CN108818879A - A kind of prefabricated inner partition plate weight hanging structure and its construction technology - Google Patents
A kind of prefabricated inner partition plate weight hanging structure and its construction technology Download PDFInfo
- Publication number
- CN108818879A CN108818879A CN201810774492.8A CN201810774492A CN108818879A CN 108818879 A CN108818879 A CN 108818879A CN 201810774492 A CN201810774492 A CN 201810774492A CN 108818879 A CN108818879 A CN 108818879A
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- hole
- partition plate
- inner partition
- lining
- prefabricated inner
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Classifications
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- B—PERFORMING OPERATIONS; TRANSPORTING
- B28—WORKING CEMENT, CLAY, OR STONE
- B28B—SHAPING CLAY OR OTHER CERAMIC COMPOSITIONS; SHAPING SLAG; SHAPING MIXTURES CONTAINING CEMENTITIOUS MATERIAL, e.g. PLASTER
- B28B1/00—Producing shaped prefabricated articles from the material
- B28B1/14—Producing shaped prefabricated articles from the material by simple casting, the material being neither forcibly fed nor positively compacted
-
- B—PERFORMING OPERATIONS; TRANSPORTING
- B28—WORKING CEMENT, CLAY, OR STONE
- B28D—WORKING STONE OR STONE-LIKE MATERIALS
- B28D1/00—Working stone or stone-like materials, e.g. brick, concrete or glass, not provided for elsewhere; Machines, devices, tools therefor
- B28D1/14—Working stone or stone-like materials, e.g. brick, concrete or glass, not provided for elsewhere; Machines, devices, tools therefor by boring or drilling
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C2/00—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels
- E04C2/44—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by the purpose
- E04C2/46—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by the purpose specially adapted for making walls
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- Engineering & Computer Science (AREA)
- Mechanical Engineering (AREA)
- Architecture (AREA)
- Manufacturing & Machinery (AREA)
- Chemical & Material Sciences (AREA)
- Ceramic Engineering (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Mining & Mineral Resources (AREA)
- Building Environments (AREA)
- Curing Cements, Concrete, And Artificial Stone (AREA)
Abstract
The invention discloses a kind of prefabricated inner partition plate weight hanging structures, including prefabricated inner partition plate, prefabricated inner partition plate includes the prefabricated Side fascia and lining being connected as one, the through-hole inside connection is offered on lining, the plugging hole core being arranged between Side fascia and lining below through-hole, plugging hole core is equipped with the concrete block of covering through-hole, and the hanged hook across through-hole is inlaid in concrete block；Hanged hook includes connecting rod, and one end that connecting rod protrudes into concrete block is connected with the gag lever post vertical with connecting rod, and one end that connecting rod stretches out through-hole is connected with the hook bar of arcuate structure, and the center of circle for hooking bar is positioned above；The cross-sectional area for hooking bar is gradually reduced from connecting rod one end to the end for hooking bar, improves intensity, stability and safety that hanging structure makes prefabricated inner partition plate have hanging weight.
Description
Technical field
The present invention relates to technical field of building construction, and in particular to a kind of prefabricated inner partition plate weight hanging structure and its applies
Work technique.
Background technique
Requirement with the fast development and people of building trade to environmental quality is continuously improved, and generates various works therewith
Journey construction technology, prefabricated inner partition plate are exactly one of.The appearance of prefabricated inner partition plate gradually replaced locellus point family and
Non-load bearing wall form of construction work as made of hollow brick and concrete block masonry, have quality it is light, it is impervious it is good, environmentally protective,
Intensity height, good economy performance, sound insulation, fire protecting performance is high, is convenient for the advantages that rapid construction.Although using prefabricated inner partition plate to bring
Many advantages, but there is still a need for the domestic installations such as installation heating radiator, hanging cupboard on the prefabricated inner partition plate, due to its peace
Dress technique is hollow original because causing installation that can generate crack and using light cellular partition board wall using splicing installation and material internal
Be inconvenient to hang weight as the big defect of one, hollow, light wt. partition cannot use expansion bolt or rivet to carry out hanging weight
Object is easy to cause wallboard there is a situation where rupturing or generating crack after hanging weight, and wallboard thickness itself is relatively narrow, simple logical
The needs of hanging weight can not be met by crossing the progress load-bearing of single layer wallboard, and stability and safety can all have a greatly reduced quality.
Summary of the invention
For the deficiency in the presence of the prior art, the present invention provides a kind of prefabricated inner partition plate weight hanging structure,
Intensity, stability and the safety for making prefabricated inner partition plate that there is hanging weight by improving hanging structure；The present invention also mentions
For a kind of construction technology of prefabricated inner partition plate weight hanging structure, specify hanging structure in the construction process technique require and
Construction process, it is ensured that the hanging structure after construction meets the requirement of hanging weight.
To achieve the above object, present invention employs the following technical solutions：
A kind of prefabricated inner partition plate weight hanging structure, including prefabricated inner partition plate, prefabricated inner partition plate include prefabricated company
It is connected in integrated Side fascia and lining, the through-hole inside connection, the Side fascia and lining are offered on the lining
Between be arranged with plugging hole core below through-hole, the plugging hole core is equipped with the concrete block of covering through-hole, described mixed
The hanged hook across through-hole is inlaid in solidifying soil block；The hanged hook includes connecting rod, and connecting rod protrudes into one end of concrete block
It is connected with the gag lever post vertical with connecting rod, one end that connecting rod stretches out through-hole is connected with the hook bar of arcuate structure, and hooks
The center of circle of bar is positioned above；The cross-sectional area for hooking bar is gradually reduced from connecting rod one end to the end for hooking bar.
By the cement injection mortar formation concrete block between Side fascia and lining, concrete block is allowed to reinforce Side fascia
Bonding strength between lining, and hanged hook is inlayed for hanging weight in concrete block, weight is born in hanged hook
After power, the weight for the weight hung directly passes through Side fascia and lining notifies load-bearing, and the gravity of receiving is allowed directly to pass
It is delivered on ground, effectively prevents the phenomenon that independent load-bearing of lining easily causes rupture or crack, it is steady to improve whole structure
Qualitative and bearing strength；And the structure of hanged hook is also convenient for hanging heating radiator or hanging cupboard, meets in heating
The hanging hole reserved on cooling fin or hanging cupboard, moreover it is possible to the stability after guaranteeing hanging.
The present invention also proposes a kind of prefabricated inner partition plate weight hanging structure construction technology, includes the following steps,
A, it positions：Positioning marking is carried out on the lining of prefabricated inner partition plate and determines central point；
B, aperture：By special-purpose machinery using central point as the center of circle holes drilled through on lining, the aperture of through-hole be 50mm~
70mm；
C, cavity is blocked：Plugging hole core is filled in the prefabricated inner partition plate inner cavity below lead to the hole site, allows plugging hole core
It is resisted against between Side fascia and lining and forms sealing；
D, perfusion mortar：It is 1 by weight proportion:Lead to the hole site is carried out filling secret room by 2 cement mortar, and allows cement
Mortar face is higher than the top edge of through-hole and difference in height should be greater than 20mm；
E, built-in connection：Before cement mortar initial set, the hanged hook of pre-production is passed through in through-hole insertion cement mortar,
And guarantee that hanged hook is in through hole center position；
F, iron net receives face：Filleting band, and the wide through-hole edge out of marginal position of filleting band are bonded in the tapping of lining
Spacing distance should be not less than 50mm, wherein the length and width of filleting band be 150mm × 150mm；
G, solid：It is needed solid 28 days after cement mortar filling, cement mortar is allowed sufficiently to solidify.
Compared with the prior art, the present invention has the advantages that：
1, plugging hole core is filled in prefabricated inner partition plate, allows between plugging hole core and Side fascia, lining and seals, from logical
It is directly accumulated since plugging hole core after cement injection mortar in hole, cement injection mortar is effectively avoided to need prefabricated internal partition wall
The interior wall of plate fills full situation, saves the usage amount of cement mortar；And after passing through cement injection mortar formation concrete block
It can reinforce the bonding strength and load bearing stength between Side fascia and lining, be carried out hanged hook tightly by concrete block
Gu reinforcing prefabricated so that the gravity after hanged hook load-bearing directly passes through concrete block and prefabricated lining is transmitted on ground
The overall stability of inner partition plate guarantees the safety after hanging weight；
2, the gag lever post on hanged hook can guarantee be pulled after connecting rod is embedded into concrete block, avoid connecting
Bar is drawn out concrete block, and the hook bar of arcuate structure can will accurately hook bar in blind extension and be inserted into convenient for hanging weight
It hangs on weight in prefabricated hanging hole；
3, use length and width for the filleting of 150mm × 150mm specification during cement mortar solid formation concrete block
Band is sealed through hole, and the edge of filleting band and the edge spacing distance of through-hole is allowed to be not less than 50mm, guarantees mixed
Solidifying soil block avoids cement mortar from leaking out from through-hole during solid.
Detailed description of the invention
Fig. 1 is the structural diagram of the present invention；
Fig. 2 is the structural schematic diagram of hanged hook of the present invention.
In figure, prefabricated inner partition plate 1, lining 102, through-hole 103, plugging hole core 2, concrete block 3, hangs Side fascia 101
Hook 4, gag lever post 402, hooks bar 403 at connecting rod 401.
Specific embodiment
Following further describes the present invention with reference to the drawings.
As shown in FIG. 1 to FIG. 2, a kind of prefabricated inner partition plate weight hanging structure of the present invention, including it is prefabricated it is interior every
Wallboard 1, prefabricated inner partition plate 1 include the prefabricated Side fascia 101 being connected as one and lining 102, are opened up on lining 102
There are the through-hole 103 inside connection, the plugging hole core being arranged with below through-hole 103 between Side fascia 101 and lining 102
2, plugging hole core 2 is constituted using foam rods or EPS sheet fragment, when being blocked, addition foamed glue allow entire plugging hole core 2 with
Gap between Side fascia 101, lining 102 is sealed, so that plugging hole core 2 has good bearing strength.It is blocking
Hole core 2 is equipped with the concrete block 3 of covering through-hole 103, and the ingredient of concrete block 3 is dry cement mortar, wherein cement with
The weight proportion of sand is 1:2, can be solid within a short period of time using dry cement mortar, and form concrete block 3
Whole intensity is higher afterwards, the ability with resistance to deformation, rupture.The hanged hook across through-hole 103 is inlaid in concrete block 3
4, when hanged hook 4 is mounted in concrete block 3, in dry cement mortar without completely solid preceding insertion, to guarantee coagulation
Hanged hook 4 is fastened as a whole after soil block 3 is solid, so that hanged hook 4, which is inlaid into have after concrete block 3, steadily carries energy
Power.
In order to guarantee hanged hook 4 convenient for lifting to common heating radiator, hanging cupboard etc., hanged hook 4 includes connection
Bar 401, one end that connecting rod 401 protrudes into concrete block 3 are connected with the gag lever post 402 vertical with connecting rod 401, pass through gag lever post
402 position-limiting action is restricted the movement in concrete block 3 of connecting rod 401, and connecting rod 401 stretches out the one of through-hole 103
End is connected with the hook bar 403 of arcuate structure, and the center of circle for hooking bar 403 is positioned above, hook the cross-sectional area of bar 403 from
401 one end of connecting rod is gradually reduced to the end for hooking bar 403, by hooking the arcuate structure and variable cross-section shape of bar 403,
When using hooking bar 403 and carrying out hook weight, being able to carry out blind extension also can guarantee and goes on smoothly hanging.
For the ease of being smoothly filled into through-hole 103 to dry cement mortar, the aperture of through-hole 103 be 50mm~
70mm allows the perforated area of through-hole 103 to be also able to satisfy subsequent filleting band and is bonded, and guarantees that dry cement mortar will not be let out
Dew, the surface after guarantee is solid are flushed with the surface of lining 102；And the plugging device that is sized for of through-hole 103 extends into
The laying of row plugging hole core 2.
Embodiment 2：
A kind of prefabricated inner partition plate weight hanging structure construction technology of the present invention, includes the following steps：
A, it positions：Positioning marking is carried out on the lining 102 of prefabricated inner partition plate 1 and determines central point, specific center
The determination position of point by the position of the hanging hole on hanging weight according to being determined, when being crossed, using with sharp portion
Position nail in hanging hole to crossing on lining 102, so that it is determined that scribing position.
B, aperture：By special-purpose machinery using central point as the center of circle holes drilled through 103 on lining 102, the aperture of through-hole 103
When being drilled, first existed by the drill bit in wall opening apparatus for 50mm~70mm by installing wall opening apparatus on drilling machine
Drill centers is carried out centered on determining central point of crossing on lining 102, wall opening apparatus is then allowed to carry out aperture, aperture
Aperture can be protruded between 50mm~70mm convenient for subsequent plugging device, be also convenient for subsequent progress cement mortar perfusion.
C, cavity is blocked：Plugging hole core 2 is filled in 1 inner cavity of prefabricated inner partition plate below 103 position of through-hole, allows closure
Hole core 2 is resisted against between Side fascia 101 and lining 102 and is formed sealing, and plugging hole core 2 can pass through closure when being filled
Equipment protrudes into progress, plugging hole core 2 using EPS sheet fragment or foam rods with foamed glue is sufficiently be bonded forms, during the bonding process
The stabilization of plugging hole core 2 can also be bonded by foamed glue, guarantee that filled plugging hole core 2 has bearing strength.
D, perfusion mortar：It is 1 by weight proportion:103 position of through-hole is carried out filling secret room by 2 dry cement mortar,
And it allows cement sand pulp to be higher than the top edge of through-hole 103 and difference in height should be greater than 20mm, carried out using dry cement mortar
Filling has drying time short, the high advantage of solid rear intensity, and cement sand pulp height is allowed to be higher than 103 top edge of through-hole
Greater than 20mm, the lining 102 of the two sides of through-hole 103 can be covered after guaranteeing the solid formation concrete block 3 of cement mortar
Lid increases the intensity of through-hole 103, avoids the case where being pulled open after load-bearing.
E, built-in connection：Before cement mortar initial set, the hanged hook 4 of pre-production is passed through into through-hole 103 and is inserted into cement bonded sand
In slurry, and guarantee that hanged hook 4 is in 103 center of through-hole, in order to guarantee the bearing strength of hanged hook 4 itself, prefabricated suspension
The single hook load capacity of hook 4 is not more than 300N, while also can guarantee the bearing strength of prefabricated inner partition plate 1, dry in cement mortar
Gu hanged hook 4 is carried out fastening during to be integrally formed, the dispersion effect of bearing strength is more preferable, in order to guarantee the position of hanged hook 4
Setting will not move down during solid, the lanyard being supported to hanged hook 4 can be arranged on lining 102, solid
After can directly remove.
F, iron net receives face：Filleting band, and the wide through-hole out of marginal position of filleting band are bonded in the tapping of lining 102
The spacing distance at 103 edges should be not less than 50mm, and wherein the length and width of filleting band are 150mm × 150mm；By filleting band to through-hole
103 are covered, so that cement mortar be avoided to leak out from through-hole 103, guarantee it is solid in through-hole 103 after formed it is mixed
Solidifying soil block 3 is flushed with the surface of lining 102.
G, solid：It is needed solid 28 days after cement mortar filling, cement mortar is allowed sufficiently to solidify.
The prefabricated inner partition plate weight hanging structure of construction technology production in through the invention is overcome completely in prefabricated
The hollow structure of partition plate 1 causes that the defect of weight cannot be hung, and promotes have quality light, impervious using prefabricated interior wall partition
It is good, environmentally protective, intensity is high, good economy performance, sound insulation, fire protecting performance is high, be convenient for the advantages that rapid construction under the premise of, still have
Play the role of carrying out hanging weight indoors, has further pushed the application of prefabricated inner partition plate 1.
Finally, it is stated that the above examples are only used to illustrate the technical scheme of the present invention and are not limiting, although referring to compared with
Good embodiment describes the invention in detail, those skilled in the art should understand that, it can be to skill of the invention
Art scheme is modified or replaced equivalently, and without departing from the objective and range of technical solution of the present invention, should all be covered at this
In the scope of the claims of invention.
Claims (7)
1. a kind of prefabricated inner partition plate weight hanging structure, including prefabricated inner partition plate, prefabricated inner partition plate include prefabricated connection
The Side fascia and lining being integrated, it is characterised in that：The through-hole inside connection, the Side fascia are offered on the lining
The plugging hole core being arranged with below through-hole between lining, the plugging hole core are equipped with the concrete of covering through-hole
Block is inlaid with the hanged hook across through-hole in the concrete block；
The hanged hook includes connecting rod, and one end that connecting rod protrudes into concrete block is connected with the gag lever post vertical with connecting rod,
One end that connecting rod stretches out through-hole is connected with the hook bar of arcuate structure, and the center of circle for hooking bar is positioned above；The hook
The cross-sectional area of bar is gradually reduced from connecting rod one end to the end for hooking bar.
2. a kind of prefabricated inner partition plate weight hanging structure according to claim 1, it is characterised in that：The hole of the through-hole
Diameter is 50mm~70mm.
3. a kind of prefabricated inner partition plate weight hanging structure according to claim 1 or 2, it is characterised in that：The coagulation
The ingredient of soil block is dry cement mortar, and wherein the weight proportion of cement and sand is 1:2.
4. a kind of prefabricated inner partition plate weight hanging structure according to claim 3, it is characterised in that：The plugging hole core
Using foam rods or EPS sheet fragment.
5. a kind of prefabricated inner partition plate weight hanging structure construction technology, it is characterised in that：Include the following steps,
A, it positions：Positioning marking is carried out on the lining of prefabricated inner partition plate and determines central point；
B, aperture：By special-purpose machinery, using central point as the center of circle, the holes drilled through on lining, the aperture of through-hole are 50mm~70mm；
C, cavity is blocked：In the prefabricated inner partition plate inner cavity below lead to the hole site fill plugging hole core, allow plugging hole core against
Between Side fascia and lining and form sealing；
D, perfusion mortar：It is 1 by weight proportion:Lead to the hole site is carried out filling secret room by 2 dry cement mortar, and allows water
Silt particle pulp noodle are higher than the top edge of through-hole and difference in height should be greater than 20mm；
E, built-in connection：Before cement mortar initial set, the hanged hook of pre-production is passed through in through-hole insertion cement mortar, and is protected
Card hanged hook is in through hole center position；
F, iron net receives face：It is bonded filleting band in the tapping of lining, and between the wide through-hole edge out of marginal position of filleting band
Gauge is from that should be not less than 50mm, and wherein the length and width of filleting band are 150mm × 150mm；
G, solid：It is needed solid 28 days after cement mortar filling, cement mortar is allowed sufficiently to solidify.
6. a kind of prefabricated inner partition plate weight hanging structure construction technology according to claim 5, it is characterised in that：Step
Plugging hole core in c using EPS sheet fragment or foam rods with foamed glue is sufficiently be bonded forms, foamed glue, which stablizes plugging hole core, to be glued
It connects on Side fascia and lining.
7. a kind of prefabricated inner partition plate weight hanging structure construction technology according to claim 5, it is characterised in that：Step
The single hook load capacity of prefabricated hanged hook in e is not more than 300N.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201810774492.8A CN108818879B (en) | 2018-07-16 | 2018-07-16 | Weight hanging structure of prefabricated inner partition plate and construction process of weight hanging structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201810774492.8A CN108818879B (en) | 2018-07-16 | 2018-07-16 | Weight hanging structure of prefabricated inner partition plate and construction process of weight hanging structure |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN108818879A true CN108818879A (en) | 2018-11-16 |
| CN108818879B CN108818879B (en) | 2020-05-19 |
Family
ID=64137162
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201810774492.8A Expired - Fee Related CN108818879B (en) | 2018-07-16 | 2018-07-16 | Weight hanging structure of prefabricated inner partition plate and construction process of weight hanging structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN108818879B (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110820264A (en) * | 2019-10-17 | 2020-02-21 | 青岛海尔洗衣机有限公司 | Household appliance installation method and wall-mounted household appliance |
| CN111979720A (en) * | 2019-05-22 | 2020-11-24 | 青岛海尔洗衣机有限公司 | Washing equipment installation structure, installation method and wall-mounted washing equipment |
| CN113529955A (en) * | 2020-07-16 | 2021-10-22 | 姚井祥 | Installation method of zipper type wall part |
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| CN2194384Y (en) * | 1993-09-30 | 1995-04-12 | 许镇辉 | Light wall plate capable of hanging articles |
| JPH07310728A (en) * | 1994-05-18 | 1995-11-28 | Nippon Pitsuto:Kk | Embedded hook |
| CN2637608Y (en) * | 2003-08-21 | 2004-09-01 | 北京凯润天业科技开发有限公司 | Light hollow partition wall plate |
| CN103452234A (en) * | 2013-08-28 | 2013-12-18 | 史丹龙涂料（常州）有限公司 | Multifunctional household partition wall board |
| CN204059666U (en) * | 2014-01-22 | 2014-12-31 | 杜洪宇 | Lightweight grouting wall |
| CN204551864U (en) * | 2015-03-11 | 2015-08-12 | 中民筑友有限公司 | For the combined hollow module of prefabricated units |
| CN205804714U (en) * | 2016-07-15 | 2016-12-14 | 青岛博海建设集团有限公司 | Novel prefabricated internal partition wall |
| CN207176988U (en) * | 2017-09-25 | 2018-04-03 | 中启胶建集团有限公司 | It is easy to the combined partition body of handling |
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2018
- 2018-07-16 CN CN201810774492.8A patent/CN108818879B/en not_active Expired - Fee Related
Patent Citations (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN2194384Y (en) * | 1993-09-30 | 1995-04-12 | 许镇辉 | Light wall plate capable of hanging articles |
| JPH07310728A (en) * | 1994-05-18 | 1995-11-28 | Nippon Pitsuto:Kk | Embedded hook |
| CN2637608Y (en) * | 2003-08-21 | 2004-09-01 | 北京凯润天业科技开发有限公司 | Light hollow partition wall plate |
| CN103452234A (en) * | 2013-08-28 | 2013-12-18 | 史丹龙涂料（常州）有限公司 | Multifunctional household partition wall board |
| CN204059666U (en) * | 2014-01-22 | 2014-12-31 | 杜洪宇 | Lightweight grouting wall |
| CN204551864U (en) * | 2015-03-11 | 2015-08-12 | 中民筑友有限公司 | For the combined hollow module of prefabricated units |
| CN205804714U (en) * | 2016-07-15 | 2016-12-14 | 青岛博海建设集团有限公司 | Novel prefabricated internal partition wall |
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Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111979720A (en) * | 2019-05-22 | 2020-11-24 | 青岛海尔洗衣机有限公司 | Washing equipment installation structure, installation method and wall-mounted washing equipment |
| CN111979720B (en) * | 2019-05-22 | 2023-10-20 | 天津海尔洗涤电器有限公司 | Washing equipment mounting structure, mounting method and wall-mounted washing equipment |
| CN110820264A (en) * | 2019-10-17 | 2020-02-21 | 青岛海尔洗衣机有限公司 | Household appliance installation method and wall-mounted household appliance |
| CN110820264B (en) * | 2019-10-17 | 2024-03-22 | 青岛海尔洗衣机有限公司 | Household electrical appliance installation method and wall-mounted household electrical appliance |
| CN113529955A (en) * | 2020-07-16 | 2021-10-22 | 姚井祥 | Installation method of zipper type wall part |
Also Published As
| Publication number | Publication date |
|---|---|
| CN108818879B (en) | 2020-05-19 |
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