CN112267667A - Rear plug piece type variable cross-section aluminum alloy formwork construction method - Google Patents
Rear plug piece type variable cross-section aluminum alloy formwork construction method Download PDFInfo
- Publication number
- CN112267667A CN112267667A CN202011154178.3A CN202011154178A CN112267667A CN 112267667 A CN112267667 A CN 112267667A CN 202011154178 A CN202011154178 A CN 202011154178A CN 112267667 A CN112267667 A CN 112267667A
- Authority
- CN
- China
- Prior art keywords
- template
- wall
- aluminum alloy
- plug piece
- construction
- 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.)
- Pending
Links
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
- E04G9/00—Forming or shuttering elements for general use
- E04G9/02—Forming boards or similar elements
- E04G9/06—Forming boards or similar elements the form surface being of metal
-
- 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
- E04G13/00—Falsework, forms, or shutterings for particular parts of buildings, e.g. stairs, steps, cornices, balconies foundations, sills
- E04G13/04—Falsework, forms, or shutterings for particular parts of buildings, e.g. stairs, steps, cornices, balconies foundations, sills for lintels, beams, or transoms to be encased separately; Special tying or clamping means therefor
-
- 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
- E04G17/04—Connecting or fastening means for metallic forming or stiffening elements, e.g. for connecting metallic elements to non-metallic 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 invention relates to a variable cross-section construction process of an aluminum alloy template, in particular to a rear plug piece type variable cross-section aluminum alloy template construction method. The method processes the standard type plug sheet type aluminum alloy component, when the wall standard template is installed, the plug sheet is placed in the standard template, and the standard template is fixed by the pin, so that the problem of size change of the wall section is solved, the construction period is effectively shortened, the secondary processing and transportation cost of the aluminum template is reduced, and the construction cost is reduced. According to the traditional aluminum alloy formwork variable cross-section construction technology, when the cross-section size of a wall body is reduced and the clearance size of a room is increased, corresponding plates need to be replaced for each wall body formwork with changes so as to meet the requirements of a design drawing; therefore, the area of the template is greatly increased, labor and materials are wasted, and the construction cost is increased. By adopting the rear plug piece type variable cross-section aluminum alloy formwork construction technology, the problems are successfully solved, the construction efficiency is improved, the time is saved, the cost is reduced, and the construction quality of the aluminum alloy formwork is also ensured.
Description
Technical Field
The invention relates to a variable cross-section construction process of an aluminum alloy template, in particular to a rear plug piece type variable cross-section aluminum alloy template construction method.
Background
As is well known, the templates are used as the turnover materials used most in the building engineering, wood templates are used mostly at present, the low carbon and energy conservation are more and more emphasized by the society, and how to reduce the use of the wood templates under the condition of not influencing the construction progress is a problem which is widely thought and to be solved by people.
Therefore, people project eyes to metal templates such as all-steel templates, the all-steel templates solve the problem of wood loss and accelerate the construction speed to a certain extent, and the popularization range of the all-steel templates is influenced by the defects of great weight, high dependence on a vertical transportation system, inconvenience in operation and the like. The aluminum alloy template well solves the problem, and has the advantages of light dead weight, convenient assembly and turnover and good structure forming effect. When the wall body has a variable cross section in the construction of a high-rise building, according to the traditional method, when the size of the cross section of the wall body is reduced and the clearance size of a room is increased, the template of each wall body with the variable cross section needs to be replaced by a corresponding plate so as to meet the requirement of a design drawing; therefore, the area of the template is greatly increased, labor and materials are wasted, and the construction cost is increased.
Disclosure of Invention
The invention provides a rear plug piece type variable cross-section aluminum alloy template construction method with strong universality and operability, which aims to solve the difficult problems of aluminum alloy template construction when the cross-sectional dimension of a wall body is reduced and the clearance dimension of a room is increased.
The invention is realized by adopting the following technical scheme: the construction method of the rear plug piece type variable cross-section aluminum alloy template comprises the following steps:
1. installing a wall template: fixing the required wall formworks according to the numbers;
2. installing a beam plate template:
3. installing wall and beam slab formwork plug pieces:
the preparation of the plug sheet: the wall body plug piece is made of aluminum materials, the thickness of the plug piece is 5-10mm, the width of the plug piece is equal to the width of the edge of the template, corresponding pin holes are formed in the positions of the plug piece and the edge pin holes, the length of the wall body plug piece is made according to the net height of a room, and the length of the top plate plug piece is made according to the net width of the room;
installing a plug piece: the method comprises the following steps that templates of the variable cross-section wall are still assembled according to the original serial numbers, the size of the cross section of the wall is reduced by Nmm, the distance between the templates on two sides of the wall is reduced by Nmm, the template wall connected with the templates on two sides of the wall is lengthened by Nmm, a machined wall plug sheet pin hole is outwards placed between the two templates on the template wall, the pin hole is aligned, a pin is installed, and a wall plug sheet is fixed; after the top plate template is installed in place, because the size of the cross section of the wall body is reduced by Nmm, the top plate template generates a gap of Nmm, the top plate plug piece is inserted into the gap of the top plate template from bottom to top and is firmly fixed by the pin, and the plug piece is installed;
4. correcting and fixing the template;
5. pouring concrete;
6. and (5) removing the template and transporting.
By processing a standard plug sheet type aluminum alloy component, when a standard wall template is installed, a plug sheet is placed in the standard wall template and fixed by pins. Through the technical improvement, when the aluminum alloy formwork is adopted for construction, the difficult problem of wall variable cross-section construction can be effectively solved. According to the traditional aluminum alloy formwork variable cross-section construction technology, when the cross-section size of a wall body is reduced and the clearance size of a room is increased, corresponding plates need to be replaced for each wall body formwork with changes so as to meet the requirements of a design drawing; therefore, the area of the template is greatly increased, labor and materials are wasted, and the construction cost is increased. By adopting the rear plug piece type variable cross-section aluminum alloy formwork construction technology, the problems are successfully solved, the construction efficiency is improved, the time is saved, the cost is reduced, and the construction quality of the aluminum alloy formwork is also ensured.
According to the construction method of the rear plug piece type variable-section aluminum alloy formwork, the wall formwork is installed in the following specific steps: cleaning the required templates according to the numbers, coating an oily template separant, placing the templates at corresponding positions of the wall, rechecking the concrete elevation of the wall foot, penetrating a sleeve and a high-strength bolt, fixing the wall template and the skirting board by pins in sequence, and fixing the wall template by pins; after the wall formwork is installed, the vertical line is hung to detect the verticality of the wall formwork, and the verticality is adjusted to be within a standard range.
According to the construction method of the rear plug piece type variable-section aluminum alloy template, the beam plate template is specifically installed as follows: the beam bottom template is supported on a beam notch reserved in the wall body template, and the beam bottom support vertical rod is installed along with the beam bottom template, so that the connection reliability of the beam bottom template is ensured; adjusting the elevation of a bottom beam template through the elevation of a bottom support of the vertical rod according to design, then installing a side beam mold, and correcting the verticality of the side mold; simultaneously, installing an angle mold between the wall column and the top plate, and installing a top plate beam, a top plate template and a supporting upright rod after the angle mold is installed; after the installation is finished, the leveller is used for detecting the flatness of the beam plate template again, and the uneven position enables the levelness of the template to be within an allowable range by adjusting the bottom supports of the vertical rods.
The invention has the beneficial effects that:
compared with the traditional aluminum alloy template construction technology, the method has the technical characteristics of strong operability, high construction efficiency, high economic benefit and the like, solves the problem of poor adaptability of the traditional aluminum alloy template variable cross-section construction by carrying out technical improvement on the aluminum alloy template, avoids a large number of aluminum molds from being returned to a factory for remanufacturing, saves aluminum materials, and accords with the national concepts of energy conservation, emission reduction and green construction. The operation time is greatly saved, the expenses of manpower, materials, machinery and the like are obviously reduced, and the beneficial effects of the concrete performance are as follows:
1. the operability is strong: in the variable cross-section construction of the aluminum alloy template, the construction operation is simple, the construction speed is high, and the aluminum alloy plug sheet is placed in the standard template after installation and is fixed by the pins. By adopting the technology, the time for replacing the aluminum alloy template is greatly shortened, the operability is strong, the construction is convenient and fast, the labor is saved, the construction cost is reduced, and the problem of replacing the template in the variable-section construction of the aluminum alloy template is effectively solved.
2. The construction efficiency is high: the rear plug piece type variable-section aluminum alloy formwork construction technology is carried out on the premise that a standard formwork is not changed, only one plug piece placing construction procedure needs to be added in the installation construction process, and the construction efficiency is remarkably improved compared with that of a traditional aluminum formwork.
3. Social benefits are as follows: all materials of the aluminum alloy building template system are renewable materials, and the aluminum alloy building template system conforms to the national regulations on energy conservation, environmental protection, low carbon and emission reduction of building projects. Many developed countries have regulated building projects to use wooden forms rather than renewable forms. The application of the aluminum template brings huge economic benefits and social benefits, and is a necessary trend for the development of the Chinese building industry.
4. Economic benefits are as follows: according to traditional construction, when being under construction to the wall body becomes the cross-section layer, change a large amount of templates, transport its packing serial number to the producer redesign preparation, the process is loaded down with trivial details, and the installation is complicated, has not only caused the waste of a large amount of aluminum products, has still increased 4 days's engineering time, greatly increased construction cost. Through technical improvement, when the engineering construction progresses to a variable cross-section layer, a rear plug piece type installation mode is adopted for the construction. The waste of aluminum materials is greatly saved in the whole process, and the transportation volume is reduced. Simple manufacture in the installation, convenient operation has reduced a large amount of handling, transport time. The construction cost is reduced.
Drawings
FIG. 1 is a construction flow chart of the present invention.
Figure 2 is a schematic view of a patch.
Fig. 3 is a side view of fig. 2.
Fig. 4 is a left side view of fig. 2.
Figure 5 is a schematic view of the patch installation.
In the figure: 1-plug piece, 2-template wall.
Detailed Description
The construction method of the rear plug piece type variable cross-section aluminum alloy template comprises the following steps:
1. wall formwork
And (3) finding out the required templates according to the numbers, cleaning, coating an oily template isolation agent, placing the templates at the corresponding positions of the wall, rechecking the concrete elevation of the wall foot, penetrating a sleeve and a high-strength bolt, fixing the wall template and the skirting board by using pins in sequence, and fixing the wall template by using the pins. After the wall formwork is installed, the vertical line is hung to detect the verticality of the wall formwork, and the verticality is adjusted to be within a standard range.
2. Template for mounting beam plate
And after the wall column template is installed and rechecked, the beam slab template is installed. And installing a beam bottom template and a template supporting upright rod according to the requirements of design drawing according to the position and the span of the beam. The concrete operation key points are that the beam bottom formwork is supported on a beam notch reserved in the wall body formwork, and the beam bottom support vertical rod is installed along with the beam bottom formwork, so that the reliable connection of the beam bottom formwork is ensured. According to the design, the elevation of the bottom beam template is adjusted through the elevation of the bottom support of the vertical rod, then the side beam mold is installed, and the verticality of the side mold is corrected. And simultaneously, installing an angle die between the wall column and the top plate, and after the angle die is installed, installing a top plate cross beam, a top plate template and a supporting vertical rod.
After the installation is finished, the leveller is used for detecting the flatness of the beam plate template again, and the uneven position enables the levelness of the template to be within an allowable range by adjusting the bottom supports of the vertical rods.
3. Plug sheet for mounting wall and beam slab formwork
By taking 26-storey residential buildings as an example, the cross-sectional dimension of the wall bodies of 1-10 storeys is 200mm, the cross-sectional dimension of the wall bodies of 11-18 storeys is 180mm, and the cross-sectional dimension of the wall bodies of 19-26 storeys is 160mm, which relates to the change of the cross-sectional dimension of the wall bodies. With the progress of construction progress, the section size of the wall body is gradually reduced, the clearance size of a room is increased, and therefore the configuration size of the aluminum formwork needs to be changed, and the aluminum formwork is a sizing formwork. The problem of cross-sectional dimension variation is solved by adding a plug sheet.
The preparation of the plug sheet: based on aluminum materials, the thickness of the aluminum die is 10mm, the width of the aluminum die is equal to the width of the edge of the aluminum die, and the plug sheet and the pin hole of the edge are penetrated into corresponding pin holes at the same positions. The length is made to the designed clear height (clear width) of the room. The processing error is controlled within the range of +/-3 mm.
Installing a plug piece: the templates of the variable cross-section wall body are still assembled according to the original serial numbers, the cross-sectional dimension of the wall body is reduced by 20mm, the distance between the templates on the two sides of the wall body is reduced by 20mm, and the template wall connected with the templates on the two sides of the wall body is lengthened by 20mm, so that two processed and manufactured plug sheet pin holes are outwards placed between the two templates on the template wall, aligned with the pin holes, provided with pins and fixed plug sheets. The difficult problem of changing the size of the cross section of the wall is successfully solved. As shown in fig. 5, when the formwork on one side of the wall moves (the solid line moves to the dotted line position), the distance between the formwork on the two sides of the wall is reduced, and the plug sheet 1 needs to be plugged into the formwork wall 2.
After the wall formwork is provided with the standard formwork, the plug sheets are inserted into the gaps between the formworks from outside to inside and are firmly fixed by pins, and the installation is completed.
After the standard template of the top plate is installed in place, the plug piece is inserted into the gap of the beam plate from bottom to top and is firmly fixed by the pin, and the installation of the plug piece is completed.
4. Template correction fixing
And after the templates are installed, checking the flatness and the verticality of all the wall columns, beams and plates. And after the checking is finished, adding a specially-made double-square steel back ridge on the wall column template and fixing the wall column template by using a high-strength bolt.
5. Pouring of concrete
After the correction and fixation, the gap condition of each interface is checked, and a foam plastic strip is required to be pasted to prevent slurry leakage if the gap condition exceeds the specified requirement. And after the treatment is finished, carrying out hidden acceptance of reinforcing steel bars and the like, and then pouring concrete. When the concrete of the floor is poured, a special template worker is arranged to keep watch on the template under the operation floor so as to solve the sudden problems of template sinking, template explosion and the like during the concrete pouring.
6. Form dismantling and transporting
And when the strength of the concrete reaches the standard form removal time, removing the form, and manually transporting the form to the upper layer through a material conveying port reserved on the floor slab.
The application of the construction technology provides valuable experience for the construction of the aluminum alloy formwork variable-section wall and the construction of similar projects. The aluminum alloy plug piece is adopted, the difficult problem of variable cross section construction of the aluminum alloy template is solved, the delay of the construction period caused by replacing plates with the traditional aluminum template is avoided, the construction quality and safety are guaranteed, meanwhile, the working efficiency is improved, the construction period is shortened, the engineering quality and safety are effectively guaranteed, the process construction has positive popularization significance, and the process is subjected to consistent approval and high evaluation of design units, supervision units and government related departments. Has remarkable social benefit.
Claims (3)
1. The construction method of the rear plug piece type variable cross-section aluminum alloy template is characterized by comprising the following steps of: the method comprises the following steps:
1. installing a wall template: fixing the required wall formworks according to the numbers;
2. installing a beam plate template:
3. installing wall and beam slab formwork plug pieces:
the preparation of the plug sheet: the wall body plug piece is made of aluminum materials, the thickness of the plug piece is 5-10mm, the width of the plug piece is equal to the width of the edge of the template, corresponding pin holes are formed in the positions of the plug piece and the edge pin holes, the length of the wall body plug piece is made according to the net height of a room, and the length of the top plate plug piece is made according to the net width of the room;
installing a plug piece: the method comprises the following steps that templates of the variable cross-section wall are still assembled according to the original serial numbers, the size of the cross section of the wall is reduced by Nmm, the distance between the templates on two sides of the wall is reduced by Nmm, the template wall connected with the templates on two sides of the wall is lengthened by Nmm, a machined wall plug sheet pin hole is outwards placed between the two templates on the template wall, the pin hole is aligned, a pin is installed, and a wall plug sheet is fixed; after the top plate template is installed in place, because the size of the cross section of the wall body is reduced by Nmm, the top plate template generates a gap of Nmm, the top plate plug piece is inserted into the gap of the top plate template from bottom to top and is firmly fixed by the pin, and the plug piece is installed;
4. correcting and fixing the template;
5. pouring concrete;
6. and (5) removing the template and transporting.
2. The rear plug piece type variable cross-section aluminum alloy formwork construction method according to claim 1, characterized in that: the wall formwork installation process specifically comprises the following steps: cleaning the required templates according to the numbers, coating an oily template separant, placing the templates at corresponding positions of the wall, rechecking the concrete elevation of the wall foot, penetrating a sleeve and a high-strength bolt, fixing the wall template and the skirting board by pins in sequence, and fixing the wall template by pins; after the wall formwork is installed, the vertical line is hung to detect the verticality of the wall formwork, and the verticality is adjusted to be within a standard range.
3. The rear plug piece type variable cross-section aluminum alloy formwork construction method according to claim 2, characterized in that: the mounting process of the beam plate template is as follows: the beam bottom template is supported on a beam notch reserved in the wall body template, and the beam bottom support vertical rod is installed along with the beam bottom template, so that the connection reliability of the beam bottom template is ensured; adjusting the elevation of a bottom beam template through the elevation of a bottom support of the vertical rod according to design, then installing a side beam mold, and correcting the verticality of the side mold; simultaneously, installing an angle mold between the wall column and the top plate, and installing a top plate beam, a top plate template and a supporting upright rod after the angle mold is installed; after the installation is finished, the leveller is used for detecting the flatness of the beam plate template again, and the uneven position enables the levelness of the template to be within an allowable range by adjusting the bottom supports of the vertical rods.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202011154178.3A CN112267667A (en) | 2020-10-26 | 2020-10-26 | Rear plug piece type variable cross-section aluminum alloy formwork construction method |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202011154178.3A CN112267667A (en) | 2020-10-26 | 2020-10-26 | Rear plug piece type variable cross-section aluminum alloy formwork construction method |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN112267667A true CN112267667A (en) | 2021-01-26 |
Family
ID=74341701
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202011154178.3A Pending CN112267667A (en) | 2020-10-26 | 2020-10-26 | Rear plug piece type variable cross-section aluminum alloy formwork construction method |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN112267667A (en) |
Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| KR101227190B1 (en) * | 2011-10-21 | 2013-01-28 | 선산철강공업(주) | Steel form for variable tunnel |
| CN109629825A (en) * | 2019-01-07 | 2019-04-16 | 广西微比建筑科技有限公司 | Aluminum alloy mould plate and its design method when a kind of wall column variable cross-section |
| CN210002266U (en) * | 2019-03-29 | 2020-01-31 | 中铁六局集团有限公司 | auxiliary fixing device for variable-section small-spacing shaping anti-collision wall formwork |
| CN211286593U (en) * | 2019-12-06 | 2020-08-18 | 中国建筑第二工程局有限公司 | Aluminum die variable cross-section template assembly |
| CN111576878A (en) * | 2020-06-11 | 2020-08-25 | 刘涛 | Construction process for quick-release system of aluminum alloy template |
-
2020
- 2020-10-26 CN CN202011154178.3A patent/CN112267667A/en active Pending
Patent Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| KR101227190B1 (en) * | 2011-10-21 | 2013-01-28 | 선산철강공업(주) | Steel form for variable tunnel |
| CN109629825A (en) * | 2019-01-07 | 2019-04-16 | 广西微比建筑科技有限公司 | Aluminum alloy mould plate and its design method when a kind of wall column variable cross-section |
| CN210002266U (en) * | 2019-03-29 | 2020-01-31 | 中铁六局集团有限公司 | auxiliary fixing device for variable-section small-spacing shaping anti-collision wall formwork |
| CN211286593U (en) * | 2019-12-06 | 2020-08-18 | 中国建筑第二工程局有限公司 | Aluminum die variable cross-section template assembly |
| CN111576878A (en) * | 2020-06-11 | 2020-08-25 | 刘涛 | Construction process for quick-release system of aluminum alloy template |
Non-Patent Citations (1)
| Title |
|---|
| 陈锡宝等: "《装配式混凝土建筑概论》", 30 April 2017, 上海：上海交通大学出版社 * |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN106320691A (en) | Aluminum-wood formwork construction method | |
| CN205063100U (en) | Prevent hot wall and prevent hot wall system | |
| CN105178604A (en) | Construction method of assembly type superimposed floor slab | |
| CN108894488A (en) | A kind of construction method of Novel section steel keel steel and wood composite template | |
| CN109404010B (en) | Aluminum tunnel mold system and operation method thereof | |
| CN209817249U (en) | A compound wallboard of prefabricated foam concrete for building infilled wall | |
| CN102704681A (en) | Hydraulic slip-form construction method of reinforced-concrete straight-drum high-rising building | |
| CN110821148B (en) | Construction method of template combination system for non-standard layer | |
| CN103266766B (en) | Shear wall with short piers, column template construction after the first beam slab of agent structure | |
| CN107818223B (en) | Bearing capacity checking calculation and construction method for mounting lifter on underground garage roof | |
| CN113482312A (en) | Guide type double-layer structure elevator shaft operating platform and construction method based on platform | |
| CN114059782A (en) | Construction method of prefabricated slab | |
| CN210316690U (en) | Roof elevator machine room structure | |
| CN215211876U (en) | Waterproof hollow wall structure of precast concrete | |
| CN212154120U (en) | Aluminum alloy template set for prefabricated building | |
| CN202220434U (en) | Aluminum-alloy building formwork component | |
| CN112267667A (en) | Rear plug piece type variable cross-section aluminum alloy formwork construction method | |
| CN111576878A (en) | Construction process for quick-release system of aluminum alloy template | |
| CN214195523U (en) | Connecting structure of wood formwork and secondary pouring aluminum formwork | |
| CN204626965U (en) | For the steel stair template of poured up at a time between architectural stair | |
| CN111535578A (en) | Mounting process of template of cast-in-place structure | |
| CN111335528A (en) | Construction method for preventing slurry leakage at joint of prefabricated part and laminated slab | |
| CN216276887U (en) | Aluminum alloy template combination strutting arrangement convenient to adjust | |
| CN111519895A (en) | Pouring construction method for integral steel formwork of staircase and wall | |
| CN219011935U (en) | Sliding mode template end sealing tool for door and window opening edge of concrete wall |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| PB01 | Publication | ||
| PB01 | Publication | ||
| SE01 | Entry into force of request for substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| RJ01 | Rejection of invention patent application after publication |
Application publication date: 20210126 |
|
| RJ01 | Rejection of invention patent application after publication |