CN115354845B - High-rise building verticality control construction template structure and construction method thereof - Google Patents
High-rise building verticality control construction template structure and construction method thereof Download PDFInfo
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- CN115354845B CN115354845B CN202210914353.7A CN202210914353A CN115354845B CN 115354845 B CN115354845 B CN 115354845B CN 202210914353 A CN202210914353 A CN 202210914353A CN 115354845 B CN115354845 B CN 115354845B
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- 238000010276 construction Methods 0.000 title claims abstract description 25
- 238000003780 insertion Methods 0.000 claims description 14
- 230000037431 insertion Effects 0.000 claims description 14
- 230000003014 reinforcing effect Effects 0.000 claims description 11
- 238000009415 formwork Methods 0.000 claims 4
- 230000000694 effects Effects 0.000 abstract description 2
- 238000009434 installation Methods 0.000 description 12
- 238000001125 extrusion Methods 0.000 description 2
- 230000002787 reinforcement Effects 0.000 description 2
- 230000009286 beneficial effect Effects 0.000 description 1
Classifications
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G11/00—Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs
- E04G11/06—Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs for walls, e.g. curved end panels for wall shutterings; filler elements for wall shutterings; shutterings for vertical ducts
-
- 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
- E04G17/14—Bracing or strutting arrangements for formwalls; Devices for aligning forms
-
- 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
- E04G19/00—Auxiliary treatment of forms, e.g. dismantling; Cleaning devices
-
- 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
- E04G21/00—Preparing, conveying, or working-up building materials or building elements in situ; Other devices or measures for constructional work
- E04G21/02—Conveying or working-up concrete or similar masses able to be heaped or cast
-
- 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
- E04G21/00—Preparing, conveying, or working-up building materials or building elements in situ; Other devices or measures for constructional work
- E04G21/02—Conveying or working-up concrete or similar masses able to be heaped or cast
- E04G21/10—Devices for levelling, e.g. templates or boards
-
- 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
- E04G21/00—Preparing, conveying, or working-up building materials or building elements in situ; Other devices or measures for constructional work
- E04G21/14—Conveying or assembling building elements
- E04G21/16—Tools or apparatus
- E04G21/18—Adjusting tools; Templates
-
- 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
- E04G21/00—Preparing, conveying, or working-up building materials or building elements in situ; Other devices or measures for constructional work
- E04G21/14—Conveying or assembling building elements
- E04G21/16—Tools or apparatus
- E04G21/18—Adjusting tools; Templates
- E04G21/1841—Means for positioning building parts or 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
- E04G9/00—Forming or shuttering elements for general use
- E04G9/08—Forming boards or similar elements, which are collapsible, foldable, or able to be rolled up
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Mechanical Engineering (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Conveying And Assembling Of Building Elements In Situ (AREA)
Abstract
The application relates to a high-rise building verticality control construction template structure which comprises two die bodies arranged in a gap mode, wherein each die body comprises a base and a vertical plate, the bases of the two die bodies are arranged on a floor plate, the gap is formed between the bases of the two die bodies, the vertical plates are vertically arranged on the bases, the two vertical plates are arranged on one side, opposite to the two bases, of the two bases, a layer of rubber pad is fixedly arranged on one side, facing to the floor plate, of the base, and a level meter is arranged on one side, facing away from the floor plate, of the base. The application has the effect of reducing deviation of the perpendicularity of the wall body.
Description
Technical Field
The application relates to the field of wall pouring, in particular to a high-rise building verticality control construction template structure and a construction method thereof.
Background
The building form is a temporary supporting structure, which is manufactured according to the design requirement, so that the concrete structure and the components are formed according to the specified position and geometric dimension, the correct position of the concrete structure and the components is kept, and the self weight of the building form and the external load acted on the building form are borne. The template engineering is carried out to ensure the concrete engineering quality and construction safety, accelerate the construction progress and reduce the engineering cost.
When the existing high-rise building pours the wall body through the building templates, the building templates are vertically arranged on the floor plate, and then pouring of the wall body is carried out, as the floor plate is newly built, the surface flatness is not high, and the building templates are not easy to deviate in mounting perpendicularity due to the flatness of the floor plate, so that the perpendicularity of the poured wall body is influenced.
Disclosure of Invention
In order to reduce deviation of perpendicularity of a wall, the application provides a construction template structure for controlling perpendicularity of a high-rise building.
The application provides a high-rise building verticality control construction template structure, which adopts the following technical scheme:
The utility model provides a high-rise building straightness control construction template structure that hangs down, includes two die bodies that the clearance set up, the die body includes base and riser, the base is installed on the floor board, is provided with the clearance between the base of two die bodies, the riser is vertical to be installed on the base, two the riser is installed in two bases one side in opposite directions, the base has set firmly the one deck rubber pad towards floor board one side, the base deviates from floor board one side and installs the spirit level.
Through adopting above-mentioned technical scheme, the setting of rubber pad can be through the floor board of deformation cooperation unevenness, makes the base can be more even to promote the upscale of riser, reduce the wall body straightness that hangs down of pouring and appear the deviation.
Optionally, a supporting rod is arranged between the base and the vertical plate, one end of the supporting rod is installed on the base, and the other end of the supporting rod is installed on the vertical plate.
Through adopting above-mentioned technical scheme, the setting of bracing piece can promote the joint strength of base and riser and reduce the riser skew and lead to the probability that the wall body straightness that appears deviating of pouring.
Optionally, be provided with the installation component between base and the riser, the installation component includes installation piece and side mounting panel down, the installation piece sets up in the riser below down, is provided with down the joint piece on the installation piece down, set up the lower joint groove that corresponds down the joint piece on the base, the side mounting panel is installed and is deviating from another riser one side at the riser, is provided with the side joint piece on the side mounting panel, has seted up the side joint groove that corresponds the side joint piece on the base.
Through adopting above-mentioned technical scheme, installation component's setting can make things convenient for the dismouting of curb plate on the base.
Optionally, a mounting hole is formed in the base, a mounting bolt is arranged in the mounting hole, and the mounting bolt penetrates through the base and is fixedly arranged in the floor plate.
Through adopting above-mentioned technical scheme, the setting of the convenient installation bolt of seting up of mounting hole to promote the fixed strength of base.
Optionally, a reinforcing component is arranged between the base and the riser, the reinforcing component comprises a horizontal insert block, the horizontal insert block slides in the base, the horizontal insert block slides on the base towards the direction close to or far away from the riser, and the horizontal insert block is inserted into the side wall of the riser through sliding.
Through adopting above-mentioned technical scheme, the setting of horizontal inserted block can insert and locate the riser lateral wall, and the restriction riser breaks away from the probability of base along base deviates from floor board one side.
Optionally, the reinforcement assembly further comprises a vertical insert block, the vertical insert block slides in the base, the vertical insert block slides on the base towards a direction close to or far away from the vertical plate, and the vertical insert block is inserted into the bottom wall of the vertical plate through sliding.
Through adopting above-mentioned technical scheme, the setting of vertical inserted block can insert and locate the riser diapire, restricts the riser and breaks away from the probability of base along base towards another die body one side.
Optionally, consolidate the subassembly and still include the gangbar, the gangbar includes linkage montant and linkage horizontal pole, the linkage montant sets firmly on the horizontal inserted block, the linkage horizontal pole sets firmly and keeps away from horizontal inserted block one end at the linkage montant, and linkage horizontal pole and linkage montant mutually perpendicular, vertical inserted block has been kept away from riser one end and has been seted up oblique chamfer, the linkage horizontal pole is kept away from linkage montant one end butt on oblique chamfer, and when horizontal inserted block slided towards the riser, the vertical inserted block of linkage horizontal pole drive slided towards the riser.
Through adopting above-mentioned technical scheme, the setting of gangbar can link horizontal inserted block and vertical inserted block, makes things convenient for horizontal inserted block and vertical inserted block to pass through to insert and establishes or demolish.
Optionally, the horizontal insert piece deviates from riser one end and stretches into in the mounting hole, and the wedge face is seted up to horizontal insert piece stretch into mounting hole one end, the wedge face deviates from the floor board setting.
Through adopting above-mentioned technical scheme, the horizontal inserted block stretches into the mounting hole, can cooperate the mounting bolt, drives the inserting of horizontal inserted block and establishes when the mounting bolt installation.
A construction method for controlling construction template structure by using verticality of high-rise building comprises the following steps:
step 1: measuring and planning, namely measuring building floor boards and planning positions of walls;
step 2: assembling a die body, and respectively installing two vertical plates on two bases;
Step 3: leveling the base, namely installing the die body on a floor plate, and leveling the base by extruding the rubber pad to deform the rubber pad;
Step 4: fixing the die body, and fixing the die body after leveling the base;
Step 5: pouring a wall body, and pouring the wall body through a template;
Step 6: and (3) removing the die body, and removing the die body after the poured wall body is solidified.
Through adopting above-mentioned technical scheme, make rubber pad deformation through the extrusion rubber pad to make the base more level and smooth, thereby promote the straightness that hangs down of the wall body of pouring.
Optionally, scribing the pouring position of the wall body after planning the wall body.
Through adopting above-mentioned technical scheme, make things convenient for the installation of die body through the marking off, make the installation of die body more accurate.
In summary, the present application includes at least one of the following beneficial technical effects:
1. The arrangement of the rubber pad can be matched with the uneven floor plate through deformation, so that the base can be flatter, the most dimension of the vertical plate is improved, and the deviation of the perpendicularity of the poured wall is reduced;
2. The mounting assembly is arranged to facilitate the disassembly and assembly of the side plate on the base;
3. the horizontal inserting block and the vertical inserting block can be linked through the arrangement of the linkage rod, so that the horizontal inserting block and the vertical inserting block can be conveniently inserted or removed;
4. The horizontal inserting block stretches into the mounting hole and can be matched with the mounting bolt, and the horizontal inserting block is driven to be inserted when the mounting bolt is mounted;
5. The rubber pad is deformed by extruding the rubber pad, so that the base is smoother, and the perpendicularity of the poured wall body is improved.
Drawings
Fig. 1 is a schematic overall structure of the present embodiment.
Fig. 2 is a schematic sectional structure of the present embodiment.
Fig. 3 is an enlarged view of the portion a in fig. 2.
Reference numerals illustrate: 0. floor boards; 1. a die body; 101. a base; 102. a riser; 2. a rubber pad; 3. a support rod; 4. a mounting assembly; 41. a lower mounting block; 42. a side mounting plate; 5. a lower clamping block; 6. a lower clamping groove; 7. a side clamping block; 8. a side clamping groove; 9. a mounting hole; 10. installing a bolt; 11. a reinforcement assembly; 111. a horizontal insert; 112. a vertical insert; 113. a linkage rod; 1131. a linkage vertical rod; 1132. a linkage cross bar; 12. chamfering obliquely; 13. a wedge surface; 14. and (5) a level gauge.
Detailed Description
The application is described in further detail below with reference to fig. 1-2.
The embodiment of the application discloses a construction template structure for controlling the perpendicularity of a high-rise building, referring to fig. 1, the construction template structure comprises two die bodies 1 which are arranged in a gap, wherein each die body 1 comprises a base 101 horizontally arranged on a floor plate 0 and a vertical plate 102 vertically arranged on the base 101, a gap is arranged between the bases 101 of the two die bodies 1, the width of the gap is set according to the width of a required wall body, the two vertical plates 102 are arranged on the opposite sides of the two bases 101, one side of the vertical plate 102 facing the other die body 1 is flush with one side of the base 101 facing the other die body 1, a rubber cushion 2 is fixedly arranged on the side of the base 101 facing the floor plate 0, a level gauge 14 is arranged on the side of the base 101 facing the floor plate 0, the level gauge 14 can conveniently observe the level condition of the base 101, and the arrangement of the rubber cushion 2 can be matched with the uneven floor plate 0 through deformation, so that the base 101 can be more level, the most dimension of the vertical plate 102 is improved, and deviation of the perpendicularity of a poured wall body is reduced.
Referring to fig. 2 and 3, a mounting assembly 4 is disposed between a base 101 and a riser 102, the mounting assembly 4 includes a lower mounting block 41 integrally formed below the riser 102 and a side mounting plate 42 mounted on one side of the riser 102, which is away from the other riser 102, a lower clamping block 5 is fixedly disposed on the lower mounting block 41, a lower clamping groove 6 corresponding to the lower clamping block 5 is disposed on the base 101, a side clamping block 7 is fixedly disposed on the side mounting plate 42, a side clamping groove 8 corresponding to the side clamping block 7 is disposed on the base 101, the side mounting plate 42 is vertically slidably disposed on the riser 102, the side clamping block 7 is inserted into the side clamping groove 8 by sliding of the side mounting plate 42, and therefore, mounting and fixing of the riser 102 are achieved.
Referring to fig. 2, a supporting rod 3 is arranged between a base 101 and a vertical plate 102, one end of the supporting rod 3 is installed on the base 101, the other end of the supporting rod 3 is installed on the vertical plate 102, the supporting rod 3 is arranged to improve the connection strength of the base 101 and the vertical plate 102, and the probability that the vertical plate 102 deviates to cause the deviation of the perpendicularity of a poured wall body is reduced.
Referring to fig. 2 and 3, a reinforcing component 11 is arranged between a base 101 and a riser 102, the reinforcing component 11 comprises a horizontal insert block 111, the horizontal insert block 111 is slidably arranged in the base 101, the horizontal insert block 111 slides on the base 101 towards a direction approaching or separating from the riser 102, and the horizontal insert block 111 is inserted into the side wall of the riser 102 through sliding; the reinforcing assembly 11 further comprises a vertical insert 112, the vertical insert 112 is slidably arranged in the base 101, the vertical insert 112 slides on the base 101 towards a direction approaching to or away from the vertical plate 102, and the vertical insert 112 is inserted into the bottom wall of the vertical plate 102 through sliding; the reinforcing assembly 11 further comprises a linkage rod 113, the linkage rod 113 comprises a linkage vertical rod 1131 fixedly arranged on the horizontal insertion block 111 and a linkage cross rod 1132 fixedly arranged at one end of the linkage vertical rod 1131, which is far away from the horizontal insertion block 111, the linkage cross rod 1132 is mutually perpendicular to the linkage vertical rod 1131, the vertical insertion block 112 is far away from one end of the vertical plate 102 to form an inclined chamfer 12, one end of the linkage cross rod 1132, which is far away from the linkage vertical rod 1131, is abutted to the inclined chamfer 12, when the horizontal insertion block 111 slides towards the vertical plate 102, the linkage cross rod 1132 drives the vertical insertion block 112 to slide towards the vertical plate 102, a reset spring is arranged between the linkage vertical rod 1131 and the base 101, and the reset spring drives the linkage rod 113 to reset and rebound.
Referring to fig. 2 and 3, a mounting hole 9 is formed in a base 101, a mounting bolt 10 is arranged in the mounting hole 9, and the mounting bolt 10 penetrates through the base 101 and is fixedly arranged in a floor plate 0; one end of the horizontal insertion block 111, which is away from the vertical plate 102, extends into the mounting hole 9, one end of the horizontal insertion block 111, which extends into the mounting hole 9, is provided with a wedge-shaped surface 13, the wedge-shaped surface 13 is away from the floor plate 0, the horizontal insertion block 111 can be simultaneously driven to be inserted into the vertical plate 102 when the mounting bolt 10 is inserted into the mounting hole 9, the horizontal insertion block 111 drives the linkage rod 113 to drive the vertical insertion block 112 to be simultaneously inserted into the vertical plate 102, the side mounting plate 42 is covered on the mounting hole 9, and the side mounting plate 42 is simultaneously fixed on the base 101 when the base 101 is fixedly arranged by the mounting bolt 10, so that the probability of detachment of the vertical plate 102 is reduced; the supporting rod 3 is fixedly arranged on the base 101, one end cover is arranged on the mounting hole 9, and the supporting rod 3 is synchronously fixed through the fixation of the mounting bolt 10.
A construction method for controlling construction template structure by using verticality of high-rise building comprises the following steps: step 1: measuring and planning, namely measuring a building floor plate 0, planning the position of a wall body, and scribing the pouring position of the wall body after the wall body is planned; step 2: assembling the die body 1, namely respectively installing two vertical plates 102 on two bases 101, and after the vertical plates 102 are installed, firstly inserting installation bolts 10 into the installation holes 9 to drive a reinforcing component 11 to reinforce the vertical plates 102 on the bases 101; step 3: leveling the base 101, mounting the die body 1 on the floor board 0, and leveling the base 101 by extruding the rubber pad 2 to deform the rubber pad 2; step 4: fixing the die body 1, leveling the base 101, and fixing the die body 1 through the mounting bolts 10; step 5: pouring a wall body, wherein the wall body is poured by adopting concrete through a template; step 6: demolish die body 1, demolish die body 1 after the wall body that waits to pour solidifies the design, make rubber pad 2 deformation through extrusion rubber pad 2 to make base 101 more level and smooth, thereby promote the straightness that hangs down of the wall body of pouring.
The implementation principle of the embodiment of the application is as follows: the lower clamping blocks 5 on the lower mounting blocks 41 of the vertical plates 102 are inserted and arranged in the lower clamping grooves 6, then the side mounting plates 42 are slipped to enable the side clamping blocks 7 to be inserted into the side clamping grooves 8, then the mounting bolts 10 are mounted in the mounting holes 9, the mounting bolts 10 are abutted against the wedge-shaped surfaces 13 of the horizontal inserting blocks 111 during the period, the horizontal inserting blocks 111 are driven to be inserted into the side walls of the vertical plates 102, the horizontal inserting blocks 111 are driven to slip and simultaneously drive the linkage rods 113, and the linkage rods 113 drive the vertical inserting blocks 112 to be synchronously inserted into the bottom walls of the vertical plates 102; and then the rubber pad 2 is extruded, the rubber pad 2 is deformed to enable the base 101 to be horizontal, meanwhile, the mounting bolts 10 are fixedly mounted on the floor plate 0, then concrete pouring is carried out on a gap between the two die bodies 1, the die bodies 1 are removed after a wall to be poured is solidified, and pouring of the wall is completed.
The above embodiments are not intended to limit the scope of the present application, so: all equivalent changes in structure, shape and principle of the application should be covered in the scope of protection of the application.
Claims (5)
1. The utility model provides a high-rise building straightness control construction template structure, includes two die bodies (1) that the clearance set up, its characterized in that: the die body (1) comprises a base (101) and vertical plates (102), wherein the base (101) is arranged on a floor plate (0), a gap is formed between the bases (101) of the two die bodies (1), the vertical plates (102) are vertically arranged on the base (101), the two vertical plates (102) are arranged on opposite sides of the two bases (101), a layer of rubber pad (2) is fixedly arranged on one side, facing the floor plate (0), of the base (101), and a level meter (14) is arranged on one side, facing away from the floor plate (0), of the base (101); the mounting assembly (4) is arranged between the base (101) and the vertical plate (102), the mounting assembly (4) comprises a lower mounting block (41) and a side mounting plate (42), the lower mounting block (41) is arranged below the vertical plate (102), a lower clamping block (5) is arranged on the lower mounting block (41), a lower clamping groove (6) corresponding to the lower clamping block (5) is formed in the base (101), the side mounting plate (42) is mounted on one side, deviating from the other vertical plate (102), of the vertical plate (102), a side clamping block (7) is arranged on the side mounting plate (42), and a side clamping groove (8) corresponding to the side clamping block (7) is formed in the base (101); the base (101) is provided with a mounting hole (9), a mounting bolt (10) is arranged in the mounting hole (9), and the mounting bolt (10) penetrates through the base (101) and is fixedly arranged in the floor plate (0); a reinforcing component (11) is arranged between the base (101) and the vertical plate (102), the reinforcing component (11) comprises a horizontal inserting block (111), the horizontal inserting block (111) is arranged in the base (101) in a sliding mode, the horizontal inserting block (111) slides on the base (101) towards the direction close to or far from the vertical plate (102), and the horizontal inserting block (111) is inserted into the side wall of the vertical plate (102) through sliding; the reinforcing assembly (11) further comprises a vertical insertion block (112), the vertical insertion block (112) is arranged in the base (101) in a sliding mode, the vertical insertion block (112) slides on the base (101) towards the direction close to or far away from the vertical plate (102), and the vertical insertion block (112) is inserted into the bottom wall of the vertical plate (102) through sliding; reinforcing component (11) still include gangbar (113), gangbar (113) are including gangbar (1131) and linkage horizontal pole (1132), gangbar (1131) set firmly on horizontal inserted block (111), gangbar (1132) set firmly in gangbar (1131) keep away from horizontal inserted block (111) one end, and gangbar (1132) and gangbar (1131) mutually perpendicular, inclined chamfer (12) have been seted up to vertical inserted block (112) one end of keeping away from riser (102), gangbar (1132) keep away from gangbar (1131) one end butt on inclined chamfer (12), and when horizontal inserted block (111) slided towards riser (102), gangbar (1132) drive vertical inserted block (112) slided towards riser (102).
2. The high-rise building verticality control construction formwork structure of claim 1, wherein: a supporting rod (3) is arranged between the base (101) and the vertical plate (102), one end of the supporting rod (3) is arranged on the base (101), and the other end of the supporting rod (3) is arranged on the vertical plate (102).
3. The high-rise building verticality control construction formwork structure of claim 1, wherein: the horizontal inserting block (111) stretches into the mounting hole (9) at one end deviating from the vertical plate (102), the wedge-shaped surface (13) is arranged at one end of the horizontal inserting block (111) stretching into the mounting hole (9), and the wedge-shaped surface (13) deviates from the floor plate (0).
4. A construction method using the high-rise building verticality control construction formwork structure of claim 3, comprising the steps of:
Step 1: measuring and planning, namely measuring a building floor plate (0) and planning the position of a wall body;
Step 2: assembling the die body (1), and respectively installing two vertical plates (102) on two bases (101);
Step 3: leveling the base (101), mounting the die body (1) on the floor plate (0) and leveling the base (101) by extruding the rubber pad (2) to deform the rubber pad (2);
Step 4: fixing the die body (1), and fixing the die body (1) after leveling the base (101);
Step 5: pouring a wall body, and pouring the wall body through a template;
step 6: and dismantling the die body (1), and dismantling the die body (1) after the poured wall is solidified.
5. The construction method of the high-rise building verticality control construction formwork structure according to claim 4, wherein: and marking the pouring position of the wall body after planning the wall body.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202210914353.7A CN115354845B (en) | 2022-08-01 | 2022-08-01 | High-rise building verticality control construction template structure and construction method thereof |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202210914353.7A CN115354845B (en) | 2022-08-01 | 2022-08-01 | High-rise building verticality control construction template structure and construction method thereof |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN115354845A CN115354845A (en) | 2022-11-18 |
| CN115354845B true CN115354845B (en) | 2024-05-14 |
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| Application Number | Title | Priority Date | Filing Date |
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| CN202210914353.7A Active CN115354845B (en) | 2022-08-01 | 2022-08-01 | High-rise building verticality control construction template structure and construction method thereof |
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| CN (1) | CN115354845B (en) |
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| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| KR20040087359A (en) * | 2003-04-07 | 2004-10-14 | 깨뱉시스템(주) | Foldable gang form and construction method using the same |
| CN210622302U (en) * | 2019-08-19 | 2020-05-26 | 王燕红 | Pouring template for building construction |
| CN111472538A (en) * | 2020-04-17 | 2020-07-31 | 深圳市嘉盛建筑工程有限公司 | Aluminum alloy template installation structure of exempting from to plaster |
| CN213806017U (en) * | 2020-09-26 | 2021-07-27 | 宋丙攀 | Novel building curtain wall corner connector |
| CN214329893U (en) * | 2020-12-30 | 2021-10-01 | 广东裕盛达建设有限公司 | Supporting structure of building construction template |
| CN214834716U (en) * | 2021-05-27 | 2021-11-23 | 中建八局第二建设有限公司 | Wall structure is led to bottom plate dislocation |
-
2022
- 2022-08-01 CN CN202210914353.7A patent/CN115354845B/en active Active
Patent Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| KR20040087359A (en) * | 2003-04-07 | 2004-10-14 | 깨뱉시스템(주) | Foldable gang form and construction method using the same |
| CN210622302U (en) * | 2019-08-19 | 2020-05-26 | 王燕红 | Pouring template for building construction |
| CN111472538A (en) * | 2020-04-17 | 2020-07-31 | 深圳市嘉盛建筑工程有限公司 | Aluminum alloy template installation structure of exempting from to plaster |
| CN213806017U (en) * | 2020-09-26 | 2021-07-27 | 宋丙攀 | Novel building curtain wall corner connector |
| CN214329893U (en) * | 2020-12-30 | 2021-10-01 | 广东裕盛达建设有限公司 | Supporting structure of building construction template |
| CN214834716U (en) * | 2021-05-27 | 2021-11-23 | 中建八局第二建设有限公司 | Wall structure is led to bottom plate dislocation |
Also Published As
| Publication number | Publication date |
|---|---|
| CN115354845A (en) | 2022-11-18 |
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