CN110512770B - Construction method of combined partition board in building - Google Patents
Construction method of combined partition board in building Download PDFInfo
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- CN110512770B CN110512770B CN201910796068.8A CN201910796068A CN110512770B CN 110512770 B CN110512770 B CN 110512770B CN 201910796068 A CN201910796068 A CN 201910796068A CN 110512770 B CN110512770 B CN 110512770B
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- footing
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- 238000005192 partition Methods 0.000 title claims abstract description 28
- 238000010276 construction Methods 0.000 title claims abstract description 25
- 238000000034 method Methods 0.000 claims abstract description 10
- 238000003466 welding Methods 0.000 claims description 12
- 230000000149 penetrating effect Effects 0.000 claims description 8
- XEEYBQQBJWHFJM-UHFFFAOYSA-N Iron Chemical compound [Fe] XEEYBQQBJWHFJM-UHFFFAOYSA-N 0.000 claims description 6
- 229910000831 Steel Inorganic materials 0.000 claims description 3
- 239000000853 adhesive Substances 0.000 claims description 3
- 230000001070 adhesive effect Effects 0.000 claims description 3
- 239000011248 coating agent Substances 0.000 claims description 3
- 238000000576 coating method Methods 0.000 claims description 3
- 239000012774 insulation material Substances 0.000 claims description 3
- 229910052742 iron Inorganic materials 0.000 claims description 3
- 239000010959 steel Substances 0.000 claims description 3
- 230000008094 contradictory effect Effects 0.000 claims description 2
- 239000002131 composite material Substances 0.000 claims 6
- 238000009434 installation Methods 0.000 abstract description 3
- 238000011900 installation process Methods 0.000 abstract description 3
- 238000005520 cutting process Methods 0.000 abstract description 2
- 239000012634 fragment Substances 0.000 description 3
- 230000000694 effects Effects 0.000 description 2
- 239000000203 mixture Substances 0.000 description 2
- 230000009286 beneficial effect Effects 0.000 description 1
- 238000006073 displacement reaction Methods 0.000 description 1
- 230000005484 gravity Effects 0.000 description 1
- 238000012423 maintenance Methods 0.000 description 1
- 238000004519 manufacturing process Methods 0.000 description 1
- 239000000178 monomer Substances 0.000 description 1
- 230000001737 promoting effect Effects 0.000 description 1
- 230000009466 transformation Effects 0.000 description 1
Images
Classifications
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- 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
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- 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
Abstract
The invention relates to a construction method of a combined partition board in a building, which comprises a bearing base and a bearing top seat arranged corresponding to the bearing base, wherein a telescopic framework is connected between the bearing base and the bearing top seat, a connecting rod vertical to the telescopic framework is arranged on the telescopic framework, and a fixing plate is connected to the connecting rod; the bearing base comprises a pouring footing and a connecting base, a supporting table is arranged between the pouring footing and the connecting base, the pouring footing is provided with a plurality of supporting legs vertically connected with the pouring footing, and the pouring footing and the supporting legs are welded. The invention has the advantages of reducing the workload of cutting and modifying the framework of the supporting clapboard by workers in the field construction process, along with convenient installation, simpler installation process, shorter construction period and smaller construction difficulty.
Description
Technical Field
The invention relates to the technical field of building engineering, in particular to a construction method of a combined partition board in a building.
Background
In a certain space of a built building, additional partition boards or partition walls are additionally arranged in the using stage, and the building space is partitioned again, which is a common building using mode.
For example, for projects where old buildings are modified or where buildings for other purposes, such as office rooms, commercial buildings or office buildings, are modified into apartments, workers need to add a plurality of partition walls to the room to separate the building space.
The invention discloses a combined partition board in a building and a construction method thereof in the prior art, such as the patent of invention in China with the patent application number of 201910303494.3, wherein the combined partition board comprises a plurality of horizontal supporting piles, one ends of the horizontal supporting piles are embedded in wall bodies with two opposite surfaces, a bearing seat is sleeved between every two adjacent supporting piles, a telescopic framework is connected between every two opposite bearing seats, a framework is supported on the framework, and a plurality of partition board monomers are paved on the framework. Through the setting, support through the skeleton to set up the skeleton into the telescopic structure, can satisfy the skeleton and adjust in certain length within range, the indoor structure in certain width within range can play the effect of quick installation, and through the skeleton that sets up multiple model, can further improve the ability of adapting to different indoor widths. The framework is connected to the framework, the plurality of single partition plates are paved on the framework in an array mode, the upper end faces of the plurality of single partition plates are flush, and therefore the complete combined partition plates are formed, the framework is supported through the framework, and the single partition plates are limited through the framework.
However, the horizontal supporting piles in the wall body with two opposite sides need to be embedded, the bearing seats are sleeved between the adjacent supporting piles, the construction and installation process is complex, the construction period is long, the original waterproof layer on the ground is easy to damage in the construction process of the wall body, the construction difficulty is high, and due to the fact that in the existing old building transformation project, a plurality of partition walls are added into a room to vertically separate the building space, and the embedding of the supporting piles in the wall body cannot be performed in advance. The existing construction method of the building partition board is not suitable for adding some additional partition boards or partition walls in a certain space of the built building in the using stage.
Disclosure of Invention
The invention aims to provide a combined partition board in a building with low construction difficulty and a construction method thereof.
The above object of the present invention is achieved by the following technical solutions:
a combined partition board in a building comprises a bearing base and a bearing top seat arranged corresponding to the bearing base, wherein a telescopic framework is connected between the bearing base and the bearing top seat, a connecting rod perpendicular to the telescopic framework is arranged on the telescopic framework, and a fixing plate is connected to the connecting rod; the bearing base comprises a pouring footing and a connecting base, the pouring footing is provided with a plurality of supporting legs vertically connected with the pouring footing, and the pouring footing and the supporting legs are welded with each other.
By adopting the technical scheme, the pouring footing is poured on the ground of the house by an operator, the ground of the house is grooved by the operator to form a pouring groove, the pouring footing is placed in the pouring groove and poured, the bearing base is fixed on the ground of the house, and the bearing top seat is fixed on the keel of the suspended ceiling corresponding to the bearing base.
Preferably, the surface of the connecting seat facing the bearing top seat is provided with a first sliding groove arranged along the length direction of the pouring bottom foot, the surface of the bearing top seat facing the bearing base is provided with a second sliding groove corresponding to the first sliding groove, and the two ends of the telescopic framework are respectively placed in the first sliding groove and the second sliding groove.
Through adopting above-mentioned technical scheme, make the both ends of telescopic skeleton be located the first sliding tray and the second sliding tray that bear the base and bear the footstock respectively, make things convenient for staff to adjust telescopic skeleton's height and position, make telescopic skeleton be applicable to the indoor height of co-altitude not.
Preferably, the telescopic framework comprises a plurality of first telescopic rods which are sequentially hinged end to end and a plurality of second telescopic rods which are sequentially hinged end to end, the middle part of the first telescopic rod is hinged with the middle part of the second telescopic rod, a scissor type telescopic structure is formed between the first telescopic rod and the second telescopic rod, the connecting rod is arranged at the hinged position of the first telescopic rod and the second telescopic rod in a penetrating way, a clamping seat for hinging the first telescopic rod or the second telescopic rod is arranged in the first sliding groove, the end part of the first telescopic rod or the second telescopic rod close to the first sliding groove is fixedly connected in the first sliding groove through the clamping seat, the end parts of the first telescopic rod and the second telescopic rod close to the second sliding groove are both connected with the second sliding groove in a sliding way, a limiting block is arranged in the first sliding groove, and the end parts, located in the first sliding groove, of the first telescopic rod and the second telescopic rod are located between the clamping seat and the limiting block.
Through adopting above-mentioned technical scheme, make the staff through promoting the stopper, make the high production of telescopic skeleton change, the staff is according to the height of the telescopic skeleton of house altitude mixture control, and telescopic skeleton's altitude mixture control is convenient, and after telescopic skeleton highly reached the regulation height, the staff welded the stopper in first sliding tray, made telescopic skeleton unable reseing, and highly fixed can not receive the force in the later stage use and produce great deformation.
Preferably, be equipped with a vertical gag lever post of placing on the stopper, the cover is equipped with a bracing piece of contradicting with flexible skeleton on the gag lever post.
Through adopting above-mentioned technical scheme, make the staff locate the gag lever post with the bracing piece cover on, make the gag lever post contradict on telescopic skeleton, the staff promotes the bracing piece and changes telescopic skeleton's height, and telescopic skeleton can't reset.
Preferably, a sliding groove is formed in the supporting rod and arranged along the length direction of the supporting rod, and the ends, hinged to each other, of the first telescopic rod and the second telescopic rod are placed in the sliding groove.
By adopting the technical scheme, the supporting rod is abutted against one side of the telescopic framework, when the telescopic framework is deformed under stress, the supporting rod limits one side of the telescopic framework to prevent the telescopic framework from deforming, and the integral structure of the telescopic framework has higher strength.
Preferably, a plurality of fixing bolts are arranged at one end of the bearing top seat back to the bearing base in a penetrating manner.
Through adopting above-mentioned technical scheme, because the gravity of flexible skeleton is mainly born by bearing the base, the effort that flexible skeleton was applyed to bearing the footstock is mainly for the holding power, and it is less to bear the pulling force between footstock and the fossil fragments, makes to bear the footstock and pass through fixing bolt to be fixed in the fossil fragments at house top, and the maintenance is dismantled in the later stage of being convenient for.
Preferably, the pouring bottom foot and the support leg are formed by welding a plurality of channel steels, and a plurality of circular through holes are formed in the pouring bottom foot and the support leg.
By adopting the technical scheme, when workers place the pouring bottom feet in the pouring groove and pour, part of concrete penetrates through the circular through holes and is uniformly distributed in the pouring groove, the contact area between the pouring bottom feet and the concrete is increased, the pouring bottom feet are fixed in the pouring groove, and therefore the bearing base is not prone to displacement after being stressed, the structure is stable after being stressed, and the telescopic framework and the supporting rod are not prone to shifting.
A construction method of a combined partition board in a building comprises the following steps:
s1, grooving the floor of the house, and grooving the floor of the house by workers to form a pouring groove for placing a pouring footing;
s2, fixing the bearing base, firstly welding the support table on the pouring footing along the length direction, placing the pouring footing and the support legs in the pouring groove, then leveling to enable the pouring footing and the support legs to be placed in the horizontal position, and in the leveling process, padding the pouring footing and the support legs by welding iron wires with the diameter larger than 1 cm; coating a layer of concrete adhesive on the pouring bottom feet and the support legs, and then pouring concrete to the elevation; the upper surface of the connecting seat is lower than the ground of the house;
s3, fixing a bearing top seat, namely firstly dismantling the suspended ceiling of a house to expose a keel for supporting the suspended ceiling, welding a plurality of supporting blocks for penetrating fixing bolts on the keel by a worker, and then fixing the bearing top seat on the supporting blocks by the fixing bolts to ensure that the bearing top seat corresponds to the bearing base;
s4, the telescopic framework is fixed, a worker places the telescopic framework in a first sliding groove, the telescopic framework is located between a clamping seat and a limiting block, one end of the first telescopic rod, which is placed in the first sliding groove, is hinged with the clamping seat in the first sliding groove, the supporting rod is sleeved on a limiting rod on the limiting block, the supporting rod is pushed, one end, which is hinged with the first telescopic rod and the second telescopic rod end to end, slides along a sliding groove, the height of the telescopic framework is changed, one end, which is back to the supporting base, of the telescopic framework is placed in the second sliding groove, and the limiting block is welded in the first sliding groove; then the upper surface of the connecting seat is kept horizontal to the ground of the house through concrete;
s5 and the decorative plate are fixed, the fixing plates are fixed on two sides of the telescopic framework through the connecting rods by workers, sound insulation materials are filled between the fixing plates on two sides of the telescopic framework, and the decorative plate is adhered to the fixing plates at last.
Through adopting above-mentioned technical scheme, make the staff need not to cut the welding and can realize the support to the baffle to the skeleton of baffle at the job site, the work progress is comparatively simple, simple to operate, and construction cycle has reduced the time of cutting the welding and supporting the skeleton of baffle, and construction cycle is shorter, and the construction degree of difficulty is less.
In conclusion, the beneficial technical effects of the invention are as follows:
the invention has the advantages of convenient installation, simpler installation process, shorter construction period and smaller construction difficulty.
Drawings
Fig. 1 is a schematic view of the overall structure of the present invention.
Fig. 2 is a schematic view showing the overall structure of the telescopic frame of the present invention.
In the figure, 1, a bearing base; 2. a bearing top seat; 3. a telescopic framework; 4. a connecting rod; 5. a fixing plate; 6. a decorative plate; 11. pouring bottom feet; 12. a connecting seat; 13. a support leg; 14. a first sliding groove; 31. a first telescopic rod; 32. a second telescopic rod; 121. a card holder; 122. a limiting block; 123. a support bar; 124. a chute; 21. fixing the bolt; 111. a circular through hole; 7. a keel.
Detailed Description
The present invention will be described in further detail with reference to the accompanying drawings.
Referring to fig. 1, the combined partition board in a building disclosed by the invention comprises a bearing base 1, a telescopic framework 3 and a bearing top seat 2, wherein the bearing base 1 is positioned in a pouring groove formed in the ground of a house, the bearing top seat 2 is fixed on a keel 7 at the top of the house, and the telescopic framework 3 is arranged between the bearing base 1 and the bearing top seat 2.
Referring to fig. 2, the bearing base 1 includes a pouring footing 11 and a connecting base 12 welded on the pouring footing 11, the pouring footing 11 is connected with a plurality of support legs 13, the support legs 13 are perpendicular to the pouring footing 11 in length direction, the support legs 13 and the pouring footing 11 are channel steel, and the pouring footing 11 and the support legs 13 are provided with a plurality of circular through holes 111.
A first sliding groove 14 arranged along the length direction of the pouring footing 11 is formed in the surface of the connecting base 12 facing the bearing top base 2, a clamping base 121 and a limiting block 122 are respectively placed in the first sliding groove 14 in the direction close to the two ends of the first sliding groove, the clamping base 121 is fixed in the first sliding groove 14, and the limiting block 122 is slidably connected and placed in the first sliding groove 14.
The limiting block 122 is provided with a vertically arranged limiting rod, the limiting rod is sleeved with a supporting rod 123, the supporting rod 123 is provided with a sliding groove 124 in the vertical direction, and the limiting rod is not shown in the drawing.
The surface of the bearing top seat 2 facing the bearing base 1 is provided with a second sliding groove corresponding to the first sliding groove 14, and the second sliding groove is not shown in the figure; bear the one end of footstock 2 dorsad bearing base 1 and open and to have a plurality of fixed orificess, wear to be equipped with fixing bolt 21 in the fixed orifices, not shown in the fixed orifices picture, bear the fossil fragments 7 at footstock 2 and house top and pass through fixing bolt 21 fixed connection.
The telescopic framework 3 comprises a plurality of first telescopic rods 31 and a plurality of second telescopic rods 32, wherein the first telescopic rods 31 and the second telescopic rods 32 are sequentially hinged end to end, the middle parts of the first telescopic rods 31 and the second telescopic rods 32 are hinged to each other, a scissor-type telescopic structure is formed between the first telescopic rods 31 and the second telescopic rods 32, the connecting rod 4 is arranged at the hinged position of the first telescopic rods 31 and the second telescopic rods 32 in a penetrating manner, clamping seats 121 hinged with the first telescopic rods 31 are arranged in the first sliding grooves 14, the end parts, close to the first sliding grooves 14, of the first telescopic rods 31 are fixedly connected into the first sliding grooves 14 through the clamping seats 121, the end parts, close to the second sliding grooves, of the first telescopic rods 31 and the second telescopic rods 32 are slidably connected with the second sliding grooves, the end parts, located in the first sliding grooves 14, of the first telescopic rods 31 and the second telescopic rods 32 are located between the clamping seats 121 and the limiting blocks 122, and the limiting blocks 122 abut against the end parts, located; the ends of the first telescopic rod 31 and the second telescopic rod 32 hinged end to end are all placed in the sliding groove 124.
Referring to fig. 1 and 2, a method for constructing a combined partition in a building includes the following steps:
s1, grooving the floor of the house, and grooving the floor of the house by workers to form a pouring groove for placing the pouring footing 11;
s2, fixing the bearing base 1, firstly welding the support table on the pouring footing 11 along the length direction, placing the pouring footing 11 and the support leg 13 in the pouring groove, then leveling, placing the pouring footing 11 and the support leg 13 in the horizontal position, and padding the lower parts of the pouring footing 11 and the support leg 13 by welding iron wires with the diameter larger than 1cm in the leveling process; coating a layer of concrete adhesive on the pouring bottom feet 11 and the support legs 13, and then pouring concrete to the elevation; the upper surface of connecting base 12 is lower than the height of the ground of the house; part of concrete penetrates through the circular through hole 111 and is uniformly distributed in the pouring groove, the contact area between the pouring footing 11 and the concrete is increased, and the pouring footing 11 is fixed in the pouring groove, so that the bearing base 1 is not easy to displace after being stressed;
s3, fixing the bearing top seat 2, firstly removing the suspended ceiling of a house to expose a keel 7 for supporting the suspended ceiling, welding a plurality of supporting blocks for penetrating fixing bolts 21 on the keel 7 by a worker, forming a through hole on each supporting block, and then fixing the bearing top seat 2 on the supporting blocks by penetrating the fixing bolts 21 through the through holes, so that the bearing top seat 2 corresponds to the bearing base 1;
s4, the telescopic frame 3 is fixed, the worker places the telescopic frame 3 in the first sliding groove 14, the telescopic frame 3 is located between the clamping seat 121 and the limiting block 122, one end of the first telescopic rod 31 placed in the first sliding groove 14 is hinged to the clamping seat 121 in the first sliding groove 14, the support rod 123 is sleeved on the limiting rod on the limiting block 122, the support rod 123 is pushed, one end of the first telescopic rod 31 and one end of the second telescopic rod 32 hinged to each other end to end slide along the sliding groove 124, so that the height of the telescopic frame 3 is changed, one end of the telescopic frame 3 opposite to the support base is placed in the second sliding groove, and finally the limiting block 122 is welded in the first sliding groove 14; then the upper surface of the connecting socket 12 is kept horizontal to the floor of the house by concrete;
s5 and a decorative plate 6 are fixed, a worker fixes the fixing plates 5 on two sides of the telescopic framework 3 through the connecting rods 4, sound insulation materials are filled between the fixing plates 5 on two sides of the telescopic framework 3, and the decorative plate 6 is adhered to the fixing plates 5 at last.
The embodiments of the present invention are preferred embodiments of the present invention, and the scope of the present invention is not limited by these embodiments, so: all equivalent changes made according to the structure, shape and principle of the invention are covered by the protection scope of the invention.
Claims (7)
1. A construction method of a combined partition board in a building is characterized in that: the combined partition board in the building comprises a bearing base (1) and a bearing top seat (2) which corresponds to the bearing base (1), a telescopic framework (3) is connected between the bearing base (1) and the bearing top seat (2), a connecting rod (4) which is vertical to the telescopic framework (3) is arranged on the telescopic framework (3), and a fixing plate (5) is connected to the connecting rod (4); the bearing base (1) comprises a pouring footing (11) and a connecting base (12), the pouring footing (11) is provided with a plurality of supporting legs (13) vertically connected with the pouring footing (11), and the pouring footing (11) and the supporting legs (13) are mutually welded;
the construction method of the combined partition board in the building comprises the following steps:
s1, grooving the floor of the house, and grooving the floor of the house by workers to form a pouring groove for placing the pouring bottom foot (11);
s2, fixing the bearing base (1), firstly welding the connecting base (12) on the pouring footing (11), placing the pouring footing (11) and the supporting leg (13) in a pouring groove, then leveling, and placing the pouring footing (11) and the supporting leg (13) in a horizontal position, wherein in the leveling process, iron wires with the diameter larger than 1cm are welded below the pouring footing (11) and the supporting leg (13) for padding; coating a layer of concrete adhesive on the pouring bottom feet (11) and the support legs (13), and then pouring concrete to the elevation; the upper surface of the connecting seat (12) is lower than the ground of the house;
s3, fixing the bearing top seat (2), firstly removing the suspended ceiling of a house, exposing a keel (7) for supporting the suspended ceiling, welding a plurality of supporting blocks for penetrating fixing bolts (21) on the keel (7) by a worker, then fixing the bearing top seat (2) on the supporting blocks by the fixing bolts (21), and enabling the bearing top seat (2) and the bearing base (1) to correspond to each other;
s4, the telescopic framework (3) is fixed, a worker places the telescopic framework (3) in the first sliding groove (14), the telescopic framework (3) is located between the clamping seat (121) and the limiting block (122), one end of the first telescopic rod (31) placed in the first sliding groove (14) is hinged to the clamping seat (121) in the first sliding groove (14), the supporting rod (123) is sleeved on the limiting rod on the limiting block (122), the supporting rod (123) is pushed, one end, which is hinged to the first telescopic rod (31) and the second telescopic rod (32), of the first telescopic rod and the second telescopic rod slides along the sliding groove (124), the height of the telescopic framework (3) is changed, one end, which is back to the supporting base, of the telescopic framework (3) is placed in the second sliding groove, and the limiting block (122) is welded in the first sliding groove (14);
s5 and the decorative plate (6) are fixed, a worker fixes the fixing plate (5) on two sides of the telescopic framework (3) through the connecting rod (4), sound insulation materials are filled between the fixing plates (5) on two sides of the telescopic framework (3), and the decorative plate (6) is adhered to the fixing plate (5) at last.
2. The construction method of the built-in composite partition board for buildings according to claim 1, wherein: the connecting seat (12) is towards bearing the surface of footstock (2) and is seted up one along first sliding tray (14) that pouring footing (11) length direction set up, bear the surface that footstock (2) are towards bearing base (1) and set up one with first sliding tray (14) corresponding second sliding tray, the both ends side of flexible skeleton (3) is placed respectively in first sliding tray (14) and second sliding tray.
3. The construction method of the built-in composite partition board for buildings according to claim 2, wherein: the telescopic framework (3) comprises a plurality of first telescopic rods (31) which are sequentially hinged end to end and a plurality of second telescopic rods (32) which are sequentially hinged end to end, the middle part of each first telescopic rod (31) is hinged with the middle part of each second telescopic rod (32), a scissor-type telescopic structure is formed between each first telescopic rod (31) and each second telescopic rod (32), the connecting rod (4) penetrates through the hinged part of each first telescopic rod (31) and each second telescopic rod (32), a clamping seat (121) for hinging each first telescopic rod (31) or each second telescopic rod (32) is arranged in each first sliding groove (14), the end part of each first telescopic rod (31) or each second telescopic rod (32) close to each first sliding groove (14) is fixedly connected into each first sliding groove (14) through the clamping seat (121), and the end parts of each first telescopic rod (31) and each second telescopic rod (32) close to each second sliding groove are both connected with each second sliding groove in a sliding manner, a limiting block (122) is arranged in the first sliding groove (14), and the end parts of the first telescopic rod (31) and the second telescopic rod (32) which are positioned in the first sliding groove (14) are positioned between the clamping seat (121) and the limiting block (122).
4. The method for constructing a composite diaphragm in a building according to claim 3, wherein: be equipped with a vertical gag lever post of placing on stopper (122), the cover is equipped with a bracing piece (123) of contradicting with telescopic frame (3) on the gag lever post.
5. The method for constructing a composite diaphragm in a building according to claim 4, wherein: the supporting rod (123) is provided with a sliding groove (124) which is arranged along the length direction of the supporting rod (123), and the ends of the first telescopic rod (31) and the second telescopic rod (32) which are hinged end to end are all placed in the sliding groove (124).
6. The method for constructing a composite diaphragm in a building according to claim 5, wherein: a plurality of fixing bolts (21) are arranged at one end of the bearing top seat (2) back to the bearing base (1) in a penetrating way.
7. The method for constructing a composite diaphragm in a building according to claim 6, wherein: the pouring footing (11) and the support legs (13) are formed by welding a plurality of channel steel, and a plurality of circular through holes (111) are formed in the pouring footing (11) and the support legs (13).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201910796068.8A CN110512770B (en) | 2019-08-27 | 2019-08-27 | Construction method of combined partition board in building |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201910796068.8A CN110512770B (en) | 2019-08-27 | 2019-08-27 | Construction method of combined partition board in building |
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| Publication Number | Publication Date |
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| CN110512770A CN110512770A (en) | 2019-11-29 |
| CN110512770B true CN110512770B (en) | 2020-10-30 |
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| Application Number | Title | Priority Date | Filing Date |
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| CN201910796068.8A Active CN110512770B (en) | 2019-08-27 | 2019-08-27 | Construction method of combined partition board in building |
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Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| DE2144621A1 (en) * | 1971-09-07 | 1973-03-22 | Hueppe Justin Fa | SOUND INSULATING PARTITION ELEMENT |
| DE102013103042A1 (en) * | 2013-03-26 | 2014-10-02 | Dorma Gmbh + Co. Kg | Mobile wall element |
| CN105464251A (en) * | 2015-12-22 | 2016-04-06 | 天元建设集团有限公司 | Pre-fabricated building removable partition, wall splicing structure, and construction method |
| CN205954926U (en) * | 2016-07-15 | 2017-02-15 | 奥斯德诺建筑装饰制品（上海）有限公司 | Mobile partition |
| CN109680837A (en) * | 2018-12-26 | 2019-04-26 | 青建集团股份公司 | A kind of assembled light heat-preservation partition board and its construction method |
Family Cites Families (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US7156142B2 (en) * | 2004-03-23 | 2007-01-02 | Railtech Ltd. | Vertically movable partition walls |
-
2019
- 2019-08-27 CN CN201910796068.8A patent/CN110512770B/en active Active
Patent Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| DE2144621A1 (en) * | 1971-09-07 | 1973-03-22 | Hueppe Justin Fa | SOUND INSULATING PARTITION ELEMENT |
| DE102013103042A1 (en) * | 2013-03-26 | 2014-10-02 | Dorma Gmbh + Co. Kg | Mobile wall element |
| CN105464251A (en) * | 2015-12-22 | 2016-04-06 | 天元建设集团有限公司 | Pre-fabricated building removable partition, wall splicing structure, and construction method |
| CN205954926U (en) * | 2016-07-15 | 2017-02-15 | 奥斯德诺建筑装饰制品（上海）有限公司 | Mobile partition |
| CN109680837A (en) * | 2018-12-26 | 2019-04-26 | 青建集团股份公司 | A kind of assembled light heat-preservation partition board and its construction method |
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| CN110512770A (en) | 2019-11-29 |
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