CN213115480U - Cast-in-place wall body fast-assembling mark mould strutting arrangement - Google Patents
Cast-in-place wall body fast-assembling mark mould strutting arrangement Download PDFInfo
- Publication number
- CN213115480U CN213115480U CN202021470983.2U CN202021470983U CN213115480U CN 213115480 U CN213115480 U CN 213115480U CN 202021470983 U CN202021470983 U CN 202021470983U CN 213115480 U CN213115480 U CN 213115480U
- Authority
- CN
- China
- Prior art keywords
- template
- balk
- cast
- wall body
- purlin
- Prior art date
- 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.)
- Active
Links
- 238000009415 formwork Methods 0.000 claims description 17
- 238000010276 construction Methods 0.000 abstract description 21
- 238000000034 method Methods 0.000 abstract description 16
- 230000008569 process Effects 0.000 abstract description 11
- 238000009434 installation Methods 0.000 description 11
- 230000007306 turnover Effects 0.000 description 7
- 229910000831 Steel Inorganic materials 0.000 description 4
- 230000004308 accommodation Effects 0.000 description 4
- 238000005553 drilling Methods 0.000 description 4
- 239000010959 steel Substances 0.000 description 4
- 230000000452 restraining effect Effects 0.000 description 3
- 239000002023 wood Substances 0.000 description 3
- 238000005034 decoration Methods 0.000 description 2
- 238000005516 engineering process Methods 0.000 description 2
- 238000004519 manufacturing process Methods 0.000 description 2
- 238000012986 modification Methods 0.000 description 2
- 230000004048 modification Effects 0.000 description 2
- 238000004064 recycling Methods 0.000 description 2
- 230000009286 beneficial effect Effects 0.000 description 1
- 230000015572 biosynthetic process Effects 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 238000011900 installation process Methods 0.000 description 1
- 238000012423 maintenance Methods 0.000 description 1
- 238000005192 partition Methods 0.000 description 1
- 238000004321 preservation Methods 0.000 description 1
Images
Classifications
-
- 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
- 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
- E04G11/12—Forms, which are completely dismantled after setting of the concrete and re-built for next pouring of elements and beams which are mounted during erection of the shuttering to brace or couple the elements
-
- 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
-
- 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
- E04G17/06—Tying means; Spacers ; Devices for extracting or inserting wall ties
- E04G17/065—Tying means, the tensional elements of which are threaded to enable their fastening or tensioning
- E04G17/0651—One-piece elements
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Mechanical Engineering (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
Abstract
The utility model discloses a quick-assembly mark mold supporting device for a cast-in-place wall body, which relates to the technical field of civil engineering construction, wherein supporting pieces are arranged in parallel, and the positions of the supporting pieces on the same position correspond to each other; and the mounting holes on the supporting pieces correspond in height position, so that the pull rod can horizontally penetrate through the mounting holes and fix the supporting pieces. The supporting piece and the template are matched with each other, so that a cast-in-place die surface is formed between the supporting piece and the template; the support pieces are provided with limiting structures, back purlin is arranged between every two adjacent support pieces, and the back purlin is matched with the limiting structures to limit the templates. The utility model provides a cast-in-place wall body mark mould strutting arrangement fast-assembling need not to cut, punch, nail etc. to the template, has improved the assembly efficiency of template; the back balk can be quickly installed or disassembled by constructors; the process is easy to master, the construction period is short, and the labor cost is saved; the expansion and deformation degree of the template can be reduced, so that the poured wall surface is smooth and flat.
Description
Technical Field
The utility model relates to a civil engineering construction technical field, concretely relates to cast-in-place wall body fast-assembling mark mould strutting arrangement.
Background
The cast-in-place formwork building is a house which adopts large tool type formworks and is used for pouring concrete bearing wall bodies on site by an industrialized method, and is suitable for houses, hotels and the like with more interior walls. Compared with prefabricated houses, investment in building prefabricated component factories and large-scale transportation equipment can be saved; compared with a frame structure house, the steel is saved, partition wall decoration is simple, beams and columns are not exposed in a room, the surface of a cast-in-place wall body is smooth, decoration workload can be reduced, labor intensity of workers is reduced, turnover of templates is fast, construction period is short, and the process is easy to master.
When a cast-in-place formwork building is constructed, for example, a cast-in-place self-maintenance heat-preservation wall body mold structure published in application number 201410019553.1 and application date 2014, 1 and 16 and a using method thereof are adopted, the thickness of a poured wall surface is controlled by adopting a supporting structure, and when the supporting structure is matched with a formwork for use, a plurality of mounting holes need to be drilled on the formwork, so that the integral structure of the formwork is damaged, the bearing capacity of the formwork is influenced, time and labor are wasted during mounting, and the construction efficiency is reduced.
For another example, application No. 201420872706.2, application date is a steel form and wood form combined structure that 2014 12, 24, the mode that the bolt passes back purlin is adopted, make back purlin and wood mould and steel mould zonulae occludens, this method needs to bore a plurality of mounting holes at the corresponding position of back purlin and wood mould and steel mould at constructor, need the manual operation of longer time, installation and dismantlement all consume time and energy, be unfavorable for the construction and the reuse of template subassembly, and because constructor has certain human error when drilling, form the dislocation between the adjacent template easily, and then cause the template subassembly to fix a position inaccurately, influence the construction quality of building engineering.
SUMMERY OF THE UTILITY MODEL
The utility model aims to provide a: in order to solve the existing problems, the utility model provides a cast-in-place wall body fast-assembly mark mould supporting device, which forms a supporting structure by arranging a mould plate between two adjacent supporting pieces, and connects the two supporting structures by passing a pull rod on the supporting pieces between the two supporting structures arranged side by side, thereby solving the problems of the prior art that the construction efficiency is low because the mould plate needs to be drilled or nailed; through set up the fixed back of body balk of restriction structure on support piece, make back of body balk can follow the opening part card that forms between restriction structure and the support body and go into to be fixed or taken out, solved the combination between template and the back of body balk and need the manual operation of longer time usually, the installation all consumes time hard with the dismantlement, is unfavorable for the problem of the building and recycling of template subassembly.
The utility model adopts the technical scheme as follows:
a quick-mounting standard formwork supporting device for a cast-in-place wall comprises a plurality of supporting pieces which are arranged side by side, wherein the positions of the supporting pieces at the same position correspond to each other; and the mounting holes on the supporting pieces correspond in height position, so that the pull rod can horizontally penetrate through the mounting holes and fix the supporting pieces.
By adopting the technical scheme, the position of the supporting piece and the position of the mounting hole in the supporting piece are limited, the pull rod is ensured to horizontally penetrate through the mounting hole and fix the supporting piece, drilling or nailing on the template is not needed, the assembling process is convenient, and the construction period is effectively shortened.
Furthermore, a template is arranged between two adjacent supporting pieces, and the supporting pieces and the template are matched with each other, so that a cast-in-place mould surface is formed between the supporting pieces and the template; the support pieces are provided with limiting structures, back purlin is arranged between every two adjacent support pieces, and the back purlin is matched with the limiting structures to limit the templates.
By adopting the technical scheme, the cast-in-place mould surface is formed by the mutual matching of the supporting piece and the template, so that the working procedure of drilling or nailing the template in the installation process is omitted; after the template is poured, the template can be detached and recycled and used in the next pouring, so that the turnover rate and the turnover frequency of the template are improved, and the construction cost is reduced; the limiting structure on the supporting piece has the functions of quickly installing and limiting the back balk.
Further, the thickness of the supporting piece is flush with that of the template, and the supporting piece and the template are pressed simultaneously when the back balk is matched with the limiting structure.
Due to the adoption of the technical scheme, the thickness of the supporting piece is flush with the template, so that the back purlin can limit the template in the horizontal direction, the template is effectively prevented from expanding and deforming, and the flatness of the poured wall surface is guaranteed.
Further, a vertical purlin is arranged between the adjacent supporting pieces, and the vertical purlin is vertically arranged; when the back balk is matched with the limiting structure, the back balk supports the vertical balk on the outer surface of the template.
Due to the adoption of the technical scheme, the vertical purlin can be arranged according to actual construction requirements, so that the distance between stress positions on the outer surface of the template is reduced, and the expansion and deformation degree of the template is small
Further, the back balk is transversely pressed on the vertical balk, and the back balk limits the vertical balk in the vertical direction, so that the vertical balk is propped against the template.
Due to the adoption of the technical scheme, the back column originally installed on the supporting piece is subjected to the pressure of the template, and the vertical column is subjected to the pressure of the template, so that the stress on the supporting piece is reduced, the number of fastening pieces can be reduced during the installation of the supporting piece, and the installation time is shortened; because the vertical square column is additionally arranged, the height of the assembling surface of the supporting piece can be increased, and the rigidity of the supporting piece is improved.
Furthermore, limit structure is including the bearing part that is fixed in support piece and the restriction part of being connected with bearing part, makes regional formation accommodation space between restriction part, bearing part and the support piece, accommodation space's opening is upwards, makes back of the body balk follow opening part card go into in the accommodation space by fixed or follow the opening part and get.
Due to the adoption of the technical scheme, the back purlin is limited by the limiting part and the bearing part together with the support piece, so that the back purlin is prevented from falling off due to the influences of collision, vibration and the like in the use process; the limiting structure is simple in structure and easy to produce and manufacture; through installing and restricting back purlin in the accommodation area who forms, can realize the quick combination between support piece and back purlin in the work progress, effectively must shorten construction cycle.
Furthermore, the template and the supporting piece are vertically arranged, the back balk is transversely arranged, and two ends of the back balk are respectively matched with the limiting structure; and a plurality of back purlins are arranged in parallel in the vertical direction of the adjacent supporting pieces, so that the back purlins transversely limit the template.
By adopting the technical scheme, the template is limited in the vertical direction through the supporting piece, the back purlin and the transverse limiting template are adopted, so that the supporting piece, the template and the back purlin are connected into a whole, the template can bear the pressure during pouring, the deformation degree is small, and the flatness of the poured wall surface is ensured.
Furthermore, the limiting structures on the two adjacent supporting pieces are opposite in position, so that when two ends of the same back purlin are matched with the limiting structures on the two adjacent supporting pieces, the limiting structures are respectively matched and fixed with two ends of the back purlin.
Due to the adoption of the technical scheme, the back purlin is fixed through the limiting structures with opposite positions on the two adjacent supporting pieces, the structure is simple, the two ends of the back purlin are fixed simultaneously during installation, the structure is stable, the back purlin is fixed without additionally installing bolts or screws, the process is easy to master, the back purlin is installed or disassembled quickly, and the problems that the combination between the template and the back purlin usually needs long-time manual operation, the installation and the disassembly are time-consuming and labor-consuming, and the construction and the reutilization of the template assembly are not facilitated are solved.
To sum up, owing to adopted above-mentioned technical scheme, the beneficial effects of the utility model are that:
1. the utility model discloses a device need not to cut, punch, nail etc. the template, has improved the assembly efficiency of template.
2. The utility model discloses a device can make constructor install fast or dismantle back of the body balk.
3. The utility model discloses a device, technology easily masters, and construction cycle is short, has practiced thrift the human cost.
4. The utility model discloses a device has improved the turnover rate and the turnover number of times of template, reduces construction cost.
5. The utility model discloses a device can reduce the inflation of template, deformation degree, makes the wall of pouring bright and clean, level and smooth.
Drawings
FIG. 1 is a top view of the cast-in-place wall quick-mounting formwork support device of the present invention;
FIG. 2 is a sectional view of the cast-in-place wall body quick-assembling mark mold supporting device of the utility model in the A-A direction;
fig. 3 is a schematic structural view of a cast-in-place wall body fast-assembling standard mold supporting device additionally provided with an embodiment of a vertical purlin of the utility model;
fig. 4 is a structural plan view of the cast-in-place wall body fast-assembling standard mold supporting device additionally provided with an embodiment of a vertical purlin of the utility model;
fig. 5 is a structural diagram of a supporting member of the embodiment of the present invention with a vertical column;
fig. 6 is a cross-sectional view in the direction of B-B of the support member of the embodiment of the present invention with the addition of a vertical brace.
The labels in the figure are: 200-supporting piece, 400-template, 500-back balk, cast-in-place mould surface-600, 700-pull rod, 900-vertical balk, 202-limiting structure, 221-bearing part, 222-limiting part and 203-mounting hole.
Detailed Description
The present invention will be described in detail with reference to the accompanying drawings.
In order to make the objects, technical solutions and advantages of the present invention more clearly understood, the present invention is further described in detail below with reference to the accompanying drawings and embodiments. It should be understood that the specific embodiments described herein are merely illustrative of the invention and are not intended to limit the invention.
Example 1
A quick-assembly formwork support device for a cast-in-place wall body is shown in figures 1 and 2 and comprises a plurality of support pieces 200 arranged side by side, wherein the support pieces 200 at the same position correspond to each other; and the mounting holes 203 on the support member 200 correspond in height position, so that the pull rod 700 horizontally passes through the mounting holes 203 and fixes the support member 200.
A formwork 400 is arranged between two adjacent supporting pieces 200, and the supporting pieces 200 and the formwork 400 are matched with each other, so that cast-in-place formwork surfaces 600 are formed on the supporting pieces 200 and the formwork 400; the supporting members 200 are provided with limiting structures 202, back purlin 500 is arranged between the adjacent supporting members 200, and the back purlin 500 is matched with the limiting structures 202 to limit the templates 400.
The position of the supporting piece 200 and the position of the mounting hole 203 on the supporting piece 200 are limited, the pull rod 700 is ensured to horizontally pass through the mounting hole 203 and fix the supporting piece 200, the supporting piece 200 and the template 400 are matched with each other to form a cast-in-place mould surface 600, drilling or nailing on the template 400 is not needed, the assembly process is convenient, and the construction period is effectively shortened; after the template 400 is poured, the template can be detached and recycled and used in the next pouring, so that the turnover rate and the turnover frequency of the template 400 are improved, and the construction cost is reduced; the restraining structure 202 on the support 200 serves the function of quickly mounting and restraining the back brace 500.
The thickness of the support member 200 is flush with the template 400, and the back brace 500 presses the support member 200 and the template 400 together when cooperating with the limiting structure 202.
The thickness of the supporting piece 200 is flush with the template 400, so that the back purlin 500 can limit the template 400 in the horizontal direction, the template 400 is effectively prevented from expanding and deforming, and the flatness of a pouring wall surface is guaranteed.
Example 2
On the basis of embodiment 1, as shown in fig. 4-6, a vertical purlin 900 is further arranged between adjacent supporting pieces 200, and the vertical purlin 900 is vertically arranged; when the back brace 500 is mated with the restraining structure 202, the back brace 500 butts the vertical brace 900 against the outer surface of the template 400.
The back balk 500 is transversely pressed on the vertical balk 900, and the back balk 500 vertically limits the vertical balk 900, so that the vertical balk 900 is propped against the template 400.
After the vertical column 900 is additionally arranged, the limiting structure 202 on the supporting member 200 needs to be lengthened, and a section of boss matched with the thickness of the vertical column 900 is arranged at one end of the limiting structure 202 connected with the supporting body 201, and the boss is respectively connected with the supporting body 201 and the bearing part 221. In the process of assembling the supporting structure, the vertical purlin 900 is installed between the supporting pieces 200, the surface of the boss is flush with the outer surface of the vertical purlin 900, then the back purlin 500 is clamped into the limiting structure 202, and at the moment, the back purlin 500 supports the vertical purlin 900 against the outer surface of the template 400. In the pouring process, the template 400 expands outwards, so that the vertical purlin 900 compresses the back purlin 500, and the back purlin 500 is supported on the limiting part 222, thereby limiting the expansion deformation of the template 400 and ensuring that the poured wall surface is smooth and flat.
In the construction process, a plurality of vertical purls 900 can be arranged according to actual construction requirements, so that the distance between stressed positions on the outer surface of the template 400 is reduced, and the template 400 is small in expansion and deformation degree; due to the fact that the vertical purlin 900 is additionally arranged, the height of the assembling surface 206 of the supporting piece 200 can be increased without being limited by the thickness of the template 400, and the rigidity of the supporting piece 200 is improved; the back purlin 500 originally installed on the supporting member 200 is pressed by the template 400, and the vertical purlin 900 is pressed by the template 400, so that the stress on the supporting member 200 is reduced, the number of fasteners can be reduced during installation of the supporting member 200, and the installation time is shortened.
Example 3
On the basis of the above embodiments, as shown in fig. 1, fig. 2, and fig. 3, the limiting structure 202 includes a bearing portion 221 fixed to the support member 200, and a limiting portion 222 connected to the bearing portion 221, so that an accommodating space is formed in an area between the limiting portion 222, the bearing portion 221, and the support member 200, and an opening of the accommodating space is upward, so that the back balk 500 is inserted into the accommodating space from the opening and is fixed or taken out from the opening.
The back balk 500 is limited by the limiting part 222 and the bearing part 221 together with the support piece 200, so that the back balk 500 is prevented from falling due to collision, vibration and the like in the using process; the limiting structure 202 is simple in structure and easy to produce and manufacture; by installing and limiting the back purlin 500 in the formed accommodating area, the support member 200 and the back purlin 500 can be quickly combined in the construction process, and the construction period is effectively shortened.
The template 400 and the supporting member 200 are both vertically arranged, the back balk 500 is transversely arranged, and two ends of the back balk are respectively matched with the limiting structure 202; a plurality of back purlin 500 are arranged side by side in the vertical direction of the adjacent supporting members 200, so that the back purlin 500 laterally restricts the template 400.
The template 400 is limited in the vertical direction through the supporting piece 200, the template 400 is limited transversely through the back balk 500, the supporting piece 200, the template 400 and the back balk 500 are connected into a whole, the template 400 can bear the pressure during pouring, the deformation degree is small, and the flatness of a poured wall surface is guaranteed.
The limiting structures 202 on two adjacent supporting members 200 are opposite in position, so that when two ends of the same back brace 500 are matched with the limiting structures 202 on two adjacent supporting members 200, the limiting structures 202 are respectively matched and fixed with two ends of the back brace 500.
Through the fixed back balk 500 of restriction structure 202 that the position is relative on two adjacent support pieces 200, simple structure, during the installation, back balk 500's both ends are fixed simultaneously, and the structure is firm, need not to install additional bolt or screw fixed back balk 500, and the technology is easily mastered, and balk 500 installation or dismantlement are fast, has solved the combination between template 400 and the back balk 500 and usually needs the manual operation of longer time, and the installation is all consuming time hard with the dismantlement, is unfavorable for the problem of the building of template 400 subassembly and recycling.
The principles and embodiments of the present invention have been explained herein using specific examples, which are presented only to aid in understanding the methods and their core concepts. It should be noted that, for those skilled in the art, without departing from the principle of the present invention, the present invention can be further modified and modified, and such modifications and modifications also fall within the protection scope of the appended claims.
Claims (8)
1. The utility model provides a cast-in-place wall body mark mould strutting arrangement fast-assembling which characterized in that: the device comprises a plurality of supporting pieces (200) arranged side by side, wherein the positions of the supporting pieces (200) at the same position correspond to each other; and the mounting holes (203) on the support (200) correspond in height position, so that the pull rod (700) horizontally penetrates through the mounting holes (203) and fixes the support (200).
2. The cast-in-place wall body fast-assembling mark mould strutting arrangement of claim 1, characterized by: a formwork (400) is arranged between two adjacent supporting pieces (200), and the supporting pieces (200) and the formwork (400) are matched with each other, so that a cast-in-place mould surface (600) is formed between each supporting piece (200) and each formwork (400); the support members (200) are provided with limiting structures (202), back purlin (500) is arranged between the adjacent support members (200), and the back purlin (500) is matched with the limiting structures (202) to limit the templates (400).
3. The cast-in-place wall body fast-assembling mark mould strutting arrangement of claim 2, characterized in that: the thickness of the support (200) is flush with the template (400), and the back brace (500) presses the support (200) and the template (400) simultaneously when being matched with the limiting structure (202).
4. The cast-in-place wall body fast-assembling mark mould strutting arrangement of claim 2, characterized in that: a vertical purlin (900) is further arranged between the adjacent supporting pieces (200), and the vertical purlin (900) is vertically arranged; when the back balk (500) is matched with the limiting structure (202), the back balk (500) supports the vertical balk (900) on the outer surface of the template (400).
5. The cast-in-place wall body fast-assembling mark mould strutting arrangement of claim 4, characterized by: the back balk (500) is transversely pressed on the vertical balk (900), and the back balk (500) vertically limits the vertical balk (900), so that the vertical balk (900) is propped against the template (400).
6. A cast-in-place wall body fast-assembling mark mould strutting arrangement as defined in one of claims 2-5, characterized in that: the limiting structure (202) comprises a bearing part (221) fixed on the support (200) and a limiting part (222) connected with the bearing part (221), the limiting part (222), the bearing part (221) and the support (200) form an accommodating space in an area, an opening of the accommodating space is upward, and the back balk (500) is clamped into the accommodating space from the opening and is fixed or taken from the opening.
7. A cast-in-place wall body fast-assembling mark mould strutting arrangement as defined in one of claims 2-5, characterized in that: the template (400) and the supporting piece (200) are both vertically arranged, the back balk (500) is transversely arranged, and two ends of the back balk are respectively matched with the limiting structure (202); a plurality of back purlin (500) are arranged side by side in the vertical direction of the adjacent supporting pieces (200), so that the back purlin (500) transversely limits the template (400).
8. A cast-in-place wall body fast-assembling mark mould strutting arrangement as defined in one of claims 2-5, characterized in that: the limiting structures (202) on the two adjacent supporting pieces (200) are opposite in position, so that when two ends of the same back balk (500) are matched with the limiting structures (202) on the two adjacent supporting pieces (200), the limiting structures (202) are respectively matched and fixed with two ends of the back balk (500).
Applications Claiming Priority (2)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN2020103619269 | 2020-04-30 | ||
CN202010361926.9A CN111535577A (en) | 2020-04-30 | 2020-04-30 | Cast-in-place light concrete fast-assembling standard formwork system of metal joist wall structure |
Publications (1)
Publication Number | Publication Date |
---|---|
CN213115480U true CN213115480U (en) | 2021-05-04 |
Family
ID=71973315
Family Applications (8)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
CN202010361926.9A Pending CN111535577A (en) | 2020-04-30 | 2020-04-30 | Cast-in-place light concrete fast-assembling standard formwork system of metal joist wall structure |
CN202010707989.5A Pending CN111809865A (en) | 2020-04-30 | 2020-04-30 | Cast-in-place light concrete fast-assembling template system |
CN202010717026.3A Pending CN111997358A (en) | 2020-04-30 | 2020-07-23 | Support member, support structure thereof and cast-in-place formwork system |
CN202021469763.8U Active CN212715892U (en) | 2020-04-30 | 2020-07-23 | Cast-in-place wall body mark mould bearing structure and system fast-assembling |
CN202021470983.2U Active CN213115480U (en) | 2020-04-30 | 2020-07-23 | Cast-in-place wall body fast-assembling mark mould strutting arrangement |
CN202010717242.8A Pending CN112196258A (en) | 2020-04-30 | 2020-07-23 | Cast-in-place wall body mark mould bearing structure and system fast-assembling |
CN202021471398.4U Active CN213115481U (en) | 2020-04-30 | 2020-07-23 | Brace of cast-in-place formwork system and cast-in-place formwork system |
CN202021471222.9U Active CN212715893U (en) | 2020-04-30 | 2020-07-23 | Support member, support structure thereof and cast-in-place formwork system |
Family Applications Before (4)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
CN202010361926.9A Pending CN111535577A (en) | 2020-04-30 | 2020-04-30 | Cast-in-place light concrete fast-assembling standard formwork system of metal joist wall structure |
CN202010707989.5A Pending CN111809865A (en) | 2020-04-30 | 2020-04-30 | Cast-in-place light concrete fast-assembling template system |
CN202010717026.3A Pending CN111997358A (en) | 2020-04-30 | 2020-07-23 | Support member, support structure thereof and cast-in-place formwork system |
CN202021469763.8U Active CN212715892U (en) | 2020-04-30 | 2020-07-23 | Cast-in-place wall body mark mould bearing structure and system fast-assembling |
Family Applications After (3)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
CN202010717242.8A Pending CN112196258A (en) | 2020-04-30 | 2020-07-23 | Cast-in-place wall body mark mould bearing structure and system fast-assembling |
CN202021471398.4U Active CN213115481U (en) | 2020-04-30 | 2020-07-23 | Brace of cast-in-place formwork system and cast-in-place formwork system |
CN202021471222.9U Active CN212715893U (en) | 2020-04-30 | 2020-07-23 | Support member, support structure thereof and cast-in-place formwork system |
Country Status (1)
Country | Link |
---|---|
CN (8) | CN111535577A (en) |
Families Citing this family (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN114182634A (en) * | 2021-11-10 | 2022-03-15 | 中铁二局集团有限公司 | End formwork reinforcing structure for pouring cantilever beam body and reinforcing method thereof |
CN114458006A (en) * | 2022-01-25 | 2022-05-10 | 中国一冶集团有限公司 | Cast in situ concrete wallboard steel bar formwork fixed knot constructs |
Family Cites Families (5)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN101672104A (en) * | 2008-09-11 | 2010-03-17 | 黑龙江省建工集团有限责任公司 | Big template combined by small steel templates |
KR101616867B1 (en) * | 2015-06-18 | 2016-04-29 | 유대식 | Wall construction methods and construction equipment |
CN106245821B (en) * | 2016-10-12 | 2018-07-17 | 成都绿建科技有限公司 | A kind of lightweight steel construction lightweight concrete prefabrication and assembly construction wall and its construction method |
CN108590167A (en) * | 2018-06-29 | 2018-09-28 | 绍兴明煌建材科技有限公司 | Concrete setting formwork structure and its building method |
CN110761551A (en) * | 2019-10-24 | 2020-02-07 | 武汉建工集团股份有限公司 | Combined aluminum alloy template |
-
2020
- 2020-04-30 CN CN202010361926.9A patent/CN111535577A/en active Pending
- 2020-04-30 CN CN202010707989.5A patent/CN111809865A/en active Pending
- 2020-07-23 CN CN202010717026.3A patent/CN111997358A/en active Pending
- 2020-07-23 CN CN202021469763.8U patent/CN212715892U/en active Active
- 2020-07-23 CN CN202021470983.2U patent/CN213115480U/en active Active
- 2020-07-23 CN CN202010717242.8A patent/CN112196258A/en active Pending
- 2020-07-23 CN CN202021471398.4U patent/CN213115481U/en active Active
- 2020-07-23 CN CN202021471222.9U patent/CN212715893U/en active Active
Also Published As
Publication number | Publication date |
---|---|
CN111535577A (en) | 2020-08-14 |
CN212715893U (en) | 2021-03-16 |
CN213115481U (en) | 2021-05-04 |
CN112196258A (en) | 2021-01-08 |
CN111997358A (en) | 2020-11-27 |
CN212715892U (en) | 2021-03-16 |
CN111809865A (en) | 2020-10-23 |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
CN213115480U (en) | Cast-in-place wall body fast-assembling mark mould strutting arrangement | |
CN102704672B (en) | Installation construction method for large all-steel formwork at internal corner of shear wall | |
CN1325734C (en) | Composite thermal insulation concrete wall and its assembled template | |
CN201221197Y (en) | Cold bending section bar type formwork system | |
CN210342693U (en) | Outer wall integration composite insulation board consolidates support | |
CN113152893A (en) | Template for building construction and using method | |
CN216893447U (en) | Hidden back edge non-dismantling formwork for forming reinforced concrete member | |
CN216042665U (en) | Template for building construction | |
CN102121308A (en) | Template for buildings | |
CN214739894U (en) | Bear formula metal modularization roof beam template device and system | |
CN212642113U (en) | Formwork support system and construction structure | |
CN114197856A (en) | Hidden back edge dismantling-free template for forming reinforced concrete member and construction process | |
CN112922359A (en) | Prefabricated superposed shear wall mounting system and mounting method | |
CN102268921A (en) | Beam template for construction | |
CN217871782U (en) | Be used for wall post to pour fashioned frock | |
CN111706005A (en) | Integrated reinforcing steel bar formwork-free cast-in-place concrete beam | |
CN2880959Y (en) | Building construction material | |
CN218061429U (en) | Integral reinforcing system for concrete pouring splicing template of special-shaped curved column | |
CN217379222U (en) | Framework bearing structure | |
CN217680527U (en) | Secondary structure beam body formwork device | |
CN219931604U (en) | Arc-circle combined special-shaped concrete member template reinforcing device | |
CN214530760U (en) | Precast concrete equipment basis side forms | |
CN220848727U (en) | Combined steel frame beam template | |
CN214739002U (en) | Novel side fascia of assembled | |
CN201962940U (en) | Formwork for building |
Legal Events
Date | Code | Title | Description |
---|---|---|---|
GR01 | Patent grant | ||
GR01 | Patent grant | ||
EE01 | Entry into force of recordation of patent licensing contract | ||
EE01 | Entry into force of recordation of patent licensing contract |
Assignee: Chengdu Wall Building Materials Technology Co.,Ltd. Assignor: Chengdu magic Building Technology Co.,Ltd. Contract record no.: X2023510000033 Denomination of utility model: A fast installation standard mold support device for cast-in-place walls Granted publication date: 20210504 License type: Common License Record date: 20231208 |