided with the fixing end coupling 7 connecting two square tubes at the two ends of main back cord 1；End coupling 7 is provided with fixing hole 8, and the gap location that fixing hole 8 is between two square tubes；Secondary back cord 2 is equidistantly provided with model sheetinstallat hole 6；Secondary back cord 2 is installed in parallel on chelating polymer template 5 by model sheetinstallat hole 6；Split bolt 3 through square washer 4, main back cord 1 two square tubes gap and chelating polymer template 5 after by main back cord 1 vertical compression on secondary back cord 2；Main back cord 1 and time back cord 2 are the setting that is spacedly distributed；End coupling 7 is the angle steel being vertically set in two square tubes of main back cord 1, and two right-angle sides of angle steel and square tube form right angle triangle；On the right-angle side of the relative inner that fixing hole 8 is arranged on main back cord 1 two ends angle steel.
Concrete wall formwork structure of the present utility model is when carrying out selection and making, and the length of main back cord 1 and time back cord 2 is pressed standard module and made, and from 600mm～4000mm length, according to any spelling of building different size, can be diverted to multiple projects week；The 50*30*2.5 rectangular tube that main back cord 1 uses two sectional dimensions identical is welded, conventional main back cord 1 model, is incremented by from 600mm～4000mm, can meet the construction of random length shear wall in units of 100mm；Secondary back cord 2 uses the zinc-plated square tube of 40*40*2, intensity is big and lightweight, secondary back cord 2 directly contacts chelating polymer template 5, play the effect of chelating polymer template 5 support frame, the secondary single weight of back cord 2 is respectively less than 10kg, it is equipped with the model sheetinstallat hole 6 of penetrating thick stick body, so time back cord 2 on secondary back cord 2 thick stick body just to be coupled together with chelating polymer template 5 by nail, separate operaton when facilitating workman to construct and lifting requirements.
Concrete wall formwork structure of the present utility model, when construction, first installs chelating polymer template 5 according to the construction drawing of wall；After chelating polymer template 5 installs, secondary back cord 2 vertically and is arranged by certain spacing is parallel, and utilize nail to pass model sheetinstallat hole 6 to couple together with chelating polymer template 5；Again according to the installation site layout split bolt 3 of main back cord 1 on body of wall two side template；After treating that split bolt 3 installs, only need people's level to pick up main back cord 1 and worn to be placed on split bolt 3 and lock.
Concrete wall formwork structure major advantage of the present utility model is:
(1) main back cord 1 and time back cord 2 of template uses light-gauge steel section to make, and with steel generation wood, can have enough to meet the need use for a long time.
(2) main member standardization, modularization, the suitability is strong, and main back cord 1 and time back cord 2 length are pressed standard module and made, from 600mm ~ 4000mm length, according to any spelling of building different size,
Multiple projects can be diverted to week.
(3) constructing simply, conveniently, speed is fast, and this wall form structure is pacified, torn open simply, and speed of application soon, compared with traditional formwork support process, can improve work efficiency 15%～20%；This wall form structure uses and dissipates the assembling of spell shape formula, and wall structure can be constructed with floor construction simultaneously.
(4) template strength is big, rigidity is big, good stability, and formwork reinforcement system uses zinc-plated square tube, rectangular tube, has higher intensity and rigidity, and stability is good, and template is born lateral pressure and be can reach 65KN/m2, accurately ensure physical dimension and the surface smoothness of concrete component, reach clear-water concrete effect.
Although as it has been described above, represented and described this utility model with reference to specific preferred embodiment, but it shall not be construed as the restriction to this utility model self.Under the spirit and scope premise of the present utility model defined without departing from claims, can various changes can be made in the form and details to it.
Claims (3)
1. a concrete wall formwork structure, it is characterised in that: include main back cord (1), secondary back cord (2), split bolt (3), square washer (4) and chelating polymer template (5)；Main back cord (1) is made up of two square tubes be arrangeding in parallel, and is provided with the fixing end coupling (7) connecting two square tubes at the two ends of main back cord (1)；End coupling (7) is provided with fixing hole (8), and the gap location that fixing hole (8) is between two square tubes；Secondary back cord (2) is equidistantly provided with model sheetinstallat hole (6)；Secondary back cord (2) is installed in parallel on chelating polymer template (5) by model sheetinstallat hole (6)；Split bolt (3) through square washer (4), main back cord (1) two square tubes gap and chelating polymer template (5) after by main back cord (1) vertical compression on secondary back cord (2).
Concrete wall formwork structure the most according to claim 1, it is characterised in that: main back cord (1) and time back cord (2) are the setting that is spacedly distributed.
Concrete wall formwork structure the most according to claim 1 and 2, it is characterised in that: end coupling (7) is for being vertically set on the angle steel in two square tubes of main back cord (1), and two right-angle sides of angle steel and square tube form right angle triangle；On the right-angle side of the relative inner that fixing hole (8) is arranged on main back cord (1) two ends angle steel.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620136861.7U CN205476441U (en) | 2016-02-23 | 2016-02-23 | Concrete wall template structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620136861.7U CN205476441U (en) | 2016-02-23 | 2016-02-23 | Concrete wall template structure |
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| Publication Number | Publication Date |
|---|---|
| CN205476441U true CN205476441U (en) | 2016-08-17 |
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| CN201620136861.7U Active CN205476441U (en) | 2016-02-23 | 2016-02-23 | Concrete wall template structure |
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Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108571166A (en) * | 2017-03-10 | 2018-09-25 | 五冶集团上海有限公司 | A kind of deformation joint formwork construction method |
| CN110094056A (en) * | 2019-05-17 | 2019-08-06 | 深汕特别合作区磐汩新材料有限公司 | A kind of template grid |
| CN110106908A (en) * | 2019-05-13 | 2019-08-09 | 中国十七冶集团有限公司 | A kind of independent foundation under column concrete instead fills quickly peace and tears typified form open |
| CN110145117A (en) * | 2018-12-12 | 2019-08-20 | 中建四局第六建筑工程有限公司 | A kind of ruggedized construction of ultra-long and ultra-thick core tube template |
| CN110230392A (en) * | 2019-06-17 | 2019-09-13 | 中国建筑第四工程局有限公司 | A kind of thin template of aluminum |
| CN115772994A (en) * | 2021-09-06 | 2023-03-10 | 瑞洲建设集团有限公司 | Frame structure basement wall wood formwork installation construction method |
-
2016
- 2016-02-23 CN CN201620136861.7U patent/CN205476441U/en active Active
Cited By (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108571166A (en) * | 2017-03-10 | 2018-09-25 | 五冶集团上海有限公司 | A kind of deformation joint formwork construction method |
| CN110145117A (en) * | 2018-12-12 | 2019-08-20 | 中建四局第六建筑工程有限公司 | A kind of ruggedized construction of ultra-long and ultra-thick core tube template |
| CN110106908A (en) * | 2019-05-13 | 2019-08-09 | 中国十七冶集团有限公司 | A kind of independent foundation under column concrete instead fills quickly peace and tears typified form open |
| CN110094056A (en) * | 2019-05-17 | 2019-08-06 | 深汕特别合作区磐汩新材料有限公司 | A kind of template grid |
| CN110094056B (en) * | 2019-05-17 | 2023-12-12 | 深圳市磐汩新材料有限公司 | Template grid |
| CN110230392A (en) * | 2019-06-17 | 2019-09-13 | 中国建筑第四工程局有限公司 | A kind of thin template of aluminum |
| CN115772994A (en) * | 2021-09-06 | 2023-03-10 | 瑞洲建设集团有限公司 | Frame structure basement wall wood formwork installation construction method |
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