CN106592827A - Integral poured wall body and pouring technique thereof - Google Patents
Integral poured wall body and pouring technique thereof Download PDFInfo
- Publication number
- CN106592827A CN106592827A CN201611041990.9A CN201611041990A CN106592827A CN 106592827 A CN106592827 A CN 106592827A CN 201611041990 A CN201611041990 A CN 201611041990A CN 106592827 A CN106592827 A CN 106592827A
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- Prior art keywords
- wall
- wallboard
- steel tendon
- load bearing
- steel
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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
- E04B2/84—Walls made by casting, pouring, or tamping in situ
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- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Load-Bearing And Curtain Walls (AREA)
Abstract
The invention discloses an integral poured wall body. The integral poured wall body comprises a main bearing wall, wall boards and splicing walls. The wall boards and the main bearing wall are provided with concave grooves I and concave grooves II located at the ends of the joints correspondingly. Steel wire bundles I are arranged in the concave grooves I of the wall boards. Steel wire bundles II are arranged in the concave grooves II of the main bearing walls. Steel bars are arranged in the splicing walls. The steel wire bundles I and the steel wire bundles II are arranged oppositely and connected to the steel bars. The invention further discloses a pouring technique of the integral poured wall body. According to the integral poured wall body and the pouring technique of the integral poured wall body, the concave grooves are formed in the two sides of the joints of the wall boards, the steel wire bundles are correspondingly arranged in the concave grooves of the wall boards on the two sides in a vertically spaced mode, the steel bars are connected between the corresponding steel wire bundles in an inserted mode, and filling materials are poured to the joints of the wall boards, so that the integral wall body is formed by the wall boards, the defects of cracking of the joints of the wall boards, infirm integral bonding, hollowing and the like are overcome, the shock strength is high, and the construction efficiency is improved.
Description
Technical field
The present invention relates to in-situ casting, pour or the technical field of wall that tamping builds up, it is specifically related to monoblock type and pours
Body of wall and casting craft.
Background technology
Reinforced concrete wall major part site operation is all that colligation vertical reinforcement and stirrup form steel reinforcement cage first, secondly
The support template around the steel reinforcement cage, then pours mixed mud in template, after concrete setting and after reaching some strength requirement,
Template around dismantling concrete body of wall again, existing wallboard, dividing plate assembled are integrally little, and piece is more, and without supporting installation,
The matching operation cycle is long, and technique is interted loaded down with trivial details.
The content of the invention
In view of this, it is an object of the invention to provide monoblock type pours body of wall and its casting craft, the monoblock type is poured
Body of wall and its casting craft by Baltimore groove being provided with wallboard or main body load bearing wall stitching portion both sides in wallboard, in both walls
Correspond to and between the upper and lower every steel tendon is disposed with the Baltimore groove of plate, reinforcing bar is plugged between corresponding steel tendon, then in wallboard
Material filling is poured with wallboard stitching portion, makes wallboard body of wall is integrally formed with wallboard, it is to avoid wallboard stitching portion cracking, overall combination are loosely
Gu, the defect such as hollowing, shock strength is high, improves efficiency of construction.
In order to achieve the above object, a kind of monoblock type of the invention pours body of wall and includes main body load bearing wall, is arranged on main body and holds
Weigh wallboard within the walls and be cast in the combination of main body load bearing wall and wallboard stitching portion, the wallboard and main body load bearing wall are located at
Stitching portion end is respectively arranged with Baltimore groove I and Baltimore groove II, is arranged at intervals with two ends connection on the wallboard Baltimore groove I up and down
In wallboard, the middle steel tendon I for extending into splicing within the walls, on the main body load bearing wall Baltimore groove II, two are arranged at intervals with up and down
End be connected to main body load bearing wall within the walls, centre extend into splicing steel tendon II within the walls, the splicing is provided with reinforcing bar, institute within the walls
State steel tendon I and steel tendon II is oppositely arranged and is both connected on reinforcing bar.
Further, in the wallboard inside and outside be provided with bar-mat reinforcement, connection in wallboard is stretched at the two ends of the steel tendon I
On bar-mat reinforcement, on the steel tendon I and the main body load bearing wall Baltimore groove II on the Baltimore groove I, steel tendon II is set to 1 or 2
Row.
Further, the wallboard is integrally formed body by what polylith wall board body was spliced to form, and the wall board body is connected with wall board body
The place of connecing is provided with combination I, and the bar-mat reinforcement is arranged on inner side and outer side in wallboard body, and the Baltimore groove I is arranged on wall board body
Positioned at the stitching portion at two ends, in the Baltimore groove I, it is arranged at intervals with that two ends are connected in wallboard body, spill is extended at middle part up and down
The steel tendon I of groove, surrounds the receiving hole for assembling reinforcement I in the middle part of the steel tendon I.
Further, the steel tendon I and the upper and lower spacing distances of steel tendon II are set to 25～35cm, the steel tendon I and
The height that Baltimore groove I and Baltimore groove II is each extended over out in the middle part of steel tendon II arranges 2～5cm.
Further, the section of the Baltimore groove I and/or Baltimore groove II is set to arch, trapezoidal or circular.
Further, it is provided with the wallboard for presetting the preformed hole that conduit and water pipe are installed up and down, it is described reserved
Steel tendon III is provided with hole, the steel tendon III two ends are fixedly connected on bar-mat reinforcement.
Further, rank frame is provided between the two-layer bar-mat reinforcement, the rank frame two ends are connected on two-layer bar-mat reinforcement.
Further, rank frame is provided between the two-layer bar-mat reinforcement, the rank frame is set to zigzag reinforced frame.
The invention also discloses a kind of monoblock type pours the casting craft of body of wall, its step is as follows：
1) colligation main body load bearing wall reinforcing bar, in vertical edge joint position colligation and the steel tendon of bar connecting of main body load bearing wall
II, has erected prefabricated bodies load bearing wall side template II and end template II, male, male has been provided with the middle part of end template II
The holding tank for accommodating steel tendon II is inside provided with, in the middle vacancy casting concrete that side template II and end template II are surrounded, is treated
Slurry condenses just can remove template；
2) bar-mat reinforcement of colligation wallboard, in the steel tendon I that the vertical edge joint position colligation of wallboard is connected with bar-mat reinforcement, erects
Prefabricated panel side template I and end template I, are provided with male I in the middle part of end template I, receiving steel is provided with male I
The holding tank I of tow I, in the middle vacancy casting concrete that side template I and end template I are surrounded, treats that slurry condenses and just can remove
Template；
3) erect the combination of the precast spliced wall positioned at main body load bearing wall and wallboard stitching portion；In steel tendon I and steel
Reinforcing bar is connected between tow II；Then the stitching portion that main body load bearing wall, wallboard and side template are surrounded pours
Soil, so that main body load bearing wall, combination and wallboard form entirety.
Further, in step 1) in, connecting hole and the reinforcing bar for fixing wallboard are provided with main body load bearing wall ground
Anchor, in step 2) in, the wallboard lower end for drying molding is fixed on preformed hole and reinforcing bar anchor.
The beneficial effects of the present invention is：
1st, monoblock type of the present invention pours body of wall and its casting craft by wallboard and wallboard or the splicing of main body load bearing wall
Place both sides are provided with Baltimore groove, the correspondence and between the upper and lower every being disposed with steel tendon, corresponding steel wire in the Baltimore groove of both sides wallboard
Reinforcing bar is plugged between beam, then material filling is poured in wallboard and wallboard stitching portion, make wallboard be integrally formed body of wall with wallboard, it is to avoid
Wallboard stitching portion cracking, entirety combine the defects such as insecure, hollowing, and shock strength is high, improves efficiency of construction；
2nd, monoblock type of the present invention pours body of wall and its casting craft by bar-mat reinforcement, steel are vertically disposed with concrete cover
Rank frame is provided between muscle net, is connected on bar-mat reinforcement using steel tendon two ends, not only increase the intensity of wallboard at bar-mat reinforcement,
And make wallboard and the steel tendon of wallboard stitching portion link together with rank frame, bar-mat reinforcement, further increase wallboard and wallboard
The strength of wall body of stitching portion, it is to avoid wallboard combines the defects such as insecure, hollowing with wallboard stitching portion cracking, entirety；
3rd, monoblock type of the present invention pours body of wall and its casting craft by arranging live wire on body of wall bottom and body of wall
The preformed hole that pipe and water pipe are passed through, is provided with steel tendon in preformed hole, and the steel tendon two ends are fixedly connected on bar-mat reinforcement, no
The intensity of body of wall above preformed hole can only be improved, it is to avoid subside during form removal blocking preformed hole, and is easy to fix conduit
And water pipe, it is convenient that in advance conduit and water pipe are left in body of wall in advance, efficiency of construction is improved, construction period is saved；
4th, monoblock type of the present invention pours body of wall and its casting craft by arranging live wire on body of wall bottom and body of wall
The preformed hole that pipe and water pipe are passed through, is provided with steel tendon in preformed hole, and the steel tendon two ends are fixedly connected on bar-mat reinforcement, no
The intensity of body of wall above preformed hole can only be improved, it is to avoid subside during form removal blocking preformed hole, and is easy to fix conduit
And water pipe, it is convenient that in advance conduit and water pipe are left in body of wall in advance, efficiency of construction is improved, construction period is saved；
5th, monoblock type of the present invention pours body of wall and its casting craft deadlight using scientific matching and digitized Based Intelligent Control
Pipelining production, the operation combined using hydrothermal curing and natural curing is made, wallboard have high-strength, lightweight,
The advantages of sound insulation, insulation, fire resisting, thermal insulation and environmental protection, wallboard has exempts to plaster, and can shift to an earlier date and reserve various dresses according to requirement of engineering
Put, for example door, window and spool, at wallboard and combination, pour the not contracting material filling of same high-strength special type.
Description of the drawings
In order that the purpose of the present invention, technical scheme and beneficial effect are clearer, the present invention provides drawings described below and carries out
Explanation：
Fig. 1 is the structural representation that monoblock type of the present invention pours body of wall；
Fig. 2 is the sectional view that monoblock type of the present invention pours body of wall；
Fig. 3 is the structural representation that monoblock type of the present invention pours body of wall deadlight and wallboard stitching portion；
Fig. 4 is the structural representation that monoblock type of the present invention pours body of wall deadlight another embodiment；
Fig. 5 pours body of wall deadlight formwork for placing scheme of installation for monoblock type of the present invention.
Description of the drawings：1- wallboards；2- main body load bearing walls；3- combinations；4- bar-mat reinforcements；5- holds in the mouth frame；6- steel tendon I；7- steel
Tow II；8- reinforcing bars；9- junctions pour storehouse；10- side templates；11- Baltimore groove II；12- end templates；13- holding tank I；
14- males I；The square moulds of 15-；16- holding tank II；17- steel tendon III；18- wall board bodies；19- reinforcing bar I；20- combination I.
Specific embodiment
Below in conjunction with accompanying drawing, the preferred embodiments of the present invention are described in detail.
Embodiment one
It is illustrated in figure 1 the structural representation that monoblock type of the present invention pours body of wall；It is illustrated in figure 2 monoblock type of the present invention to pour
The sectional view of walling body；It is illustrated in figure 3 the structural representation that monoblock type of the present invention pours body of wall deadlight and wallboard stitching portion；
A kind of monoblock type of the present invention pours body of wall, including main body load bearing wall 2, the wallboard 1 being arranged in main body load bearing wall 2 and is cast in
The combination 3 of 1 stitching portion of main body load bearing wall 2 and wallboard, the wallboard 1 and main body load bearing wall 2 are set respectively positioned at stitching portion end
Be equipped with Baltimore groove I and Baltimore groove II11, be arranged at intervals with the wallboard Baltimore groove I up and down two ends be connected in wallboard 1, it is middle
The steel tendon I6 for splicing within the walls 3 is extended into, and two ends is arranged at intervals with up and down on 2 Baltimore groove II11 of the main body load bearing wall and is connected to
Main body load bearing wall 2 within the walls, centre extend into steel tendon II6 in combination 3, reinforcing bar 8, the steel are provided with the wallboard I
Tow I6 and steel tendon II7 are oppositely arranged and are both connected on reinforcing bar 8.
The present embodiment by being provided with Baltimore groove in wallboard and wallboard or main body load bearing wall stitching portion both sides, in both walls
Correspond to and between the upper and lower every steel tendon is disposed with the Baltimore groove of plate, reinforcing bar 8 is plugged between corresponding steel tendon, then in wallboard
Material filling is poured with wallboard stitching portion, makes wallboard 1 body of wall is integrally formed with wallboard 1 or main body load bearing wall 2, it is to avoid wallboard stitching portion
Cracking, entirety combine the defects such as insecure, hollowing, and shock strength is high, improves efficiency of construction.
Further, in the preferred wallboard 1 inside and outside be provided with bar-mat reinforcement 4, the two ends of the steel tendon I6 are stretched into
It is connected in wallboard on bar-mat reinforcement 4, steel on the steel tendon I6 and the main body load bearing wall Baltimore groove II 10 on the Baltimore groove I
Tow II7 is set to 1 or 2 rows, and the structure is conducive to steel tendon, reinforcing bar and bar-mat reinforcement to be linked to be an entirety, is conducive to improving and spells
The intensity of wall 3 is connect, is also beneficial to improve the intensity of combination 3 additionally by 2 row's steel tendons are provided with.
Further, the preferred steel tendon I6 and the upper and lower spacing distances of steel tendon II7 are set to 25～35cm, the steel
The height that Baltimore groove I and Baltimore groove II10 is each extended over out in the middle part of tow I6 and steel tendon II7 arranges 2～5cm, and the structure is favourable
It is linked to be an entirety in steel tendon, reinforcing bar 8 and bar-mat reinforcement 3, is conducive to improving the intensity of combination 3.
Further, the section of the preferred Baltimore groove I and/or Baltimore groove II10 is set to arch, trapezoidal or circular,
The structure is conducive to the contact area for increasing wallboard 2 and 2 stitching portion of wallboard or main body load bearing wall, reduce wallboard and wallboard or
2 stitching portion of main body load bearing wall due to expanding with heat and contract with cold and being dehydrated after produce in stress concentration, it is to avoid wallboard 1 and wallboard 1 or main
2 stitching portion of body load bearing wall cracking, entirety combine the defects such as insecure, hollowing.
Further, rank frame 5 is provided between the preferred two-layer bar-mat reinforcement 4,5 two ends of the rank frame are connected to two-layer steel
On muscle net 4, the structure not only increases the intensity of wallboard, and makes wallboard by steel tendon two ends are connected on bar-mat reinforcement 4
1 links together, and improves wall with rank frame, two-layer bar-mat reinforcement with the steel tendon of 2 stitching portion of wallboard 1 or main body load bearing wall
Plate and the strength of wall body of 2 stitching portion of wallboard or main body load bearing wall.
Further, rank frame 5 is provided between the two-layer bar-mat reinforcement 4, the rank frame 4 is set to zigzag reinforced frame, should
Structure not only increases the intensity of wall board body, and wall board body and the steel tendon of wall board body stitching portion is received with rank frame, bar-mat reinforcement
Force direction on same level direction, zigzag reinforced frame can reduce wall board body and wall board body stitching portion due to expand with heat and contract with cold with
And the stress concentration in producing after dehydration, reach the purpose for avoiding wall board body and wall board body stitching portion cracking.
Embodiment two
It is illustrated in figure 4 the structural representation that monoblock type of the present invention pours body of wall deadlight another embodiment
The present embodiment with embodiment one without part is：The one that the wallboard 1 is spliced to form by polylith wall board body 18
Molded body, the wall board body 18 are provided with combination I20 with 18 junction of wall board body, and the bar-mat reinforcement 4 is arranged on wall board body 18
Interior inner side and outer side, the Baltimore groove are arranged on stitching portion of the wall board body positioned at two ends, upper and lower interval setting in the Baltimore groove
There are two ends to be connected to the steel tendon I6 that wallboard body is interior, Baltimore groove is extended at middle part, surround for colligation in the middle part of the steel tendon I6
The receiving hole of reinforcing bar I19, relative to embodiment one using live primary concreting wallboard, the present embodiment wallboard can adopt multistage
Wall board body is constructed simultaneously, then carries out splicing and pours, and can shorten construction period, improves efficiency, reduces cost.
Embodiment three
It is illustrated in figure 5 monoblock type of the present invention and pours body of wall deadlight formwork for placing scheme of installation
The present embodiment with embodiment one without part is：It is provided with for presetting conduit on the preferred wallboard 1
The preformed hole I for being installed with water pipe up and down, is provided with steel tendon III17 in the preformed hole I, the steel tendon III17 two ends are solid
Surely it is connected on bar-mat reinforcement 4, in the structure, preformed hole I is by square mould 16 being provided with 1 side template of wallboard and then being poured
Molding, square mould is provided with the holding tank II15 for accommodating steel tendon IV18.
The invention also discloses a kind of monoblock type pours the casting craft of body of wall, its step is as follows：
1) 2 reinforcing bar of colligation main body load bearing wall, in vertical edge joint position colligation and the steel tendon of bar connecting of main body load bearing wall 2
II7, has erected prefabricated bodies load bearing wall 2 side template II and end template II, male, convex has been provided with the middle part of end template II
The holding tank for accommodating steel tendon II is provided with mould, in the middle vacancy casting concrete that side template II and end template II are surrounded,
Treat that slurry condenses and just can remove template；
2) bar-mat reinforcement of colligation wallboard, in the steel tendon I that the vertical edge joint position colligation of wallboard is connected with bar-mat reinforcement, erects
Prefabricated panel side template I10 and end template I12, are provided with male I14, set in male I14 in the middle part of end template I12
The holding tank I13 for accommodating steel tendon I6 is equipped with, the stitching portion surrounded in side template I10 and end template 12 pours pours in storehouse 8
Concrete is built, is treated that slurry condenses and just can be removed template；
3) erect the combination 3 of the precast spliced wall positioned at 1 stitching portion of main body load bearing wall 2 and wallboard；In steel tendon I6
Reinforcing bar 8 is connected with and steel tendon II7 between；Then the stitching portion that main body load bearing wall 2, wallboard 1 and side template are surrounded is poured in storehouse 9
Casting concrete, so that main body load bearing wall 2, wallboard 1 and combination 3 form entirety.
Further, preferably in step 1) in, connecting hole is provided with 2 ground of main body load bearing wall and for fixing wallboard
1 reinforcing bar anchor, in step 2) in, 1 lower end of wallboard for drying molding is fixed on preformed hole and reinforcing bar anchor
Finally illustrate, preferred embodiment above is only unrestricted to illustrate technical scheme, although logical
Cross above preferred embodiment to be described in detail the present invention, it is to be understood by those skilled in the art that can be
Various changes are made to which in form and in details, without departing from claims of the present invention limited range.
Claims (10)
1. a kind of monoblock type pours body of wall, including main body load bearing wall, is arranged on main body load-bearing wallboard within the walls and is cast in master
Body load bearing wall and the combination of wallboard stitching portion, it is characterised in that：The wallboard and main body load bearing wall are located at stitching portion end part
Be not provided with Baltimore groove I and Baltimore groove II, the wallboard Baltimore groove I be arranged at intervals with up and down two ends be connected in wallboard, it is middle
Extend into splicing steel tendon I within the walls, the main body load bearing wall Baltimore groove II is arranged at intervals with two ends up and down and is connected to main body and holds
Weight wall within the walls, centre extend into splicing steel tendon II within the walls, the splicing is provided with reinforcing bar, the steel tendon I and steel within the walls
Tow II is oppositely arranged and is both connected on reinforcing bar.
2. monoblock type according to claim 1 pours body of wall, it is characterised in that：Steel is provided with inside and outside in the wallboard
Muscle net, the two ends of the steel tendon I are stretched into, the steel tendon I and the master on the Baltimore groove I
On body load bearing wall Baltimore groove II, steel tendon II is set to 1 or 2 rows.
3. monoblock type according to claim 1 pours body of wall, it is characterised in that：The wallboard splices shape by polylith wall board body
Into be integrally formed body, the wall board body is provided with combination I with wall board body junction, and the bar-mat reinforcement is arranged in wallboard body
Inner side and outer side, the Baltimore groove I are arranged on stitching portion of the wall board body positioned at two ends, upper and lower interval setting in the Baltimore groove I
There are two ends to be connected to the steel tendon I that wallboard body is interior, Baltimore groove is extended at middle part, surround for colligation steel in the middle part of the steel tendon I
The receiving hole of muscle I.
4. the monoblock type according to any one of claims 1 to 3 pours body of wall, it is characterised in that：The steel tendon I and steel wire
The upper and lower spacing distances of beam II are set to 25～35cm, and Baltimore groove I and recessed is each extended over out in the middle part of the steel tendon I and steel tendon II
The height of shape groove II arranges 2～5cm.
5. monoblock type according to claim 1 pours body of wall, it is characterised in that：The Baltimore groove I's and/or Baltimore groove II
Section is set to arch, trapezoidal or circular.
6. monoblock type according to claim 1 pours body of wall, it is characterised in that：It is provided with the wallboard for default electricity
The preformed hole that spool and water pipe are installed up and down, is provided with steel tendon III in the preformed hole, the steel tendon III two ends are fixed
It is connected on bar-mat reinforcement.
7. monoblock type according to claim 4 pours body of wall, it is characterised in that：Rank is provided between the two-layer bar-mat reinforcement
Frame, the rank frame two ends are connected on two-layer bar-mat reinforcement.
8. monoblock type according to claim 4 pours body of wall, it is characterised in that：Rank is provided between the two-layer bar-mat reinforcement
Frame, the rank frame are set to zigzag reinforced frame.
9. a kind of monoblock type prepared described in any one of claim 1～8 pours the casting craft of body of wall, it is characterised in that：Its
Step is as follows:
1) colligation main body load bearing wall reinforcing bar, in vertical edge joint position colligation and the steel tendon II of bar connecting of main body load bearing wall, frame
Good prefabricated bodies load bearing wall side template II and end template II is found, male is provided with the middle part of end template II, is set in male
The holding tank for accommodating steel tendon II is equipped with, in the middle vacancy casting concrete that side template II and end template II are surrounded, slurry is treated
Condensation just can remove template；
2) bar-mat reinforcement of colligation wallboard, in the steel tendon I that the vertical edge joint position colligation of wallboard is connected with bar-mat reinforcement, erects good prefabricated
Wallboard side template I and end template I, are provided with male I in the middle part of end template I, receiving steel tendon is provided with male I
The holding tank I of I, in the middle vacancy casting concrete that side template I and end template I are surrounded, treats that slurry condenses and just can remove template；
3) erect the combination of the precast spliced wall positioned at main body load bearing wall and wallboard stitching portion；In steel tendon I and steel tendon
Reinforcing bar is connected between II；Then the stitching portion that main body load bearing wall, wallboard and side template are surrounded pours casting concrete in storehouse, from
And make main body load bearing wall, combination and wallboard form entirety.
10. monoblock type as claimed in claim 9 pours the casting craft of body of wall, it is characterised in that：In step 1) in, in main body
Connecting hole and the reinforcing bar anchor for fixing wallboard are provided with load bearing wall ground, in step 2) in, will dry under the wallboard of molding
End is fixed on preformed hole and reinforcing bar anchor.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201611041990.9A CN106592827A (en) | 2016-11-24 | 2016-11-24 | Integral poured wall body and pouring technique thereof |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201611041990.9A CN106592827A (en) | 2016-11-24 | 2016-11-24 | Integral poured wall body and pouring technique thereof |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN106592827A true CN106592827A (en) | 2017-04-26 |
Family
ID=58591961
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201611041990.9A Withdrawn CN106592827A (en) | 2016-11-24 | 2016-11-24 | Integral poured wall body and pouring technique thereof |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN106592827A (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107327046A (en) * | 2017-08-21 | 2017-11-07 | 丁芸娉 | A kind of steel pipe bundle combining structure |
| CN116575568A (en) * | 2023-04-10 | 2023-08-11 | 上海隆振节能科技股份有限公司 | ALC wallboard for enhancing connection strength of adjacent template units |
-
2016
- 2016-11-24 CN CN201611041990.9A patent/CN106592827A/en not_active Withdrawn
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107327046A (en) * | 2017-08-21 | 2017-11-07 | 丁芸娉 | A kind of steel pipe bundle combining structure |
| CN116575568A (en) * | 2023-04-10 | 2023-08-11 | 上海隆振节能科技股份有限公司 | ALC wallboard for enhancing connection strength of adjacent template units |
| CN116575568B (en) * | 2023-04-10 | 2024-02-13 | 上海隆振节能科技股份有限公司 | ALC wallboard for enhancing connection strength of adjacent template units |
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Application publication date: 20170426 |