CN108661329A - The mounting bracket of prefabricated components, precast wall body and its installation method containing the holder - Google Patents
The mounting bracket of prefabricated components, precast wall body and its installation method containing the holder Download PDFInfo
- Publication number
- CN108661329A CN108661329A CN201810381811.9A CN201810381811A CN108661329A CN 108661329 A CN108661329 A CN 108661329A CN 201810381811 A CN201810381811 A CN 201810381811A CN 108661329 A CN108661329 A CN 108661329A
- Authority
- CN
- China
- Prior art keywords
- prefabricated
- mounting bracket
- prefabricated panel
- backup pad
- prefabricated components
- 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.)
- Granted
Links
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
-
- 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
- E04G21/167—Tools or apparatus specially adapted for working-up plates, panels or slab shaped building 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
- E04G21/00—Preparing, conveying, or working-up building materials or building elements in situ; Other devices or measures for constructional work
- E04G21/24—Safety or protective measures preventing damage to building parts or finishing work during construction
- E04G21/26—Strutting means for wall parts; Supports or the like, e.g. for holding in position prefabricated walls
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 present invention relates to a kind of mounting bracket of prefabricated components, precast wall bodies and its installation method containing the holder, the mounting bracket of one of which prefabricated components includes the upper backup pad and lower supporting plate being oppositely arranged, several upper adjustable columns are fixed in the lower end of upper backup pad, the lower adjustable column being oppositely arranged with upper adjustable column is fixed in the upper end of lower supporting plate, plus thread is set on upper adjustable column, left-hand thread, upper adjustable column and lower adjustable column periphery threaded coupling sleeve are set on lower adjustable column.Using the mounting bracket of prefabricated components made from this method, height can be adjusted with the precast floor slab of different-thickness, and application range is wider.
Description
Technical field
The present invention relates to moulding prefabricated components in construction to build field, and in particular to a kind of installation of prefabricated components
Holder, precast wall body and its installation method containing the holder.
Background technology
In order to improve construction efficiency, many buildings are built using assembled module.Previously prepared Side fascia, interior wall
The prefabricated components such as plate, floor, beam, stair, column, then transport to construction site, splicing is carried out at the construction field (site) builds.
In build process, in the multiple supporting mechanisms of ground supports, precast floor slab is built in supporting mechanism upper surface, adjacent
There are certain intervals between two precast floor slabs, reserve the installation site of last layer prefabricated panel, last layer prefabricated panel is hung
It is filled to after designated position, forms connection cavity between prefabricated panel and two precast floor slabs.Adjust the levelness of prefabricated panel
And height, after the completion of adjusting, in connect cavity concrete perfusion, completion prefabricated panel and precast floor slab are built.
When installing last layer prefabricated panel, it usually needs in its lower end erection support, with to last layer prefabricated panel
It is supported.Authorization Notice No. is that the Chinese patent of CN205369690U discloses a kind of assembled architecture prefabricated panel, such as Fig. 1
Shown, precast wall body includes the first prefabricated panel 7, the second prefabricated panel 8, between the first prefabricated panel 7 and the second prefabricated panel 8
Supporting rack is installed, supporting rack includes bolting fixed upper backup pad 1 with the second prefabricated panel 8, solid with the first prefabricated panel 7 bolt
Fixed lower supporting plate 2 connects more support columns 101 between upper backup pad 1 and lower supporting plate 2, to face the realization of upper prefabricated panel
Shi Dingwei.
But during practice of construction, the interval between the first prefabricated panel 7 and the second prefabricated panel 8 is according to prefabricated
The thickness of floor 9 adjusts accordingly, and the spacing of upper backup pad 1 and lower supporting plate 2 is certain in existing supporting rack, Bu Nengsui
The thickness of precast floor slab 9 is adjusted, need to carry out according to different 9 thickness of precast floor slab it is in addition customized, it is comparatively laborious.
Invention content
The object of the present invention is to provide a kind of mounting bracket of prefabricated components, height can be with the prefabricated building of different-thickness
Plate is adjusted, and application range is wider.
The present invention above-mentioned technical purpose technical scheme is that：A kind of installation branch of prefabricated components
Several upper adjustable columns, lower supporting plate are fixed in the lower end of frame, including the upper backup pad and lower supporting plate that are oppositely arranged, upper backup pad
Upper end fix the lower adjustable column being oppositely arranged with upper adjustable column, plus thread is set on upper adjustable column, is arranged on lower adjustable column
Left-hand thread, upper adjustable column and lower adjustable column periphery threaded coupling sleeve.
The mounting bracket of prefabricated components is mainly used for prefabricated panel or prefabricated stand column building vertically, with prefabricated
For wallboard, when vertically constructing precast wall body using polylith prefabricated panel, lifts and build on the first prefabricated panel
Second prefabricated panel reserves the installation gap of precast floor slab between the first prefabricated panel and the second prefabricated panel.
In order to make the second prefabricated panel be aligned with the first prefabricated panel, it is pre- that the mounting bracket of prefabricated components is placed on first
Wallboard upper surface processed, upper backup pad are connected with the lower face of the second prefabricated panel, the upper end of lower supporting plate and the first prefabricated panel
Face is connected.At this point, rotating forward or inverting sleeve, the gap between the second prefabricated panel and the first prefabricated panel is adjusted, in order to
It is matched with the height of precast floor slab.
Further, upper backup pad is detachably connected positioning column, and positioning column passes through upper backup pad, positioning column to pass through upper support
The end of plate is higher than the upper surface of upper backup pad；Lower supporting plate does same setting with upper backup pad.
Positioning column can carry out Primary Location to the position of the mounting bracket of prefabricated components in advance, adjust the peace of prefabricated components
Holder is filled to suitable position, then by the mounting bracket of prefabricated components be fixed on the first prefabricated panel and the second prefabricated panel it
Between, to facilitate the levelness of the second prefabricated panel of later stage pair to be adjusted.
Preferably, positioning column is threadedly coupled with upper backup pad/lower supporting plate.
Further, upper backup pad includes two sides one parallel with precast wall body length direction, wide with precast wall body
Two parallel sides two of direction are spent, upper backup pad is separately connected height-regulating bolt close to the position of two sides one.
Using above technical scheme, the positioning column of the mounting bracket of prefabricated components matches it with the second prefabricated panel grafting
Afterwards, two height-regulating bolts are rotated, bolt is turned up, the end of upper backup pad is passed through to be abutted with the lower face of the second prefabricated panel, in turn
The levelness of second prefabricated panel is adjusted, ensures the verticality for finally building wall.
Further, upper backup pad and lower supporting plate are equipped with several fixing bolts through upper backup pad/lower supporting plate.
Using above technical scheme, after the location determination of the second prefabricated panel and the first prefabricated panel, fixing bolt is used
The mounting bracket of prefabricated components and the first prefabricated panel and the second prefabricated panel are fixed temporarily.The position of second prefabricated panel
It sets after determining, is supported fixation using the second prefabricated panel of holder pair, the fixing bolt of the mounting bracket of prefabricated components is torn open
Fall, the mounting bracket of prefabricated components can reuse.
Further, grip part is set on sleeve or opens up handle hole.
Using above technical scheme, operator is more convenient to exert a force to sleeve.
It, can be according to slab thickness phase with easy for installation another object of the present invention is to provide a kind of precast wall body
The spacing between upper and lower two wallboards should be adjusted.
The above-mentioned purpose of the present invention is achieved by the following technical programs：A kind of precast wall body, including the first dry wall
Plate, connects the mounting bracket of above-mentioned prefabricated components above the first prefabricated panel, connection the above the mounting bracket of prefabricated components
The positioning groove coordinated with positioning column, the first dry wall are opened up on two prefabricated panels, the first prefabricated panel and the second prefabricated panel
The steel cylinder with fixing bolt screw-thread fit is further fixed in plate and the second prefabricated panel.
Using above technical scheme, the first prefabricated panel and the second prefabricated panel are connected using the mounting bracket of prefabricated components
It connects, the height of the mounting bracket by adjusting prefabricated components, and then adjusts the spacing of the first prefabricated panel and the second prefabricated panel.
In addition, after the second prefabricated panel is fixed using holder, you can remove the mounting bracket of prefabricated components, convenient for recycling.
It is above-mentioned with easy to operate a further purpose of the present invention is to provide a kind of installation method of precast wall body
The mounting bracket of prefabricated components repeats the characteristics of utilizing.
The above-mentioned purpose of the present invention is achieved by the following technical programs：A kind of installation method of precast wall body, including
Following steps：
S1, in the first prefabricated panel of ground supports, the on both sides of the upper end of the first prefabricated panel be respectively adopted holder support one it is pre-
Floor processed；
Installation gap is reserved between S2, precast floor slab and the first prefabricated panel, and supports lower template in installation gap location；
S3, the mounting bracket of at least two above-mentioned prefabricated components is fixed in the first prefabricated panel upper surface；
S4, the second prefabricated panel is connected above the mounting bracket of prefabricated components, stayed between the second prefabricated panel and precast floor slab
There is operating clearance, the height of the second prefabricated panel is adjusted；When the mounting bracket of prefabricated components is adjusted to highly minimum, operation
Gap is identical as the mounting bracket height of prefabricated components.
Precast wall body is constructed according to above method, the first prefabricated panel upper surface mounting bracket is convenient pre- to second
The levelness and height of wallboard processed are adjusted.After the location determination of second prefabricated panel, other pillar pair second is used
Prefabricated panel is supported, and reduces the height of the mounting bracket of prefabricated components, by the fixation spiral shell in the mounting bracket of prefabricated components
Bolt and positioning column remove, and are taken out from operating clearance, are conducive to recycle.
In conclusion the invention has the advantages that：
1, the mounting bracket of prefabricated components can adjust height by sleeve, can also adjust the second dry wall by the way that bolt is turned up
The levelness of plate makes the precast wall body finally constructed have preferable verticality, and facilitates precast wall body and precast floor slab phase
Even；
2, positioning column and fixing bolt are dismountable in the mounting bracket of prefabricated components, facilitate and take the mounting bracket of prefabricated components
Go out, can be recycled.
Description of the drawings
Fig. 1 is the schematic diagram in background technology；
Fig. 2 is the structural schematic diagram of the mounting bracket of prefabricated components in embodiment one；
Fig. 3 is that the mounting bracket of prefabricated components is in the structural schematic diagram of compressive state；
Fig. 4 is the structural schematic diagram of precast wall body in embodiment two；
Fig. 5 is the sectional view in the directions A-A in Fig. 2；
Fig. 6 is the sectional view in the directions B-B in Fig. 2；
Fig. 7 is the matching relationship schematic diagram of positioning column and upper backup pad rotation clamping.
In figure, 1, upper backup pad；11, upper adjustable column；111, plus thread；12, side one；13, side two；2, lower supporting plate；21、
Lower adjustable column；211, left-hand thread；3, sleeve；31, grip part；32, handle hole；4, positioning column；5, bolt is turned up；6, fixed spiral shell
Bolt；7, the first prefabricated panel；71, positioning groove；72, steel cylinder；73, reinforcing bar is connected；8, the second prefabricated panel；9, precast floor slab；
90, gap is installed；91, lower template；92, operating clearance；101, support column.
Specific implementation mode
Invention is further described in detail with reference to embodiments.
Embodiment one：A kind of mounting bracket of prefabricated components, as shown in Fig. 2, in assembled architecture, to dry wall
The prefabricated components such as plate, prefabricated post are supported, and are built to superstructure with facilitating.
The mounting bracket of prefabricated components includes upper backup pad 1, the lower supporting plate 2 opposite with upper backup pad 1, upper backup pad 1
Lower end symmetrically fix two upper adjustable columns 11（In conjunction with Fig. 3）, two and upper adjustable column 11 are fixed in the upper end of lower supporting plate 2
Opposite lower adjustable column 21.Plus thread 111 is set on upper adjustable column 11, left-hand thread 211, upper adjustable column are set on lower adjustable column 21
11 and lower adjustable column 21 periphery threaded coupling sleeve 3.The periphery middle position of sleeve 3 can open up handle hole 32（In conjunction with
Fig. 3）, to facilitate insertion tool to exert a force sleeve 3, sleeve 3 is made to rotate;The periphery middle position of sleeve 3 can also concave
It falls into and forms grip part 31（In conjunction with Fig. 7）, the person of being conveniently operated is to the force of sleeve 3.
Rotational sleeve 3, upper adjustable column 11 and lower adjustable column 21 are relatively close or separate, so drive upper backup pad 1 with
Lower supporting plate 2 is close（As shown in the state in Fig. 3）Or it is separate（As shown in the state in Fig. 2）.
Primary Location is carried out to the mounting bracket of prefabricated components for convenience, in the centre of upper backup pad 1 and lower supporting plate 2
It is threadedly coupled positioning column 4 respectively, positioning column 4 penetrates through upper backup pad 1 or lower supporting plate 2 extends, and matches with prefabricated components to facilitate
Close positioning.Positioning column 4 can also use rotation clamping either other can realize and be temporarily installed at upper backup pad 1 or lower support
Method on plate 2 can be with.
The thread connecting mode of positioning column 4 is as shown in Figure 6.The mode of the rotation clamping of positioning column 4 is as shown in fig. 7, positioning column 4
Circumferential wall deviate from radially fixed two symmetrical guide protrusions 41, upper backup pad 1 and 4 matched inner side wall of through hole of positioning column
Opened up from 1 upper surface of upper backup pad with 41 matched guiding groove 14 of guide protrusions, be oriented to groove 14 far from upper backup pad 1
Upper surface end is to a ring slot 15 is opened up inside upper backup pad 1, to facilitate guide protrusions 41 to slide into row along groove 14 is oriented to
Rotation is positioned with the clamping of annular groove 15 behind journey end.
Two ends opposite through upper backup pad 1 bolt a height-regulating bolt 5 respectively, and the installation site of bolt 5 is turned up
It is determined on a case-by-case basis.In conjunction with Fig. 2, by taking prefabricated panel as an example, upper backup pad two sides parallel with precast wall body length direction
Face is named as side 1, and parallel with precast wall body width direction two sides are named as side 2 13, and upper backup pad is close
The position of two sides 1 is separately connected a height-regulating bolt 5, the width in the line direction and prefabricated panel of two height-regulating bolts 5
It is vertical to spend extending direction, when rotating two height-regulating bolts 5, the gradient of prefabricated panel accordingly changes, to facilitate adjustment dry wall
The levelness of plate.
In addition, four corners of upper backup pad 1 and lower supporting plate 2 bolt fixing bolt 6 respectively, prefabricated components adjust water
After flat, upper backup pad 1 and lower supporting plate 2 are connected with prefabricated components using fixing bolt 6.
Embodiment two：A kind of precast wall body, as shown in figure 4, the first prefabricated panel 7 including being supported on ground, first is pre-
The both sides of 7 upper surface of wallboard processed use holder to support precast floor slab 9, the upper surface of precast floor slab 9 and the first prefabricated panel 7 respectively
Between there are installation gap 90, and the gap location support lower template 91, to facilitate later stage casting concrete.It is prefabricated first
The mounting bracket of the prefabricated components in embodiment one is fixed in 7 upper surface of wallboard, is connected above the mounting bracket of the prefabricated components
Second prefabricated panel 8, the second prefabricated panel 8 are lifted to suitable position, to facilitate the levelness progress to the second prefabricated panel 8
It adjusts.Wherein, the surrounding of the first prefabricated panel 7 and the second prefabricated panel 8 each extends over the multiple connection reinforcing bars 73 of setting, prefabricated structure
After the height adjustment properly of the mounting bracket of part, the connection steel of the first prefabricated panel 7 and 8 relative extension of the second prefabricated panel is welded
Muscle 73 carries out Primary Location to the second prefabricated panel 8.
It is equal at position corresponding with positioning column 4 on the first prefabricated panel 7 and the second prefabricated panel 8 in conjunction with Fig. 5 and Fig. 6
It opens up and 4 matched positioning groove 71 of positioning column, the first prefabricated panel 7 and the second prefabricated panel 8 position opposite with fixing bolt 6
The place of setting is embedded steel cylinder 72, and the inside of steel cylinder 72 is matched with 6 screw thread of fixing bolt.
In addition, there are operating clearances 92 between the second prefabricated panel 8 and precast floor slab 9, when the first prefabricated panel 7 and second
After prefabricated panel 8 is tentatively welded and fixed, the mounting brackets of prefabricated components is adjusted to minimum, and positioning column 4 and fixing bolt 6 are removed,
It is further reduced the volume of the mounting bracket of prefabricated components, and it is taken out from operating clearance 92, convenient for follow-up recycling.
Later, casting concrete in the space formed by the first prefabricated panel 7, the second prefabricated panel 8 and precast floor slab 9, it is complete prefabricated
Wall is built.
Embodiment three：A kind of installation method of precast wall body, includes the following steps：
S1, in the first prefabricated panel of ground supports 7,7 on both sides of the upper end of the first prefabricated panel lift respectively with the first prefabricated panel 7
The lower face of vertical precast floor slab 9, precast floor slab 9 is supported using holder, and more firm foundation structure is formed to facilitate；
When S2, precast floor slab 9 lift, there are installation gaps 90 between precast floor slab 9 and the first prefabricated panel 7；Due to installation
The lower supporting plate 2 of mounting bracket of the gap 90 apart from prefabricated components is closer, and installation gap 90 can be passed through on lower supporting plate 2
Positioning column 4 and fixing bolt 6 be adjusted.After the completion of adjusting, lower template 91 can be supported below installation gap 90, with side
Just casting concrete；
S3, the installation branch of the prefabricated components in one embodiment one is fixed respectively at the both ends of the upper surface of the first prefabricated panel 7
Frame, to realize the support more stable to the second prefabricated panel 8；The quantity of the mounting bracket of prefabricated components is not limited to two；
S4, the second prefabricated panel of mounting bracket upper lifting 8 in prefabricated components, after the lifting in place of the second prefabricated panel 8, second
There are operating clearances 92 between prefabricated panel 8 and precast floor slab 9, to facilitate the height to the mounting bracket of prefabricated components to adjust
Section；The width of operating clearance 92 is at least identical as the height that the mounting bracket of prefabricated components minimizes；
S5, the first prefabricated panel 7, the second prefabricated panel 8 extend outwardly with the surrounding of precast floor slab 9 and are fixedly connected with reinforcing bar 73,
After the mounting bracket adjustment of prefabricated components is horizontal, the first prefabricated panel 7 and the opposite connection steel of the second prefabricated panel 8 are welded in advance
Muscle 73 makes the second prefabricated panel 8 be fixed temporarily；After the mounting bracket use of prefabricated components, taken out from operating clearance 92.
This specific embodiment is only explanation of the invention, is not limitation of the present invention, people in the art
Member can as needed make the present embodiment the modification of not creative contribution after reading this specification, but as long as at this
It is all protected by Patent Law in the right of invention.
Claims (8)
1. a kind of mounting bracket of prefabricated components, including the upper backup pad that is oppositely arranged（1）And lower supporting plate（2）, feature exists
In：Upper backup pad（1）Lower end fix several upper adjustable columns（11）, lower supporting plate（2）Upper end fix with upper adjustable column
（11）The lower adjustable column being oppositely arranged（21）, upper adjustable column（11）Upper setting plus thread（111）, lower adjustable column（21）Upper setting is anti-
Screw thread（211）, upper adjustable column（11）With lower adjustable column（21）Periphery threaded coupling sleeve（3）.
2. the mounting bracket of prefabricated components according to claim 1, it is characterised in that：Upper backup pad（1）It is detachably connected
Positioning column（4）, positioning column（4）Across upper backup pad（1）, positioning column（4）Across upper backup pad（1）End be higher than upper backup pad
（1）Upper surface；Lower supporting plate（2）With upper backup pad（1）Do same setting.
3. the mounting bracket of prefabricated components according to claim 2, it is characterised in that:Positioning column（4）With upper backup pad
（1）/ lower supporting plate（2）It is threadedly coupled.
4. according to the mounting bracket of claim 1-3 any one of them prefabricated components, it is characterised in that:Upper backup pad（1）
Include two sides one parallel with precast wall body length direction（12）, two sides two parallel with precast wall body width direction
（13）, upper backup pad（1）Close to two sides one（12）Position be separately connected height-regulating bolt（5）.
5. the mounting bracket of prefabricated components according to claim 4, it is characterised in that:Upper backup pad（1）And lower supporting plate
（2）It is equipped with several through upper backup pad（1）/ lower supporting plate（2）Fixing bolt（6）.
6. the mounting bracket of prefabricated components according to claim 4, it is characterised in that:Sleeve（3）Upper setting grip part
（31）Or open up handle hole（32）.
7. a kind of precast wall body, it is characterised in that：Including the first prefabricated panel（7）, the first prefabricated panel（7）Top connects right
It is required that the mounting bracket of 2-6 any one of them prefabricated components, the mounting bracket top of prefabricated components connects the second prefabricated panel
（8）, the first prefabricated panel（7）With the second prefabricated panel（8）On open up and positioning column（4）The positioning groove of cooperation（71）, first
Prefabricated panel（7）With the second prefabricated panel（8）It is inside further fixed on and fixing bolt（6）The steel cylinder of screw-thread fit（72）.
8. a kind of installation method of precast wall body as claimed in claim 7, it is characterised in that：Include the following steps：
S1, in the first prefabricated panel of ground supports（7）, the first prefabricated panel（7）On both sides of the upper end be respectively adopted holder support
One precast floor slab（9）；
S2, precast floor slab（9）With the first prefabricated panel（7）Between reserve installation gap（90）, and in installation gap（90）Place
Support lower template（91）；
S3, in the first prefabricated panel（7）The peace of at least two claim 1-5 any one of them prefabricated components is fixed in upper surface
Fill holder；
S4, the second prefabricated panel is connected above the mounting bracket of prefabricated components（8）, the second prefabricated panel（8）And precast floor slab
（9）Between there are operating clearances（92）, to the second prefabricated panel（8）Height be adjusted；The mounting bracket tune of prefabricated components
When minimum to height, operating clearance（92）It is identical as the mounting bracket height of prefabricated components.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201810381811.9A CN108661329B (en) | 2018-04-25 | 2018-04-25 | Mounting bracket for prefabricated part, prefabricated wall body comprising same and mounting method of prefabricated wall body |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201810381811.9A CN108661329B (en) | 2018-04-25 | 2018-04-25 | Mounting bracket for prefabricated part, prefabricated wall body comprising same and mounting method of prefabricated wall body |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN108661329A true CN108661329A (en) | 2018-10-16 |
| CN108661329B CN108661329B (en) | 2023-06-30 |
Family
ID=63780966
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201810381811.9A Active CN108661329B (en) | 2018-04-25 | 2018-04-25 | Mounting bracket for prefabricated part, prefabricated wall body comprising same and mounting method of prefabricated wall body |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN108661329B (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110258808A (en) * | 2019-05-31 | 2019-09-20 | 郑州航空工业管理学院 | A kind of assembled architecture reinforcement assembly and assembled architecture |
| CN111119513A (en) * | 2020-01-09 | 2020-05-08 | 付萍 | Temporary support for mounting fabricated concrete stair and preparation and application thereof |
| CN112983049A (en) * | 2021-03-11 | 2021-06-18 | 三能集成房屋股份有限公司 | Prefabricated wallboard supporting system and using method thereof |
Citations (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| WO2014032558A1 (en) * | 2012-08-28 | 2014-03-06 | Chu Mingjin | Assembled and integrated shear wall building structure and construction method |
| CN104790676A (en) * | 2015-04-29 | 2015-07-22 | 中国十七冶集团有限公司 | Rapid leveling and alignment device and method for installation of prefabricated wallboards |
| CN105178610A (en) * | 2015-10-21 | 2015-12-23 | 长春工程学院 | Three-dimensional adjustable and temporary fixing device for prefabricated wall board |
| CN205713146U (en) * | 2016-05-01 | 2016-11-23 | 河北中儒软件科技股份有限公司 | A kind of quick location and installation attachment structure of PC prefabricated panel |
| CN106193623A (en) * | 2016-07-29 | 2016-12-07 | 刘祥锦 | A kind of prefabricated concrete structure construction method |
| CN206928669U (en) * | 2017-07-17 | 2018-01-26 | 中建科技河南有限公司 | A kind of support meanss of vertical prefabricated components |
| CN208363650U (en) * | 2018-04-25 | 2019-01-11 | 李藏柱 | The mounting bracket of prefabricated components, the precast wall body containing the bracket |
-
2018
- 2018-04-25 CN CN201810381811.9A patent/CN108661329B/en active Active
Patent Citations (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| WO2014032558A1 (en) * | 2012-08-28 | 2014-03-06 | Chu Mingjin | Assembled and integrated shear wall building structure and construction method |
| CN104790676A (en) * | 2015-04-29 | 2015-07-22 | 中国十七冶集团有限公司 | Rapid leveling and alignment device and method for installation of prefabricated wallboards |
| CN105178610A (en) * | 2015-10-21 | 2015-12-23 | 长春工程学院 | Three-dimensional adjustable and temporary fixing device for prefabricated wall board |
| CN205713146U (en) * | 2016-05-01 | 2016-11-23 | 河北中儒软件科技股份有限公司 | A kind of quick location and installation attachment structure of PC prefabricated panel |
| CN106193623A (en) * | 2016-07-29 | 2016-12-07 | 刘祥锦 | A kind of prefabricated concrete structure construction method |
| CN206928669U (en) * | 2017-07-17 | 2018-01-26 | 中建科技河南有限公司 | A kind of support meanss of vertical prefabricated components |
| CN208363650U (en) * | 2018-04-25 | 2019-01-11 | 李藏柱 | The mounting bracket of prefabricated components, the precast wall body containing the bracket |
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110258808A (en) * | 2019-05-31 | 2019-09-20 | 郑州航空工业管理学院 | A kind of assembled architecture reinforcement assembly and assembled architecture |
| CN110258808B (en) * | 2019-05-31 | 2024-05-14 | 郑州航空工业管理学院 | Assembly type building reinforcing component and assembly type building |
| CN111119513A (en) * | 2020-01-09 | 2020-05-08 | 付萍 | Temporary support for mounting fabricated concrete stair and preparation and application thereof |
| CN111119513B (en) * | 2020-01-09 | 2024-02-20 | 广东高瓴建筑工程有限公司 | Preparation and application of temporary support for assembly type concrete stair installation |
| CN112983049A (en) * | 2021-03-11 | 2021-06-18 | 三能集成房屋股份有限公司 | Prefabricated wallboard supporting system and using method thereof |
Also Published As
| Publication number | Publication date |
|---|---|
| CN108661329B (en) | 2023-06-30 |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CA2883418C (en) | A panel support bracket | |
| CN108661329A (en) | The mounting bracket of prefabricated components, precast wall body and its installation method containing the holder | |
| CN108331348A (en) | The construction method of assembled wall | |
| CN109138457B (en) | Support system for installing prefabricated building and construction method thereof | |
| RU2618817C1 (en) | Method of erecting framework for structures | |
| CN212835495U (en) | Adjustable formwork support frame for inclined top plate of new and old underground engineering | |
| CN208363650U (en) | The mounting bracket of prefabricated components, the precast wall body containing the bracket | |
| KR20190066754A (en) | Formwork structure supported by column unit | |
| CN213572930U (en) | Self-locking hinged elevator shaft construction platform device | |
| CN113565323A (en) | Formwork supporting system of inner inclined structure and construction method thereof | |
| JP2001254495A (en) | Internal stairway for building, and building method therefor | |
| CN118208066B (en) | Construction method for layer-adding transformation of interior of existing cylindrical structure | |
| CN220789460U (en) | Small box girder adjusting jacking frame | |
| KR20010092469A (en) | Method of forming concrete floors | |
| CN114703957B (en) | Mounting structure of prefabricated concrete conversion layer and construction method thereof | |
| CN115467519A (en) | Construction process for single-side formwork support of side wall formwork | |
| CN213174769U (en) | Beam plate post-cast strip formwork structure | |
| CN219586575U (en) | Construction structure of segment prefabricated single-box single-chamber variable-height prestressed concrete box girder | |
| JP2000199278A (en) | Building method for structural body of building | |
| CN117822452A (en) | Template device for frame bridge construction and construction method | |
| CN117306928A (en) | Construction method of assembled alum storage pool | |
| CN114790818A (en) | Diagonal bracing transition method for accelerating erection of overhanging scaffold | |
| SU1644723A3 (en) | Support and method of installation of same | |
| KR101284235B1 (en) | Remodeling method of existing building using cantilever truss roof | |
| JP2759360B2 (en) | Construction method of reinforced concrete building |
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 | ||
| CB03 | Change of inventor or designer information | ||
| CB03 | Change of inventor or designer information |
Inventor after: Li Cangzhu Inventor before: Li Cangzhu |
|
| GR01 | Patent grant | ||
| GR01 | Patent grant |