CN106703257A - Partition wall supporting device - Google Patents
Partition wall supporting device Download PDFInfo
- Publication number
- CN106703257A CN106703257A CN201710040117.6A CN201710040117A CN106703257A CN 106703257 A CN106703257 A CN 106703257A CN 201710040117 A CN201710040117 A CN 201710040117A CN 106703257 A CN106703257 A CN 106703257A
- Authority
- CN
- China
- Prior art keywords
- lifting column
- partition wall
- spirally connected
- corner
- diagonal brace
- 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
- 238000005192 partition Methods 0.000 title claims abstract description 70
- 239000000463 material Substances 0.000 claims description 9
- 125000003003 spiro group Chemical group 0.000 claims description 6
- 229910000831 Steel Inorganic materials 0.000 claims description 5
- 239000010959 steel Substances 0.000 claims description 5
- 238000005728 strengthening Methods 0.000 claims description 4
- 230000002265 prevention Effects 0.000 claims 2
- 210000000988 bone and bone Anatomy 0.000 claims 1
- 238000009434 installation Methods 0.000 description 10
- 238000010276 construction Methods 0.000 description 8
- 238000004519 manufacturing process Methods 0.000 description 6
- 238000005034 decoration Methods 0.000 description 4
- 239000004568 cement Substances 0.000 description 3
- 230000000694 effects Effects 0.000 description 3
- 229920000742 Cotton Polymers 0.000 description 2
- FYYHWMGAXLPEAU-UHFFFAOYSA-N Magnesium Chemical compound [Mg] FYYHWMGAXLPEAU-UHFFFAOYSA-N 0.000 description 2
- 229910052918 calcium silicate Inorganic materials 0.000 description 2
- 239000000378 calcium silicate Substances 0.000 description 2
- OYACROKNLOSFPA-UHFFFAOYSA-N calcium;dioxido(oxo)silane Chemical compound [Ca+2].[O-][Si]([O-])=O OYACROKNLOSFPA-UHFFFAOYSA-N 0.000 description 2
- 238000013440 design planning Methods 0.000 description 2
- 239000011521 glass Substances 0.000 description 2
- 238000009413 insulation Methods 0.000 description 2
- 229910052749 magnesium Inorganic materials 0.000 description 2
- 239000011777 magnesium Substances 0.000 description 2
- 238000007726 management method Methods 0.000 description 2
- 230000001154 acute effect Effects 0.000 description 1
- 230000004888 barrier function Effects 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 238000006243 chemical reaction Methods 0.000 description 1
- 239000004035 construction material Substances 0.000 description 1
- 230000006378 damage Effects 0.000 description 1
- 238000006073 displacement reaction Methods 0.000 description 1
- 239000000428 dust Substances 0.000 description 1
- 230000005611 electricity Effects 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 238000009408 flooring Methods 0.000 description 1
- 238000005259 measurement Methods 0.000 description 1
- 238000012544 monitoring process Methods 0.000 description 1
- 230000003319 supportive effect Effects 0.000 description 1
- 239000002699 waste material Substances 0.000 description 1
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 1
Classifications
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B2/00—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
- E04B2/74—Removable non-load-bearing partitions; Partitions with a free upper edge
- E04B2/82—Removable non-load-bearing partitions; Partitions with a free upper edge characterised by the manner in which edges are connected to the building; Means therefor; Special details of easily-removable partitions as far as related to the connection with other parts of the building
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Conveying And Assembling Of Building Elements In Situ (AREA)
- Load-Bearing And Curtain Walls (AREA)
Abstract
The invention discloses a partition wall supporting device. The partition wall supporting device comprises a heaven beam and a ground beam, the heaven beam is used for fixing a module partition keel column upper locating groove, and the ground beam is used for fixing a module partition keel column lower locating groove; the heaven beam comprises a locating L angle code, first lifting vertical columns, and a first transverse beam tube, the locating L angle code is provided with a strip-type hole which is used for being in screw connection with the first lifting vertical columns, and by changing the relative position between the first lifting vertical columns and the strip-type hole, the lifting of the first lifting vertical columns is achieved; the ground beam comprises a locating U angle code, second lifting vertical column, and a second transverse tube, the two sides of the locating U angle code are provided with the strip-type holes which are used for being in screw connection with the second lifting vertical columns, and by changing the relative position between the second lifting vertical columns and the strip-type holes, the lifting of the second lifting vertical columns is achieved; both the number of the first lifting vertical columns and the second lifting vertical columns are two or more. According to the partition wall supporting device, the heaven beam and the ground beam are prepared finished products and can be installed according to needs, and the module partition can be displaced after being installed and repeatedly dismounted and reused.
Description
Technical field
The present invention relates to technical field of buildings, more particularly to a kind of partition wall support meanss.
Background technology
Partition wall, also known as High partition, cut-off high, partition wall high, finished product cut-off, is with another portion a part for structure
Point separate interior wall, is characterized in conveniently removing and installing, non-bearing.At present, installed for module partition wall, do not propped up specifically also
Support arrangement makes standard, and existing manufacturing process is specially：For grade beam, the mason that need to fit up total Bao Fang is on original building flooring
Another being built with cement does a cement grade beam without level standard, without thickness calibration；For day beam, electric welder or carpenter are needed at the scene
The mode cut, being welded brandreth or follow closely flitch frame processed makes；For module partition wall, installer is needed no adjustable away from outage
In the case of standard, the side sideline judge that takes measurements cuts module partition material at the construction field (site) for passive selection, causes partition wall to be installed slow.
Above-mentioned module partition wall, grade beam, the mounting means of day beam have the disadvantage that：Will not the making side of its beam and grade beam
Undertake and absolute altitude needed for module partition wall away from outage is installed and away from empty level required related responsibility high, cause module partition wall to be sold
Side, the module partition wall side of purchasing, module partition wall installation side work it is more passive, it is impossible to ensure partition wall set-up time, install
Quality, application effect, security situation；Three groups of different construction teams are installed, and in work progress, are easily caused and are mutually shirked
The event of responsibility occurs, and lengthens the finishing cycle, in terms of supervision, increases the management and control hardly possible of installation quality, material cost, installation cost
Degree；The production method of existing grade beam cannot provide accurately horizontal grade beam；The mounting means of existing day beam shows as, and enters at the scene
Row cut, the system of follow closely, weld, this mode can produce a large amount of dust, spark, noise, while also resulting in waste of material；It is existing in construction
Material is cut temporarily, piece together nail system or the freeze day beam of completion of electricity is not easy to by secondary change, displacement, lead to not repeatedly tear open
Dress is used；The making of grade beam and day beam, be installed as execute-in-place, client cannot know in advance grade beam, the material standard of day beam and
Associative operation technical standard, is not easy to carry out quality monitoring and cost control；Module partition wall has generally been pasted in floor tile face, ceiling
Installed after having fitted up, this mode not only causes the steadiness and soundproof effect of partition wall framework not good enough, can also destroy complete
Into floor tile face and ceiling surface；Because making standard without specific support meanss, client is when module partition wall is bought, it is impossible to directly
With module partition wall manufacturer buy, need to be purchased through fitting-out work side, cause funds to increase, it is impossible to be directly acquainted with management and control module every
The quality of wall, it is impossible to enjoy the after-sale service of module partition wall manufacturer.
How a kind of partition wall support meanss for overcoming disadvantages mentioned above are provided, are that partition wall installs urgently to be resolved hurrily at present asking
One of topic.
The content of the invention
It is an object of the invention to solve above-mentioned at least one problem, there is provided a kind of partition wall support meanss.
In order to solve the above technical problems, the present invention provides a kind of partition wall support meanss, including day beam and grade beam, day beam is used
In locating slot on stuck-module keel of partition wall post, grade beam is used for locating slot under stuck-module keel of partition wall post；Its beam includes positioning L
Corner brace, the first lifting column, first crossbeam pipe, being respectively arranged at two ends with for the first lifting column position L corner braces, and its upper end positions L
One end of corner brace is spirally connected with building floor, and the other end is spirally connected with the first lifting column, and its lower end positions one end and first of L corner braces
Beam pipe is spirally connected, and the other end is spirally connected with first lifting column, the first lifting column be located at first crossbeam pipe upper surface and
It is vertical with first crossbeam pipe, the bar for first lifting column that is spirally connected is equipped with the positioning L corner braces at the first lifting column two ends
Shape hole, by the lifting for changing the relative position of the first lifting column and bar hole to realize the first lifting column；Grade beam includes
Positioning U corner braces, the second lifting column, second cross beam pipe, one end of the second lifting column are located in positioning U corner braces, the other end
End cap is spirally connected with second cross beam pipe, and the bottom and building ground for positioning U corner braces are spirally connected, the second lifting in the inner of both sides and position is vertical
Post is spirally connected, and positioning U corner braces both sides are provided with the bar hole for second lifting column that is spirally connected, by changing the second lifting column and bar
The relative position in shape hole is realizing the lifting of the second lifting column；Wherein, the first lifting column, the second lifting column quantity it is equal
For two or more.
Wherein, day beam includes that, for strengthening the diagonal brace external member that day beam is fixed, diagonal brace external member includes hound and diagonal brace corner brace,
One end of hound is fixedly connected with the first lifting column, and the other end is spirally connected with the end of diagonal brace corner brace, the top of diagonal brace corner brace
It is spirally connected with building floor.
Wherein, day beam includes that, for strengthening the diagonal brace external member that day beam is fixed, diagonal brace external member is oblique including 1 pair of hound and 1 pair
Support angle code, 1 pair of hound is symmetricly set in the both sides of the first lifting column, and one end of hound is fixed with the first lifting column and connected
Connect, the other end is spirally connected with the end of diagonal brace corner brace, top and the building floor of diagonal brace corner brace are spirally connected.
Wherein, diagonal brace corner brace top is provided with the bar hole for the building floor that is spirally connected, by changing bar hole with building building
The relative position of plate is realizing the change of angle between connected hound and the first lifting column.
Wherein, the spiro connecting piece for using that is spirally connected is bolt.
Wherein, day beam and grade beam are steel material.
Wherein, the second lifting column is located at the lower surface of second cross beam pipe and vertical with second cross beam pipe.
Wherein, the bottom of first crossbeam pipe is provided with sound-and-fire proof sticker.
Wherein, it is provided with sound-and-fire proof sticker at the top of second cross beam pipe.
Wherein, the spiro connecting piece being spirally connected with building floor, building ground is expansion bolt.
The beneficial effects of the invention are as follows：The situation of prior art is different from, partition wall support meanss of the invention include day
Beam and grade beam, have the characteristics that：Its beam and grade beam are the finished product for preparing, and are installed as needed, can avoid live system
Make, install, while being easily installed quality, cost control；First lifting column of its beam can be lifted as needed, grade beam
Second lifting column can equally be lifted as needed, therefore, user can be according to day beam, the parameter of grade beam, according to decoration space
Design planning need, independently directly purchase module partition wall, especially can ahead of time be purchased in advance, greatly shorten construction period, and mould
Block partition wall is Ke Yiweied after installing and repetition dismounting is used.
Brief description of the drawings
Fig. 1 is the structural representation of the partition wall support meanss day embodiment of beam one of the present invention；
Fig. 2 is the structural representation of positioning L corner braces in day beam shown in Fig. 1；
Fig. 3 is the structural representation of diagonal brace corner brace in day beam shown in Fig. 1；
Fig. 4 is the structural representation of the embodiment of partition wall support meanss grade beam one of the present invention；
Fig. 5 is the structural representation for positioning U corner braces in beam as shown in Figure 4.
Specific embodiment
The present invention is described in detail with reference to the accompanying drawings and examples.
Partition wall support meanss of the present invention include day beam and grade beam, and day beam is used to be positioned on stuck-module keel of partition wall post
Groove, grade beam is used for locating slot under stuck-module keel of partition wall post, and the two is used cooperatively, for supporting module partition wall.
Fig. 1, Fig. 2, Fig. 3 are referred to, Fig. 1 is the structural representation of the partition wall support meanss day embodiment of beam one of the present invention,
Fig. 2 is the structural representation of positioning L corner braces in day beam shown in Fig. 1, and Fig. 3 is the structural representation of diagonal brace corner brace in day beam shown in Fig. 1
Figure, as shown in figure 1, day beam includes positioning L corner braces 11, the first lifting column 12, first crossbeam pipe 13, diagonal brace external member（Figure is not
Mark）, wherein, diagonal brace external member includes hound 141 and diagonal brace corner brace 142.
The structure of its beam is specially：Being respectively arranged at two ends with for first lifting column 12 positions L corner braces 11, and its upper end positions L
One end of corner brace 11 is spirally connected with building floor, and the other end is spirally connected with the first lifting column 12, its lower end positioning L corner braces（Figure is not marked）
One end be spirally connected with first crossbeam pipe 13, the other end is spirally connected with the first lifting column 12；It is horizontal that first lifting column 12 is located at first
The upper surface of beam pipe 13 and vertical with first crossbeam pipe 13；Diagonal brace external member includes 1 pair of hound 141 and 1 pair of diagonal brace corner brace 142,
Hound 141 is symmetricly set in the both sides of the first lifting column 12, and one end of hound 141 is fixed with the first lifting column 12 and connected
Connect, the other end is spirally connected with the end of diagonal brace corner brace 142, top and the building floor of diagonal brace corner brace 142 are spirally connected.
Wherein, it is equipped with for being spirally connected in the positioning L corner braces of the positioning L corner braces 11, lower end of the upper end of the first lifting column 12
The bar hole of the first lifting column 12, by changing the first lifting column 12 with the relative position of bar hole to realize the first lifting
The lifting of column 12.
Wherein, the angle of the lifting column 12 of hound 141 and first is acute angle.The top of diagonal brace corner brace 142 is provided with for spiral shell
The bar hole of building floor is connect, by changing bar hole with the relative position of building floor to realize connected hound
141 and first angle between lifting column 12 change.The change of the angle is to coordinate the lifting of the first lifting column 12.Tiltedly
Using cooperatively for strut 141 and diagonal brace corner brace 142, can avoid barrier point, be easily installed, and day beam is played a supportive role.
In other embodiments, diagonal brace external member includes 1 hound 141 and 1 diagonal brace corner brace 142, the one of hound 141
End be fixedly connected with the first lifting column 12, the other end is spirally connected with the end of diagonal brace corner brace 142, the top of diagonal brace corner brace 142 and
Building floor is spirally connected.In actual applications, after hound 141 is spirally connected with diagonal brace corner brace 142, then connect with the first lifting column 12
Connect.
Wherein, day beam is steel material.The spiro connecting piece for using that is spirally connected is bolt（Figure is not marked）, for the spiral shell with building floor
Fitting is expansion bolt.The bottom of first crossbeam pipe 13 is provided with sound-and-fire proof sticker（Figure is not marked）.
Wherein, during actual installation, after first crossbeam pipe 13 is fixed by absolute altitude requirement, can be in first crossbeam pipe 13
Upper empty place fills fire-proof sound insulation cotton, then both sides envelope beam and face（Such as：Glass magnesium board, calcium silicate board with microporous etc.）Feng Ding.After the completion of shrouding,
The installation of diagonal brace external member is carried out again.
Wherein, the quantity of the first lifting column 12 is two or more.
Fig. 4, Fig. 5 are referred to, Fig. 4 is the structural representation of the embodiment of partition wall support meanss grade beam one of the present invention, and Fig. 5 is
The structural representation of U corner braces is positioned in beam as shown in Figure 4, as shown in figure 4, grade beam includes positioning U corner braces 21, the second lifting column
22nd, second cross beam pipe 23.
The structure of grade beam is specially：One end of second lifting column 22 is located in positioning U corner braces 21, the end cap of the other end with
Second cross beam pipe 23 is spirally connected, and the bottom and building ground for positioning U corner braces 21 are spirally connected, both sides and position the second lifting column in the inner
22 are spirally connected.
Wherein, the both sides of positioning U corner braces 21 are provided with the bar hole for second lifting column 22 that is spirally connected, by changing second liter
The relative position of column 22 and bar hole is dropped to realize the lifting of the second lifting column 22.
Wherein, grade beam is steel material.The spiro connecting piece for using that is spirally connected is bolt（Figure is not marked）, for the spiral shell with building ground
Fitting is expansion bolt.The top of second cross beam pipe 23 is provided with sound-and-fire proof sticker（Figure is not marked）.
Wherein, during actual installation, after second cross beam pipe 23 is fixed by absolute altitude requirement, can be in second cross beam pipe 23
Lower empty place fills fire-proof sound insulation cotton, then with envelope beam and face（Such as：Glass magnesium board, calcium silicate board with microporous etc.）Feng Ding, also can be in second cross beam
23 times empty place filling concrete mixed muds of pipe.
Wherein, the quantity of the second lifting column 22 is two or more.
In sum, partition wall support meanss of the invention include day beam and grade beam, have the characteristics that：Its beam and grade beam
It is the finished product for preparing, installs as needed, field fabrication can be avoided to install, while being easily installed quality, cost control；
First lifting column of its beam can be lifted as needed, and the second lifting column of grade beam can equally be risen as needed
Drop, therefore, user can need autonomous direct commercially available from partition wall production according to day beam, the parameter of grade beam according to spatial design planning
Module partition wall is bought, the correlative charges of commission decorative engineering side's procurement module partition wall can be not only saved, can also be to the valency of module partition wall
Lattice, quality, installation effect, after-sale service etc. are controlled；Its beam and grade beam are partition wall support beam group component, using all-steel
Material makes, and improves the steadiness and fire line of module partition wall integral product；The correlation of strong and weak water power when being easy to decoration construction
Cabling arranges that first install a day beam, grade beam before hydropower installation construction, can avoid not noticed because of installation partition wall causes to having installed
The destruction of good hydroelectric line；It is cost-effective, client can to buy finished product furniture in the way of buy module partition wall He Tianliang,
Beam, when saving conventional client's purchase module partition wall, when causing client to buy module partition wall because of the installation fixed mode of none standard,
Cannot directly be purchased with partition wall manufacturer, one business procurement expense must be separately added on the contrary and is purchased through fitting-out work side, and
Cannot also be directly acquainted with keyholed back plate module partition wall product quality, while the related after-sale service of manufacturer cannot be enjoyed；High-efficiency environment friendly,
It is not required to during fittable slackening device again with sandstone, cement, timber, is not required to cut at the scene, is welded；Partition wall module is repeatable to be utilized,
And tear down and reconstruct, shift and will not be damaged to having decorated；Its beam can be according to spatial design teacher to different away from sky needed for ceiling decoration
Requirement high, in the efficient production standard component of factory, then is transported to construction ground and is quickly completed；Grade beam can be according to spatial design teacher couple
The different requirement away from outage needed for ground decoration, in the efficient production standard component of factory, then is transported to construction ground and is quickly completed；
Support meanss are one of work most crucial during engineering is integrally fitted up, and are that the independent construction and correlation of other work posts in engineering cross
Best solution is provided to receiving port；It is empty in its beam to be capable of achieving powerful wiring function.
Embodiments of the invention are the foregoing is only, the scope of the claims of the invention is not thereby limited, it is every to utilize this hair
Equivalent structure or equivalent flow conversion that bright specification and accompanying drawing content are made, or directly or indirectly it is used in other related skills
Art field, is included within the scope of the present invention.
Claims (10)
1. a kind of partition wall support meanss, it is characterised in that including day beam and grade beam, the day beam is used for stuck-module partition wall dragon
Locating slot on bone post, the grade beam is used for locating slot under stuck-module keel of partition wall post；
The day beam includes positioning L corner braces, the first lifting column, first crossbeam pipe, the two ends difference of first lifting column
Positioning L corner braces are provided with, one end of its upper end positioning L corner braces is spirally connected with building floor, the other end and the first lifting column spiral shell
Connect, one end of its lower end positioning L corner braces is spirally connected with the first crossbeam pipe, and the other end is spirally connected with first lifting column, institute
The first lifting column is stated positioned at the upper surface of first crossbeam pipe and vertical with first crossbeam pipe, the first lifting column two ends
The bar hole for first lifting column that is spirally connected is equipped with positioning L corner braces, by changing the first lifting column with bar hole
Relative position is realizing the lifting of the first lifting column；
The grade beam includes positioning U corner braces, the second lifting column, second cross beam pipe, and one end of second lifting column is located at
In positioning U corner braces, end cap and the second cross beam pipe of the other end are spirally connected, and the bottom of the positioning U corner braces and building ground are spirally connected, two
Second lifting column of the side with position in the inner is spirally connected, and the positioning U corner braces both sides are provided with the bar for second lifting column that is spirally connected
Shape hole, by the lifting for changing the relative position of the second lifting column and bar hole to realize the second lifting column；
Wherein, first lifting column, the quantity of the second lifting column are two or more.
2. partition wall support meanss according to claim 1, it is characterised in that the day beam includes consolidating for strengthening day beam
Fixed diagonal brace external member, the diagonal brace external member includes hound and diagonal brace corner brace, one end of the hound and the first lifting column
It is fixedly connected, the other end is spirally connected with the end of diagonal brace corner brace, the top of the diagonal brace corner brace is spirally connected with building floor.
3. partition wall support meanss according to claim 1, it is characterised in that the day beam includes consolidating for strengthening day beam
Fixed diagonal brace external member, the diagonal brace external member includes 1 pair of hound and 1 pair of diagonal brace corner brace, and 1 pair of hound is symmetricly set in institute
The both sides of the first lifting column are stated, one end of the hound is fixedly connected with the first lifting column, the other end and diagonal brace corner brace
End be spirally connected, the top of the diagonal brace corner brace is spirally connected with building floor.
4. partition wall support meanss according to Claims 2 or 3 any one, it is characterised in that the diagonal brace corner brace top
Portion is provided with the bar hole for the building floor that is spirally connected, by changing bar hole with the relative position of building floor to realize connecting with it
The change of angle between the hound for connecing and the first lifting column.
5. partition wall support meanss according to claim 4, it is characterised in that the spiro connecting piece for using that is spirally connected is spiral shell
Bolt.
6. partition wall support meanss according to claim 5, it is characterised in that the day beam and grade beam are steel material.
7. partition wall support meanss according to claim 5, it is characterised in that it is horizontal that second lifting column is located at second
The lower surface of beam pipe and vertical with second cross beam pipe.
8. partition wall support meanss according to claim 5, it is characterised in that the bottom of the first crossbeam pipe be provided with every
Sound fire prevention sticker.
9. partition wall support meanss according to claim 5, it is characterised in that be provided with the top of the second cross beam pipe every
Sound fire prevention sticker.
10. partition wall support meanss according to claim 5, it is characterised in that be spirally connected with building floor, building ground
Spiro connecting piece is expansion bolt.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710040117.6A CN106703257B (en) | 2017-01-20 | 2017-01-20 | A kind of partition wall support device |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710040117.6A CN106703257B (en) | 2017-01-20 | 2017-01-20 | A kind of partition wall support device |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN106703257A true CN106703257A (en) | 2017-05-24 |
| CN106703257B CN106703257B (en) | 2018-11-06 |
Family
ID=58908560
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201710040117.6A Active CN106703257B (en) | 2017-01-20 | 2017-01-20 | A kind of partition wall support device |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN106703257B (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111411688A (en) * | 2020-04-01 | 2020-07-14 | 陈贞全 | Reinforced concrete frame structure |
| CN112227567A (en) * | 2020-09-29 | 2021-01-15 | 上海宝冶建筑装饰有限公司 | Partition connecting structure |
Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH08296290A (en) * | 1995-04-25 | 1996-11-12 | Matsushita Electric Works Ltd | Height adjusting tool and baseboard mounting device |
| CN200946336Y (en) * | 2006-06-06 | 2007-09-12 | 格满林(南京)实业有限公司 | Suspension type toilet partition |
| CN201614680U (en) * | 2010-03-02 | 2010-10-27 | 上海森临金属装饰材料有限公司 | Keel structure for high compartment |
| CN202380730U (en) * | 2011-12-29 | 2012-08-15 | 中建七局第三建筑有限公司 | Supporting and strengthening device for beam formworks |
| JP2014159681A (en) * | 2013-02-19 | 2014-09-04 | Mitsui Home Co Ltd | Partition wall |
| CN205677114U (en) * | 2016-05-19 | 2016-11-09 | 山东大学 | Installation node for assembled inside casing light partition wall |
Family Cites Families (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CA1268921A (en) * | 1989-08-01 | 1990-05-15 | Rick Ellithorpe | Support column |
-
2017
- 2017-01-20 CN CN201710040117.6A patent/CN106703257B/en active Active
Patent Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH08296290A (en) * | 1995-04-25 | 1996-11-12 | Matsushita Electric Works Ltd | Height adjusting tool and baseboard mounting device |
| CN200946336Y (en) * | 2006-06-06 | 2007-09-12 | 格满林(南京)实业有限公司 | Suspension type toilet partition |
| CN201614680U (en) * | 2010-03-02 | 2010-10-27 | 上海森临金属装饰材料有限公司 | Keel structure for high compartment |
| CN202380730U (en) * | 2011-12-29 | 2012-08-15 | 中建七局第三建筑有限公司 | Supporting and strengthening device for beam formworks |
| JP2014159681A (en) * | 2013-02-19 | 2014-09-04 | Mitsui Home Co Ltd | Partition wall |
| CN205677114U (en) * | 2016-05-19 | 2016-11-09 | 山东大学 | Installation node for assembled inside casing light partition wall |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111411688A (en) * | 2020-04-01 | 2020-07-14 | 陈贞全 | Reinforced concrete frame structure |
| CN112227567A (en) * | 2020-09-29 | 2021-01-15 | 上海宝冶建筑装饰有限公司 | Partition connecting structure |
Also Published As
| Publication number | Publication date |
|---|---|
| CN106703257B (en) | 2018-11-06 |
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