CN108331358B - Yin-yang angle positioning leveling instrument for cast-in-situ building disassembly-free template wall construction - Google Patents
Yin-yang angle positioning leveling instrument for cast-in-situ building disassembly-free template wall construction Download PDFInfo
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- CN108331358B CN108331358B CN201810303535.4A CN201810303535A CN108331358B CN 108331358 B CN108331358 B CN 108331358B CN 201810303535 A CN201810303535 A CN 201810303535A CN 108331358 B CN108331358 B CN 108331358B
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- upright post
- corner upright
- yin
- leveling instrument
- angle positioning
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- 238000011065 in-situ storage Methods 0.000 title claims abstract description 24
- 238000010276 construction Methods 0.000 title abstract description 21
- 239000000178 monomer Substances 0.000 claims description 24
- XAGFODPZIPBFFR-UHFFFAOYSA-N aluminium Chemical compound [Al] XAGFODPZIPBFFR-UHFFFAOYSA-N 0.000 claims description 7
- 229910052782 aluminium Inorganic materials 0.000 claims description 7
- 238000009415 formwork Methods 0.000 abstract description 4
- 238000009434 installation Methods 0.000 abstract description 3
- 239000004567 concrete Substances 0.000 description 10
- 238000005266 casting Methods 0.000 description 7
- 238000000034 method Methods 0.000 description 4
- 230000008569 process Effects 0.000 description 4
- 230000007306 turnover Effects 0.000 description 4
- 239000011120 plywood Substances 0.000 description 3
- 230000000712 assembly Effects 0.000 description 2
- 238000000429 assembly Methods 0.000 description 2
- 238000004134 energy conservation Methods 0.000 description 2
- 230000007613 environmental effect Effects 0.000 description 2
- 238000004519 manufacturing process Methods 0.000 description 2
- 230000004048 modification Effects 0.000 description 2
- 238000012986 modification Methods 0.000 description 2
- 238000000465 moulding Methods 0.000 description 2
- 230000003014 reinforcing effect Effects 0.000 description 2
- 238000007493 shaping process Methods 0.000 description 2
- 239000002002 slurry Substances 0.000 description 2
- 229910000831 Steel Inorganic materials 0.000 description 1
- 238000009435 building construction Methods 0.000 description 1
- 238000005034 decoration Methods 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 230000006872 improvement Effects 0.000 description 1
- 239000007788 liquid Substances 0.000 description 1
- 230000008092 positive effect Effects 0.000 description 1
- 230000009467 reduction Effects 0.000 description 1
- 239000011150 reinforced concrete Substances 0.000 description 1
- 230000002787 reinforcement Effects 0.000 description 1
- 239000010959 steel Substances 0.000 description 1
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
- 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
Abstract
The invention relates to a cast-in-situ disassembly-free formwork wall body construction female and male angle positioning leveling instrument, which comprises a male angle positioning assembly and a female angle assembly, wherein the male angle positioning assembly comprises a base, the base is fixedly connected with a foundation through a ground anchor bolt, the upper part of the base is connected with a supporting plate through an adjusting bolt, the upper surface of the supporting plate is vertically connected with two male angle upright posts, reference surfaces are arranged on the male angle upright posts, the reference surfaces of the two male angle upright posts are vertically arranged, and the two reference surfaces are respectively attached to two disassembly-free outer formworks of the male angles of a cast-in-situ building; the internal corner positioning assembly comprises a base, and an internal corner upright post is vertically arranged on the upper surface of the base; the adjacent surfaces on the outer sides of the upright posts are vertical datum surfaces, the two datum surfaces are respectively attached to two disassembly-free inner templates of the internal corners of the cast-in-situ building, the other two side surfaces of the internal corner upright posts are connected with supporting rods, and the lower end parts of the supporting rods are connected with foundations; a pull rod is connected between the external corner upright post and the internal corner upright post. The invention has simple structure, convenient installation and use, improves the working efficiency and ensures the perpendicularity of the internal and external angles.
Description
Technical Field
The invention belongs to the technical field of cast-in-place disassembly-free template building construction, and particularly relates to a yin and yang angle positioning leveling instrument for cast-in-place disassembly-free template wall construction.
Background
Along with the development of technical economy, in the field of buildings, the requirements on the quality of the buildings are continuously improved, and the consciousness of the quality is continuously enhanced, wherein concrete pouring molding is an important construction content in the construction of main structural engineering, and is also a foundation of post-decoration engineering, and the quality of the concrete pouring molding directly influences the safety and the quality of the buildings. At present, in the construction of vertical structures such as reinforced concrete frame structures, shear wall structures, frame barrel structures and the like, vertical template design is firstly carried out, the appearance of the vertical structure is enclosed by a plurality of single plywood plates and the vertical structure is arranged in a vertical sequence to form a frame-type shaping template, then the back of the plywood plate of the shaping template is provided with a square section back edge, and the outer side of the square back edge is enclosed and reinforced by double steel pipes. The main problem that current design template exists is that the right angle yin yang angle position at the template generally adopts the waiting mouth, but adopts such panel overlap joint structure, owing to do not have fixed reinforcement, the plywood easily shifts, causes the right angle yin yang angle position of concrete structure to be undirected, unsmooth straight, the cross-section warp difficultly control, in addition, easily rises the mould when the concrete casting, the piece is difficult to run thick liquid, makes the not full pleasing to the eye that influences of yin yang angle.
With the development of building templates, a cast-in-place building disassembly-free template appears in the market, the traditional template is replaced by the template, the existing casting disassembly-free template has the advantages of simple design and construction technology, easy large-area popularization and application and the like, and the cast-in-place building disassembly-free template has been widely applied in the market, and the positioning and leveling of the template, particularly the position of a yin and yang angle, are mainly ensured when the cast-in-place building disassembly-free template is used for construction; therefore, the yin-yang angle positioning leveling instrument for constructing the cast-in-situ building disassembly-free template wall body is designed.
Disclosure of Invention
The invention provides the yin-yang angle positioning leveling instrument for the cast-in-situ building disassembly-free template wall construction, which has the advantages of simple structure, convenient installation and use, work efficiency improvement, yin-yang angle perpendicularity guarantee and labor intensity reduction, and solves the technical problems in the prior art.
The invention adopts the technical proposal for solving the technical problems in the prior art that:
the utility model provides a cast-in-place dismantlement free form wall body is built with negative and positive angle location leveling instrument which characterized in that: the external corner positioning assembly comprises a base, a supporting plate and external corner stand columns, wherein the base is fixedly connected with a foundation through a ground anchor bolt, the upper part of the base is connected with the supporting plate through an adjusting bolt, the upper surface of the supporting plate is vertically connected with two external corner stand columns, reference surfaces are arranged on the external corner stand columns, the reference surfaces of the two external corner stand columns are vertically arranged, and the two reference surfaces are respectively attached to two disassembly-free external templates of the external corners of a cast-in-situ building; the internal corner positioning assembly comprises a base, wherein the lower surface of the base is a reference surface, and an internal corner upright post is vertically arranged on the upper surface of the base; the adjacent surfaces on the outer sides of the upright posts are vertical datum surfaces, the two datum surfaces are respectively attached to two disassembly-free inner templates of the internal corners of the cast-in-situ building, the other two side surfaces of the internal corner upright posts are connected with supporting rods, and the lower end parts of the supporting rods are connected with foundations; and a pull rod is connected between the external corner upright post and the internal corner upright post.
The invention can also adopt the following technical measures:
and the external corner upright post and the internal corner upright post are respectively provided with a level gauge.
The external corner upright post and the internal corner upright post are provided with grooves, turning plates are arranged on the grooves, and the inner side surfaces of the turning plates are provided with a level meter.
And the external corner upright post and the internal corner upright post are fixedly provided with a line-throwing type infrared level gauge.
And brackets are arranged on the external corner upright post and the internal corner upright post, and a projection type infrared level gauge is arranged on the brackets.
The external corner upright post adopts a sectional splicing structure, is formed by sequentially splicing a plurality of external corner upright posts, one end of each external corner upright post is provided with a plug, the other end of each external corner upright post is provided with a slot, and the adjacent external corner upright post plugs are assembled with the slots in a plugging manner and are fixed through fastening pieces.
The internal corner upright post adopts a sectional splicing structure, is formed by sequentially splicing a plurality of internal corner upright posts, is provided with a plug at one end of each internal corner upright post, is provided with a slot at the other end of each internal corner upright post, and is assembled with the slot in a plugging manner and fixed by a fastener bolt.
The external corner upright post adopts a telescopic structure and is formed by sequentially inserting a plurality of external corner upright post monomers, and the adjacent external corner upright post monomers are fixed through fastening bolts; the external corner stand column monomers comprise datum plates and C-shaped main bodies, the outer end faces of the datum plates are datum surfaces, and the datum plates of all the external corner stand column monomers are located on the same plane.
The internal corner upright post adopts a telescopic structure and is formed by sequentially inserting a plurality of internal corner upright post monomers, and the adjacent internal corner upright post monomers are fixed through fastening bolts; the internal corner stand column monomers comprise datum plates and C-shaped main bodies, the outer end faces of the datum plates are datum surfaces, and the datum plates of all the internal corner stand column monomers are located on the same plane.
The structure of the internal corner upright post and the external corner upright post is the same, a rectangular aluminum profile structure is adopted, four side surfaces of the aluminum profile are all datum planes, and each side surface is provided with a chute.
The invention has the advantages and positive effects that: the internal and external templates are positioned and fixed at the joint of the internal and external templates in the actual construction process, so that the templates are effectively prevented from shifting, and the internal and external corners of the concrete structure are square and straight in the construction process; the distortion and deformation of the cross section of the vertical structure are avoided, the mold expansion during concrete pouring is prevented, tight joint seams are ensured, slurry is not run, and the full, beautiful and shape-free internal and external corners are achieved; the yin and yang angle reinforcing device has the advantages of strong universality, convenient and quick use, flexible assembly, convenient assembly and disassembly, high strength, high rigidity, high dimensional accuracy, tight joint and quick assembly; the device can be repeatedly used, has the advantages of multiple turnover times, high turnover rate, energy conservation and environmental protection; the invention can make the quality of the appearance of the concrete vertical structure excellent at one time by using the device, thereby reducing the engineering cost and accelerating the engineering progress.
Drawings
FIG. 1 is a schematic diagram of the structure of the present invention;
FIGS. 2 and 3 are perspective views of the present invention;
FIG. 4 is a schematic view of a pin-connected panel construction for the male and female corner locating assemblies;
FIG. 5 is a schematic view of a telescopic structure for the male and female corner locating assemblies;
FIG. 6 is a schematic view of the structure of the external corner locating component and the internal corner locating component by adopting aluminum profiles;
FIG. 7 is a schematic view of a level mounting structure;
fig. 8 is a schematic view of an infrared level mounting structure.
In the figure: 1. a male corner locating assembly; 1-1, a base; 1-2, a supporting plate; 1-3, external corner posts; 1-30, a reference plate; 1-31, C-shaped body; 1-4, ground anchor bolts; 1-5, dismounting-free outer templates; 1-6, grooves; 1-7, turning plates; 1-8, a plug; 1-9, slots; 1-10, fastening bolts; 2. an inside corner locating assembly; 2-1, a base; 2-2, internal corner upright posts; 2-3, supporting rods; 2-4, detaching-free inner templates; 2-5, pull rod; 3. a foundation; 4. a level gauge; 5. an infrared level meter; 6. and a bracket.
Detailed Description
For a further understanding of the invention, its features and advantages, reference is now made to the following examples, which are illustrated in the accompanying drawings in which:
referring to fig. 1 to 3, a cast-in-situ building disassembly-free formwork wall body construction female and male angle positioning leveling instrument comprises a male angle positioning component 1 and a female angle positioning component 2, wherein the male angle positioning component comprises a base 1-1, a supporting plate 1-2 and a male angle stand column 1-3, the base 1-1 is fixedly connected with a foundation 3 through a ground anchor bolt, the upper part of the base is connected with the supporting plate through an adjusting bolt 1-4, the adjusting bolt component is used for bearing the supporting plate and can also be used for leveling the supporting plate, the upper surface of the supporting plate is vertically connected with two male angle stand columns 1-3, reference surfaces are arranged on the male angle stand columns, the reference surfaces of the two male angle stand columns are vertically arranged, and the two reference surfaces are respectively attached to two disassembly-free outer formworks 1-5 of the male angles of the cast-in-situ building; the internal corner positioning assembly 2 comprises a base 2-1, wherein the lower surface of the base is a reference surface, and the upper surface of the base is vertically provided with an internal corner upright post 2-2; the adjacent surfaces on the outer sides of the upright posts are vertical datum surfaces, the two datum surfaces are respectively attached to two disassembly-free inner templates 2-4 of the internal corner of the cast-in-situ building, the other two side surfaces of the internal corner upright post are connected with supporting rods 2-3, and the lower end parts of the supporting rods are connected with a foundation 3; in order to ensure the connection between the external corner upright post and the internal corner upright post and improve the stability of the external corner positioning component 1 and the internal corner positioning component 2, a pull rod 2-5 is connected between the external corner upright post and the internal corner upright post; the setting height of the pull rod is generally slightly higher than the casting height, and the setting height of the pull rod is generally about 3 meters, so that the sectional casting is generally adopted in the height direction during cast-in-situ construction in order to reduce the manufacturing difficulty and the construction difficulty of the template, thereby ensuring the quality of the wall and reducing the manufacturing difficulty of the construction difficulty and the disassembly-free template.
The invention can also adopt the following technical measures:
in order to improve the installation accuracy, the external corner upright post and the internal corner upright post are provided with the level instrument 4, and the level instrument can be a bubble level instrument, a level ruler or a plumb.
In order to prevent the above-mentioned level from colliding with the floor after transportation or alignment, grooves 1-6 are formed in the external corner upright post and the internal corner upright post, turning plates 1-7 are mounted on the grooves, and a level 4 is mounted on the inner side surface of each turning plate, see fig. 7.
In order to detect the flatness of the outer wall or the inner wall assembled by the disassembly-free templates, a projection type infrared level meter 5 is fixedly arranged on the external corner upright post and the internal corner upright post, and refer to fig. 8.
In order to meet the requirement of the practical sectional casting line-casting infrared level, the vertical adjustable structure is adopted, a bracket 6 is specifically arranged on the external corner upright post and the internal corner upright post, and the line-casting infrared level 5 is arranged on the bracket.
Referring to fig. 4, in order to meet the actual construction requirement and reduce the construction difficulty, the external corner upright 1-3 adopts a sectional splicing structure, and is formed by sequentially splicing a plurality of external corner uprights, one end of each external corner upright is provided with a plug 1-8, the other end of each external corner upright is provided with a slot 1-9, and the plugs of adjacent external corner uprights are assembled with the slots in a plugging manner and are fixed through fastening bolts 1-10.
Similarly, the internal corner upright post adopts a sectional splicing structure, the structure is the same as the external corner upright post telescopic structure, the internal corner upright post telescopic structure is formed by sequentially splicing a plurality of internal corner upright posts, one end of each internal corner upright post is provided with a plug, the other end of each internal corner upright post is provided with a slot, and the adjacent internal corner upright post plugs are assembled with the slots in an inserting way and are fixed through fastening pieces.
In addition, referring to fig. 5, the external corner upright posts 1-3 may also adopt a telescopic structure, and are formed by sequentially inserting a plurality of external corner upright post monomers, and adjacent external corner upright post monomers are fixed by fastening bolts; the external corner stand column monomers comprise datum plates 1-30 and C-shaped main bodies 1-31, the outer end faces of the datum plates are datum surfaces, and the datum plates of all the external corner stand column monomers are located on the same plane.
The internal corner upright post can also adopt a telescopic structure, the structure is the same as that of the external corner upright post, the internal corner upright post is formed by sequentially inserting a plurality of internal corner upright post monomers, and the adjacent internal corner upright post monomers are fixed through fastening bolts; the internal corner stand column monomers comprise datum plates and C-shaped main bodies, the outer end faces of the datum plates are datum surfaces, and the datum plates of all the internal corner stand column monomers are located on the same plane.
In addition, referring to fig. 6, the structures of the inside corner stand columns and the outside corner stand columns are the same and are rectangular aluminum profile structures, four side surfaces of the aluminum profile are datum planes, each side surface is provided with a chute, and a connecting piece is arranged in the chute between two adjacent inside corner stand columns or outside corner stand columns in a splicing manner to splice the two inside corner stand columns or outside corner stand columns together; wherein, the sliding groove can be internally provided with a sliding block, and the outer part of the sliding block is connected with a bracket for placing an infrared level.
The internal and external templates are positioned and fixed at the joint of the internal and external templates in the actual construction process, so that the templates are effectively prevented from shifting, and the internal and external corners of the concrete structure are square and straight in the construction process; the distortion and deformation of the cross section of the vertical structure are avoided, the mold expansion during concrete pouring is prevented, tight joint seams are ensured, slurry is not run, and the full, beautiful and shape-free internal and external corners are achieved; the yin and yang angle reinforcing device has the advantages of strong universality, convenient and quick use, flexible assembly, convenient assembly and disassembly, high strength, high rigidity, high dimensional accuracy, tight joint and quick assembly; the device can be repeatedly used, has the advantages of multiple turnover times, high turnover rate, energy conservation and environmental protection; the invention can make the quality of the appearance of the concrete vertical structure excellent at one time by using the device, thereby reducing the engineering cost and accelerating the engineering progress.
The foregoing description is only of the preferred embodiments of the present invention, and is not intended to limit the invention in any way, but any simple modification, equivalent variation and modification of the above embodiments according to the technical principles of the present invention are within the scope of the technical solutions of the present invention.
Claims (10)
1. The utility model provides a cast-in-place dismantlement free form wall body is built with negative and positive angle location leveling instrument which characterized in that: the external corner positioning assembly comprises a base, a supporting plate and external corner stand columns, wherein the base is fixedly connected with a foundation through a ground anchor bolt, the upper part of the base is connected with the supporting plate through an adjusting bolt, the upper surface of the supporting plate is vertically connected with two external corner stand columns, reference surfaces are arranged on the external corner stand columns, the reference surfaces of the two external corner stand columns are vertically arranged, and the two reference surfaces are respectively attached to two disassembly-free external templates of the external corners of a cast-in-situ building; the internal corner positioning assembly comprises a base, wherein the lower surface of the base is a reference surface, and an internal corner upright post is vertically arranged on the upper surface of the base; the adjacent surfaces on the outer sides of the upright posts are vertical datum surfaces, the two datum surfaces are respectively attached to two disassembly-free inner templates of the internal corners of the cast-in-situ building, the other two side surfaces of the internal corner upright posts are connected with supporting rods, and the lower end parts of the supporting rods are connected with foundations; and a pull rod is connected between the external corner upright post and the internal corner upright post.
2. The yin-yang angle positioning leveling instrument for constructing an in-situ pouring disassembly-free template wall body according to claim 1, wherein the yin-yang angle positioning leveling instrument comprises the following components: and the external corner upright post and the internal corner upright post are respectively provided with a level gauge.
3. The yin-yang angle positioning leveling instrument for constructing an in-situ pouring disassembly-free template wall body according to claim 1, wherein the yin-yang angle positioning leveling instrument comprises the following components: the external corner upright post and the internal corner upright post are provided with grooves, turning plates are arranged on the grooves, and the inner side surfaces of the turning plates are provided with a level meter.
4. The yin-yang angle positioning leveling instrument for constructing an in-situ pouring disassembly-free template wall body according to claim 1, wherein the yin-yang angle positioning leveling instrument comprises the following components: and the external corner upright post and the internal corner upright post are fixedly provided with a line-throwing type infrared level gauge.
5. The yin-yang angle positioning leveling instrument for constructing an in-situ pouring disassembly-free template wall body according to claim 1, wherein the yin-yang angle positioning leveling instrument comprises the following components: and brackets are arranged on the external corner upright post and the internal corner upright post, and a projection type infrared level gauge is arranged on the brackets.
6. The yin-yang angle positioning leveling instrument for constructing an in-situ pouring disassembly-free template wall body according to claim 1, wherein the yin-yang angle positioning leveling instrument comprises the following components: the external corner upright post adopts a sectional splicing structure, is formed by sequentially splicing a plurality of external corner upright posts, one end of each external corner upright post is provided with a plug, the other end of each external corner upright post is provided with a slot, and the adjacent external corner upright post plugs are assembled with the slots in a plugging manner and are fixed through fastening pieces.
7. The yin-yang angle positioning leveling instrument for constructing an in-situ pouring disassembly-free template wall body according to claim 1, wherein the yin-yang angle positioning leveling instrument comprises the following components: the internal corner upright post adopts a sectional splicing structure, is formed by sequentially splicing a plurality of internal corner upright posts, is provided with a plug at one end of each internal corner upright post, is provided with a slot at the other end of each internal corner upright post, and is assembled with the slot in a plugging manner and fixed by a fastener bolt.
8. The yin-yang angle positioning leveling instrument for constructing an in-situ pouring disassembly-free template wall body according to claim 1, wherein the yin-yang angle positioning leveling instrument comprises the following components: the external corner upright post adopts a telescopic structure and is formed by sequentially inserting a plurality of external corner upright post monomers, and the adjacent external corner upright post monomers are fixed through fastening bolts; the external corner stand column monomers comprise datum plates and C-shaped main bodies, the outer end faces of the datum plates are datum surfaces, and the datum plates of all the external corner stand column monomers are located on the same plane.
9. The yin-yang angle positioning leveling instrument for constructing an in-situ pouring disassembly-free template wall body according to claim 1, wherein the yin-yang angle positioning leveling instrument comprises the following components: the internal corner upright post adopts a telescopic structure and is formed by sequentially inserting a plurality of internal corner upright post monomers, and the adjacent internal corner upright post monomers are fixed through fastening bolts; the internal corner stand column monomers comprise datum plates and C-shaped main bodies, the outer end faces of the datum plates are datum surfaces, and the datum plates of all the internal corner stand column monomers are located on the same plane.
10. The yin-yang angle positioning leveling instrument for constructing an in-situ pouring disassembly-free template wall body according to claim 1, wherein the yin-yang angle positioning leveling instrument comprises the following components: the structure of the internal corner upright post and the external corner upright post is the same, a rectangular aluminum profile structure is adopted, four side surfaces of the aluminum profile are all datum planes, and each side surface is provided with a chute.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201810303535.4A CN108331358B (en) | 2018-04-07 | 2018-04-07 | Yin-yang angle positioning leveling instrument for cast-in-situ building disassembly-free template wall construction |
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201810303535.4A CN108331358B (en) | 2018-04-07 | 2018-04-07 | Yin-yang angle positioning leveling instrument for cast-in-situ building disassembly-free template wall construction |
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| Publication Number | Publication Date |
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| CN108331358A CN108331358A (en) | 2018-07-27 |
| CN108331358B true CN108331358B (en) | 2023-11-17 |
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| CN201810303535.4A Active CN108331358B (en) | 2018-04-07 | 2018-04-07 | Yin-yang angle positioning leveling instrument for cast-in-situ building disassembly-free template wall construction |
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| CN112459465B (en) * | 2020-11-26 | 2022-11-22 | 晟通科技集团有限公司 | Template combination and template combination construction method |
Citations (9)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| GB617153A (en) * | 1945-03-31 | 1949-02-02 | Farrans Ltd | Improvements in or relating to shuttering for the construction of walls |
| US5088578A (en) * | 1989-06-12 | 1992-02-18 | Gates & Sons, Inc. | Movable support mechanism for construction of elevator shafts and the like |
| CN2218222Y (en) * | 1995-05-19 | 1996-01-24 | 中国建筑科学研究院模板工程部 | Large-size angle adjustable formwork |
| CN2489023Y (en) * | 2001-07-05 | 2002-05-01 | 王振功 | High precision universal combined big shuttering |
| WO2010091452A1 (en) * | 2009-02-10 | 2010-08-19 | Precast Modular Solutions Pty Ltd | Modular building construction arrangement |
| CN204645337U (en) * | 2015-03-05 | 2015-09-16 | 南京金中建幕墙装饰有限公司 | A kind of rectangle column negative and positive angle curtain wall |
| CN204691252U (en) * | 2015-06-03 | 2015-10-07 | 江苏南通二建集团有限公司 | A kind of concrete wall template inner corner trim fastener |
| CN204983634U (en) * | 2015-07-13 | 2016-01-20 | 江苏南通三建集团有限公司 | Y shape split bolt reinforced structure of waterproof position concrete wall bight form setting |
| CN208184248U (en) * | 2018-04-07 | 2018-12-04 | 廊坊卓锐建材有限公司 | One kind is cast-in-place to build positioning surface level-meter in template wall construction yin-yang angle free of demolition |
-
2018
- 2018-04-07 CN CN201810303535.4A patent/CN108331358B/en active Active
Patent Citations (9)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| GB617153A (en) * | 1945-03-31 | 1949-02-02 | Farrans Ltd | Improvements in or relating to shuttering for the construction of walls |
| US5088578A (en) * | 1989-06-12 | 1992-02-18 | Gates & Sons, Inc. | Movable support mechanism for construction of elevator shafts and the like |
| CN2218222Y (en) * | 1995-05-19 | 1996-01-24 | 中国建筑科学研究院模板工程部 | Large-size angle adjustable formwork |
| CN2489023Y (en) * | 2001-07-05 | 2002-05-01 | 王振功 | High precision universal combined big shuttering |
| WO2010091452A1 (en) * | 2009-02-10 | 2010-08-19 | Precast Modular Solutions Pty Ltd | Modular building construction arrangement |
| CN204645337U (en) * | 2015-03-05 | 2015-09-16 | 南京金中建幕墙装饰有限公司 | A kind of rectangle column negative and positive angle curtain wall |
| CN204691252U (en) * | 2015-06-03 | 2015-10-07 | 江苏南通二建集团有限公司 | A kind of concrete wall template inner corner trim fastener |
| CN204983634U (en) * | 2015-07-13 | 2016-01-20 | 江苏南通三建集团有限公司 | Y shape split bolt reinforced structure of waterproof position concrete wall bight form setting |
| CN208184248U (en) * | 2018-04-07 | 2018-12-04 | 廊坊卓锐建材有限公司 | One kind is cast-in-place to build positioning surface level-meter in template wall construction yin-yang angle free of demolition |
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| Publication number | Publication date |
|---|---|
| CN108331358A (en) | 2018-07-27 |
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