CN112196260A - Assembly type template of foreign-style house outer eave concrete structure and construction method thereof - Google Patents
Assembly type template of foreign-style house outer eave concrete structure and construction method thereof Download PDFInfo
- Publication number
- CN112196260A CN112196260A CN202010908693.XA CN202010908693A CN112196260A CN 112196260 A CN112196260 A CN 112196260A CN 202010908693 A CN202010908693 A CN 202010908693A CN 112196260 A CN112196260 A CN 112196260A
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- cover plate
- apron
- foreign
- support rods
- keel
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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
- E04G13/00—Falsework, forms, or shutterings for particular parts of buildings, e.g. stairs, steps, cornices, balconies foundations, sills
- E04G13/06—Falsework, forms, or shutterings for particular parts of buildings, e.g. stairs, steps, cornices, balconies foundations, sills for stairs, steps, cornices, balconies, or other parts corbelled out of the wall
- E04G13/066—Falsework, forms, or shutterings for particular parts of buildings, e.g. stairs, steps, cornices, balconies foundations, sills for stairs, steps, cornices, balconies, or other parts corbelled out of the wall for overhangs
-
- 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
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- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Mechanical Engineering (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Bridges Or Land Bridges (AREA)
Abstract
The invention discloses an assembly type template of a foreign-style house outer eave special-shaped concrete structure and a construction method thereof, wherein the assembly type template comprises four corner keels, two vertical support rods and a plurality of transverse support rods, the corner keels are distributed at four corners, the vertical support rods are spliced with the two corner keels in the length direction, the transverse support rods are distributed between the two vertical support rods at intervals in parallel, the corner keels, the vertical support rods and the transverse support rods are matched to form a template keel support, two ends of the keel support in the width direction are respectively provided with a first cover plate, a second cover plate with the length equal to the distance between the two first cover plates and a third cover plate with the length larger than the distance between the two first cover plates are arranged in the length direction, and a plurality of auxiliary cover plates are matched with the side wall of the second cover plate, the side wall of the first cover plate and the side wall of the third cover plate. The concrete of the invention has good appearance and can be repeatedly used when being constructed in the same project, thus saving the cost.
Description
Technical Field
The invention relates to the technical field of building construction, in particular to an assembly type template of an ocean room outer eave special-shaped concrete structure and a construction method thereof.
Background
In the special-shaped concrete structure part, if a common template supporting method is adopted, the following problems can be caused:
1. the special-shaped concrete has various appearance changes, and is complex to splice by using a common wood template, high in difficulty, poor in processing precision and poor in appearance quality forming.
2. The template reinforcement is labor-consuming and time-consuming, and the utilization rate of construction materials is low.
3. The high-altitude assembly operation time is long, the danger of injury of the head of a person or falling of the person is easily caused, and the operation is extremely unsafe.
Disclosure of Invention
The technical problem to be solved by the invention is as follows: the assembled template of the foreign-style house outer eave concrete structure and the construction method thereof are provided, and the problems of complex splicing, difficulty in beating, poor precision and poor appearance quality forming of the traditional template are solved.
In order to solve the technical problems, the technical scheme adopted by the invention is as follows:
the utility model provides an assembled template of foreign-style house eave special-shaped concrete structure, including four angle keels, two upright vaulting poles and a plurality of stull, the angle keel bone distributes in four corners, upright vaulting pole is in the same place with the concatenation of two length direction's angle keel bone, stull interval parallel distribution is between two upright vaulting poles, the angle keel bone, upright vaulting pole and the cooperation of stull form template keel bracket, respectively set up a first apron at keel bracket width direction's both ends, be provided with length equal to two first apron interval's second apron and length and be greater than the third apron of two first apron intervals in length direction, still a plurality of supplementary apron, supplementary apron and the lateral wall of second apron, the lateral wall of first apron, the lateral wall cooperation that the third apron extends to the first apron outside forms pours the chamber.
And split bolt mounting holes are formed in the second cover plate and the third cover plate.
The split bolt mounting holes are internally provided with split bolts in a penetrating mode, and the second cover plate and the third cover plate are fixed together through the split bolts.
And a scaffold tube for fixing the split bolt is arranged outside the template.
The distance between the transverse supporting rods is 400-500 mm.
The top surfaces and the mutually matched side surfaces of all parts of the keel support are planed.
The construction method of the assembly type template utilizing the foreign eave special-shaped concrete structure of the ocean room comprises the following steps:
firstly, processing a first cover plate, a second cover plate, a third cover plate and an auxiliary cover plate according to the special-shaped size of an outer eave of a foreign-style house, then processing an angle keel, a vertical stay bar and a transverse stay bar required by a keel bracket according to the size of the cover plate, and planing each mounting surface of the angle keel, the vertical stay bar and the transverse stay bar;
step two, distributing the angle keel at four corners, splicing the vertical support rods with the two angle keel in the length direction, distributing the transverse support rods between the two vertical support rods at intervals in parallel, and matching the angle keel, the vertical support rods and the transverse support rods to form a template keel bracket;
step three, arranging a first cover plate at each of two ends of the keel bracket in the width direction, placing a second cover plate and a third cover plate in the length direction, placing two auxiliary cover plates parallel to the second cover plate on one side of the second cover plate far away from the third cover plate, placing an auxiliary cover plate vertical to the third cover plate parallel to the first cover plate, and matching the side walls of the auxiliary cover plates and the second cover plate, the side wall of the first cover plate and the side wall of the third cover plate extending to the outer side of the first cover plate to form a concave pouring cavity;
and step four, installing scaffold pipes outside the template, processing split bolt installation holes on the second cover plate and the third cover plate, penetrating split bolts in the split bolt installation holes, fixing the split bolts on the scaffold pipes, and completing assembly.
The invention has the beneficial effects that: the concrete has good appearance forming and is well received by the owners;
when the same project is constructed, the device can be repeatedly used, so that the cost is saved; the materials are commonly used on the main construction site, and local materials are convenient to use on the site; the template forming process is mainly carried out in a processing field, so that the overhead operation is reduced, and the danger of the overhead operation is avoided.
Drawings
Fig. 1 is a main body structure view of the setting template of the present invention.
Fig. 2 is a forming diagram of the reinforced forming template of the invention.
Graphic notation: 1. angle fossil fragments, 2, upright vaulting pole, 3, horizontal brace, 4, first apron, 5, second apron, 6, third apron, 7, split bolt mounting hole, 8, design template, 9, split bolt, 10, foreign eave directly connecting section.
Detailed Description
The technical solutions in the embodiments of the present invention will be clearly and completely described below with reference to the drawings in the embodiments of the present invention, and it is obvious that the described embodiments are only a part of the embodiments of the present invention, and not all of the embodiments. All other embodiments, which can be derived by a person skilled in the art from the embodiments given herein without making any creative effort, shall fall within the protection scope of the present invention.
An assembly type template of a foreign-style house eave special-shaped concrete structure comprises four corner keels 1, two vertical support rods 2 and three transverse support rods 3, wherein the corner keels 1, the vertical support rods 2, the transverse support rods 3, a first cover plate 4, a second cover plate 5 and a third cover plate 6 are all made of wood boards with the width of 40mm, the length of 70mm and the thickness of 12mm, the corner keels 1 are distributed at four corners, the vertical support rods 2 are spliced with the two corner keels 1 in the length direction, the distance between the transverse support rods 3 is 400mm, the two vertical support rods 3 are distributed in parallel to meet the requirement of stress balance of the assembly template, the formed assembly template is guaranteed not to deform, the corner keels 1, the vertical support rods 2 and the transverse support rods 3 are matched to form a template keel support, all parts of the template keel support are tightly fixed through 50 iron nails, the length of the corner keels 1 is based on the length of the foreign-style house eave concrete structure in a drawing, the first cover plate 4 is respectively arranged at two ends, a second cover plate 5 with the length equal to the distance between the two first cover plates 4 and a third cover plate 6 with the length larger than the distance between the two first cover plates are arranged in the length direction, the solar cell further comprises six auxiliary cover plates 11, wherein the two auxiliary cover plates 11 are parallel to the first cover plates 4 and arranged on one side of the first cover plates, the two auxiliary cover plates are parallel to the second steel plate 5 and arranged on one side of the second cover plates, the two auxiliary cover plates are vertically connected with the second cover plates 5 and the two auxiliary cover plates parallel to the second cover plates 5, the auxiliary cover plates are matched with the side walls of the second cover plates 5, the side walls of the first cover plates 4 and the side walls of the third cover plates 6 extending to the outer side of the first cover plates 4 to form a pouring cavity, the pouring is of a concave structure, one end of the concave structure is connected with a building through an ocean shed outer eave direct-connection section 10, the first cover plates 4, the second cover plates 5, and the boards with tight abutted seams are strictly forbidden to be spliced by the boards which do not reach the standard (warped and bent), and the size deviation of the shaping template of the foreign-style house outer eave special-shaped concrete structure which is finally spliced and formed is within 2 mm.
The second apron 5 and the third apron 6 on seted up the diameter and be 14mm split bolt mounting hole 7, wear to be equipped with the split bolt 9 that the diameter is 12mm in the split bolt mounting hole, be in the same place second apron 5 and third apron 6 are fixed through the split bolt, run through one of them supplementary apron simultaneously to the split bolt, then the template is provided with the scaffold pipe that is used for fixed split bolt outward, the scaffold pipe is fixed at the both ends of split bolt.
The top surfaces and the mutually matched side surfaces of all parts of the keel support are planed.
The construction method of the assembly type template utilizing the foreign eave special-shaped concrete structure of the ocean room comprises the following steps:
firstly, processing a first cover plate 4, a second cover plate 5, a third cover plate 6 and an auxiliary cover plate 11 according to the special-shaped size of the outer eave of the foreign-style house, then processing corner keels 1, vertical support rods 2 and transverse support rods 3 required by a keel support according to the size of the cover plates, and planing the mounting surfaces of the corner keels 1, the vertical support rods 2 and the transverse support rods 3;
step two, distributing the angle keels 1 at four corners, splicing the vertical support rods 2 with the two angle keels 1 in the length direction together, distributing the transverse support rods between the two vertical support rods at intervals in parallel, and matching the angle keels 1, the vertical support rods 2 and the transverse support rods 3 to form a template keel support;
step three, arranging a first cover plate 4 at each end of the keel bracket in the width direction, placing a second cover plate 5 and a third cover plate 6 in the length direction, placing two auxiliary cover plates 11 parallel to the second cover plate 5 on one side of the second cover plate 5 far away from the third cover plate 6, placing auxiliary cover plates vertical to the third cover plate parallel to the first cover plate, matching the side walls of the auxiliary cover plates and the second cover plate, the side wall of the first cover plate and the side wall of the third cover plate extending to the outer side of the first cover plate to form a concave pouring cavity, and assembling into a shaping template 8;
fourthly, installing scaffold tubes on the outer sides of the templates, processing split bolt installation holes 7 in the second cover plate 5 and the third cover plate 6, penetrating split bolts in the split bolt installation holes, fixing the split bolts 9 on the scaffold tubes, and completing assembly.
Although embodiments of the present invention have been shown and described, it will be appreciated by those skilled in the art that changes, modifications, substitutions and alterations can be made in these embodiments without departing from the principles and spirit of the invention, the scope of which is defined in the appended claims and their equivalents.
Claims (7)
1. The utility model provides an assembled template of foreign eaves special-shaped concrete structure which characterized in that: including four angle fossil fragments, two upright vaulting poles and a plurality of stull, the angle fossil fragments distribute in four corners, upright vaulting pole is in the same place with two length direction's angle fossil fragments concatenation, stull interval parallel distribution is between two upright vaulting poles, the angle fossil fragments, upright vaulting pole and the cooperation of stull form template fossil fragments support, respectively set up a first apron at fossil fragments support width direction's both ends, be provided with length and be equal to two first apron interval's second apron and length and be greater than two first apron interval's third apron at length direction, still a plurality of supplementary apron, supplementary apron and the lateral wall of second apron, the lateral wall of first apron, the lateral wall cooperation that the third apron extends to the first apron outside forms pours the chamber.
2. The assembly type formwork of foreign eave special-shaped concrete structure of claim 1, wherein: and split bolt mounting holes are formed in the second cover plate and the third cover plate.
3. The assembly type formwork of foreign eave special-shaped concrete structure of claim 2, wherein: the split bolt mounting holes are internally provided with split bolts in a penetrating mode, and the second cover plate and the third cover plate are fixed together through the split bolts.
4. The assembly type formwork of foreign eave special-shaped concrete structure of claim 2, wherein: and a scaffold tube for fixing the split bolt is arranged outside the template.
5. The assembly type formwork of foreign eave special-shaped concrete structure of claim 1, wherein: the distance between the transverse supporting rods is 400-500 mm.
6. The assembly type formwork of foreign eave special-shaped concrete structure of claim 1, wherein: the top surfaces and the mutually matched side surfaces of all parts of the keel support are planed.
7. The construction method of the fabricated formwork for the foreign eave special-shaped concrete structure of the ocean floor according to any one of claims 1 to 6, wherein: the method comprises the following steps:
firstly, processing a first cover plate, a second cover plate, a third cover plate and an auxiliary cover plate according to the special-shaped size of an outer eave of a foreign-style house, then processing an angle keel, a vertical stay bar and a transverse stay bar required by a keel bracket according to the size of the cover plate, and planing each mounting surface of the angle keel, the vertical stay bar and the transverse stay bar;
step two, distributing the angle keel at four corners, splicing the vertical support rods with the two angle keel in the length direction, distributing the transverse support rods between the two vertical support rods at intervals in parallel, and matching the angle keel, the vertical support rods and the transverse support rods to form a template keel bracket;
step three, arranging a first cover plate at each of two ends of the keel bracket in the width direction, placing a second cover plate and a third cover plate in the length direction, placing two auxiliary cover plates parallel to the second cover plate on one side of the second cover plate far away from the third cover plate, placing an auxiliary cover plate vertical to the third cover plate parallel to the first cover plate, and matching the side walls of the auxiliary cover plates and the second cover plate, the side wall of the first cover plate and the side wall of the third cover plate extending to the outer side of the first cover plate to form a concave pouring cavity;
and step four, installing scaffold pipes outside the template, processing split bolt installation holes on the second cover plate and the third cover plate, penetrating split bolts in the split bolt installation holes, fixing the split bolts on the scaffold pipes, and completing assembly.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202010908693.XA CN112196260A (en) | 2020-09-02 | 2020-09-02 | Assembly type template of foreign-style house outer eave concrete structure and construction method thereof |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202010908693.XA CN112196260A (en) | 2020-09-02 | 2020-09-02 | Assembly type template of foreign-style house outer eave concrete structure and construction method thereof |
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| Publication Number | Publication Date |
|---|---|
| CN112196260A true CN112196260A (en) | 2021-01-08 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202010908693.XA Pending CN112196260A (en) | 2020-09-02 | 2020-09-02 | Assembly type template of foreign-style house outer eave concrete structure and construction method thereof |
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| CN (1) | CN112196260A (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113700297A (en) * | 2021-09-26 | 2021-11-26 | 晟通科技集团有限公司 | Formwork section bar and formwork frame |
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| CN208884995U (en) * | 2018-08-16 | 2019-05-21 | 北京天润建设有限公司 | A kind of anti-bank molding structure |
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| CN202416864U (en) * | 2011-12-14 | 2012-09-05 | 中建八局大连建设工程有限公司 | Combined variable steel template |
| CN203320955U (en) * | 2013-06-19 | 2013-12-04 | 泰兴市第一建筑安装工程有限公司 | Sports grandstand hanging mould formwork |
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| CN208884995U (en) * | 2018-08-16 | 2019-05-21 | 北京天润建设有限公司 | A kind of anti-bank molding structure |
| CN209099763U (en) * | 2018-10-26 | 2019-07-12 | 中航建筑工程有限公司 | Reinforcement type floats window template |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113700297A (en) * | 2021-09-26 | 2021-11-26 | 晟通科技集团有限公司 | Formwork section bar and formwork frame |
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Application publication date: 20210108 |
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