CN202850596U - Industrialized prefabricated assembly type fence - Google Patents
Industrialized prefabricated assembly type fence Download PDFInfo
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- CN202850596U CN202850596U CN 201220316427 CN201220316427U CN202850596U CN 202850596 U CN202850596 U CN 202850596U CN 201220316427 CN201220316427 CN 201220316427 CN 201220316427 U CN201220316427 U CN 201220316427U CN 202850596 U CN202850596 U CN 202850596U
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- resistant column
- wallboard
- enclosure wall
- column
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Abstract
The utility model provides an industrialized prefabricated assembly type fence which comprises a wind-resisting column foundation, a prefabricated steel moulding plate wind-resisting column, a prefabricated steel moulding plate wall plate and a prefabricated steel moulding plate pressing top, wherein a wind-resisting column is connected with a foundation in a welded mode, the wall plate is connected with clamping grooves at both ends of the wind-resisting column in an inserted mode, and the pressing top is connected with a wall body by mortar. Set-shaped steel moulding plates are adopted on the wind-resisting column, the wall plate and the pressing top, members are machined and prefabricated in a factory-like mode so as to avoid various defects of a ganged brick fence, be capable of ensuring consistent color of a wall surface, and beautiful in appearance technology.
Description
[technical field]
The utility model relates to transformer station's enclosure wall, particularly a kind of industrialization Prefabricated enclosure wall.
[background technology]
In the substation project construction, the enclosure wall project is absolutely necessary, and workload is large, and its construction quality, progress will directly affect the overall image of substation project.At present, the enclosure wall scheme generally adopts the solid brick masonry enclosure wall, and its enclosure wall long construction period easily produces the segmentation crack phenomenon.In the masonry enclosure wall, the following weak point of clear water brick wall fence ubiquity:
1. construction requirement is high, and work efficiency is slow, and long construction period is unfavorable for the management of site safety civilized construction.
2. the masonry project selection is difficult, and project location can not find satisfactory brick usually, needs the strange land to buy, and unit price is high, and cost of transportation is very large.
3. easily produce segmentation crack, may occur accumulation of salt in the surface soil phenomenon in the humid area and cause the metope color inconsistent, affect impression.
Therefore, the existing the problems referred to above of the brick enclosure wall of clear water are needed solution badly.
[utility model content]
In view of this, for overcoming the deficiencies in the prior art, the utility model provides a kind of industrialization Prefabricated enclosure wall.
A kind of industrialization Prefabricated enclosure wall, described industrialization Prefabricated enclosure wall comprises that wind-resistant column basis, pre-manufactured steel template wind-resistant column, pre-manufactured steel template wallboard and pre-manufactured steel template bear down on one, described wind-resistant column and described basis are welded to connect, described wallboard is connected with the draw-in groove socket joint at described wind-resistant column two ends, describedly bears down on one and is connected body of wall and connects with mortar.
Preferably, described wind-resistant column can be according to the occasion of using respectively in two opposite sides, a side or two sides adjacent arrange the groove that described wallboard is installed, the top of described wind-resistant column arranges the hoisting ring of being convenient to lift.
Preferably, the appearance and size of described wind-resistant column is length * wide * height=300mm * 300mm * 2300mm, and the groove size of described wind-resistant column side is 70mm * 70mm, and the main muscle of described wind-resistant column is Φ 12mm, stirrup φ 6@150 of described wind-resistant column.
Preferably, the arrangement of reinforcement of described wallboard adopts two-way individual layer muscle, and described wallboard is of a size of length * wide * thick=2800mm * 450mm * 60mm, and the length of described wallboard is φ 4@100 to arrangement of reinforcement, and the short arrangement of reinforcement of described wallboard is φ 8@150.
Preferably, it is 5 ‰ double drainage that described top of bearing down on one arranges the gradient, and the described bottom of bearing down on one is provided with along the drip of wallboard direction pollutes metope with the dust that prevents the described top of bearing down on one and gather by the rainwater trickling.
Preferably, described bearing down on one comprises that wind-resistant column bears down on one and wallboard bears down on one, described wind-resistant column bears down on one and is of a size of 420mm * 420mm * 60mm, described wallboard bears down on one and is of a size of 2640mm * 180mm * 60mm, described drip is of a size of 10mm * 10mm, described drip is apart from outer edge 15mm, the bottom that described wind-resistant column bears down on one have be enclosed within when installing described wind-resistant column top 310mm * the 310mm degree of depth is the groove of 10mm, the width that is enclosed within the wallboard top when installing is arranged at the bottom that described wallboard bears down on one is that the 70mm degree of depth is the groove of 10mm.
Preferably, described wind-resistant column basis end face arranges the built-in fitting of length * wide * thick=350mm * 350mm * 10mm, and the anchor rib of described built-in fitting is Ф 14mm, length L=250mm.
It is prefabricated that the wind-resistant column of industrialization Prefabricated enclosure wall of the present utility model, wallboard and the employing set shaped steel formwork that bears down on one, member carry out batch production processing, avoids all drawbacks of the brick enclosure wall of clear water, can guarantee that the metope color and luster is consistent, and appearance technique is attractive in appearance.
[description of drawings]
Figure 1A is that the wind-resistant column of preferred embodiment industrialization Prefabricated enclosure wall of the present utility model is as the schematic cross-section of standard column.
Figure 1B is that the wind-resistant column of preferred embodiment industrialization Prefabricated enclosure wall of the present utility model is as the schematic cross-section of door side column.
Fig. 1 C is that the wind-resistant column of preferred embodiment industrialization Prefabricated enclosure wall of the present utility model is as the schematic cross-section of corner post.
Fig. 1 D is the arrangement of reinforcement schematic diagram of the standard column among Figure 1A.
Fig. 1 E is the arrangement of reinforcement schematic diagram of the door side column among Figure 1B.
Fig. 1 F is the arrangement of reinforcement schematic diagram of the corner post among Fig. 1 C.
Fig. 2 A, 2B are respectively corner post among Fig. 1 C and are applied to greater than the schematic cross-section with less than 90 ° of turnings the time.
Fig. 3 A, 3B are respectively front view and the lateral view of the wallboard of preferred embodiment industrialization Prefabricated enclosure wall of the present utility model.
Fig. 4 A is the structural representation that the wind-resistant column of preferred embodiment industrialization Prefabricated enclosure wall of the present utility model bears down on one.
Fig. 4 B, 4C are respectively the structural representation that the wallboard of preferred embodiment industrialization Prefabricated enclosure wall of the present utility model bears down on one.
Fig. 4 D, 4E be respectively that wind-resistant column among Fig. 4 A bears down on one and Fig. 4 B in the arrangement of reinforcement schematic diagram that bears down on one of wallboard.
Fig. 5 A, 5B are respectively combination top view and the front view of preferred embodiment industrialization Prefabricated enclosure wall of the present utility model.
The process flow diagram of Fig. 6 for adopting preferred embodiment industrialization Prefabricated enclosure wall of the present utility model to construct.
Fig. 7 A, 7B are the structural representation of the wind-resistant column basis built-in fitting of preferred embodiment industrialization Prefabricated enclosure wall of the present utility model.
[specific embodiment]
For understanding better the utility model, below with reference to instantiation the utility model is described in detail.
For fear of the existing all deficiencies of clear water brick wall fence, Hubei Electric Transmission ﹠ Transformation Engineering Company carries out the research of industrialization Prefabricated enclosure wall project according to the requirement of State Grid Corporation of China's " about assigning the notice of State Grid Corporation of China's support engineering capital construction new industrial research application item in 2011 " [2011] No. 74 files of capital construction design.
The main design of industrialization Prefabricated enclosure wall is, the enclosure wall grade beam adopts concrete cast-in-situ, and wind-resistant column, wallboard and the employing set shaped steel formwork that bears down on one, member carry out batch production and process prefabricated.The pre-manufactured steel template is installed by the order of " wind-resistant column-wallboard-bear down on one " and is formed, and wind-resistant column adopts with the basis and is welded to connect, and wallboard adopts the draw-in groove socket joint at wind-resistant column two ends to be connected with wind-resistant column, bears down on one and is connected mortar to connect with body of wall.After enclosure member installed, external coating concrete protective liquid, seam crossing adopted black silicone weather proofing sealant to carry out jointing.The metope color and luster is consistent, and appearance technique is attractive in appearance.
The employed wind-resistant column 10 of industrialization Prefabricated enclosure wall of the present utility model as shown in fig. 1.Schematic cross-section when being respectively wind-resistant column as standard column 10a, door side column 10b, corner post 10c shown in Figure 1A, 1B, the 1C; Fig. 1 D, 1E, 1F are respectively the arrangement of reinforcement schematic diagram of the standard column 10a shown in Figure 1A, 1B, the 1C, door side column 10b, corner post 10c.Wind-resistant column 10 can be according to the occasion of using respectively in two opposite sides, a side or two sides adjacent arrange groove 12, so that wallboard 20(as shown in Figure 3) install.The steel plate (not shown) is preset in wind-resistant column 10 bottoms, is convenient to be welded and fixed with wind-resistant column basis embedded iron.Wind-resistant column 10 tops arrange reinforcing bar hoisting ring (not shown), are convenient to lifting.Wallboard 20 is connected with wind-resistant column 10 socket joints.In a preferred embodiment, the appearance and size of wind-resistant column 10 is length * wide * height=300mm * 300mm * 2300mm, and the groove 12 of wind-resistant column 10 sides is of a size of 70mm * 70mm.Wind-resistant column master muscle Φ 12mm, stirrup φ 6@150.320mm * 320mm * 10mm steel plate is preset in the bottom of wind-resistant column 10, and wallboard 20 is connected with wind-resistant column 10 socket joints.Leave the 20mm spacing between wallboard two ends and the wind-resistant column, be convenient to install and satisfy the distortion needs that produce because of variations in temperature.When the enclosure wall turning was greater than or less than 90 °, angle that can be according to actual needs was according to making special-purpose turning pillar shown in Fig. 2 A or the 2B.
The employed wallboard 20 of industrialization Prefabricated enclosure wall of the present utility model is symmetrical arranged two hoisting ring (not shown) as shown in Figure 3 on the wallboard 20, be convenient to lifting and install.Wallboard 20 arrangements of reinforcement adopt two-way individual layer muscle.In a preferred embodiment, wallboard 20 is of a size of length * wide * thick=2800mm * 450mm * 60mm, and long is φ 4@100 to arrangement of reinforcement, and the short arrangement of reinforcement is φ 8@150.
Industrialization Prefabricated enclosure wall of the present utility model is employed to bear down on one 30 as shown in Figure 4, comprises enclosure wall wind-resistant column 30a and the wallboard 30b that bears down on one that bears down on one.Bear down on one 30 top double drainage, the gradient is 5 ‰.30 bottoms of bearing down on one are provided with drip 32 along the wallboard direction, and drip 32 dust that 30 tops gather that can effectively prevent from bearing down on one pollutes metope by the rainwater trickling.In a preferred embodiment, the wind-resistant column 30a that bears down on one is of a size of 420mm * 420mm * 60mm, and the wallboard 30b that bears down on one is of a size of 2640mm * 180mm * 60mm.Bear down on one 30 bottom arranges 10mm * 10mm drip 32, and drip 32 is apart from outer edge 15mm.Prefabricating coping top double drainage, the gradient is 5 ‰, and the bottom of bearing down on one arranges 10mm * 10mm drip, and drip is preferably 1～2cm apart from the distance of outer edge.Wind-resistant column bears down on one, and 310mm * 310mm degree of depth is arranged is the groove of 10mm for the bottom of 30a, is enclosed within wind-resistant column 10 tops during installation and gets final product (needing mortar to fix).Wallboard bears down on one, and width is arranged is that the 70mm degree of depth is the groove of 10mm in end 30b section, is enclosed within the wallboard top during installation and gets final product (needing mortar to fix).
Please in conjunction with consulting Fig. 6, hereinafter will concrete technology step and the details that adopt above-mentioned industrialization Prefabricated enclosure wall to construct be described in detail.
(1) preparation before the construction:
Before the commencement of works, except conventional construction preparation, also following several the work of reply are prepared:
Small-sized crane will organize the relevant speciality personnel to carry out an acceptance inspection before using, and guarantees that its performance satisfies the requirement of safety and use function.
Before going into operation, enclosure wall grade beam, wind-resistant column embedded iron must be carried out quality inspection and checked and accepted, and the enclosure member of being allowed for access after qualified is installed.
See also Fig. 7, enclosure wall wind-resistant column basis end face arranges built-in fitting (length * wide * thick=350mm * 350mm * 10mm).Its anchor rib is Ф 14mm, L=250mm.Center to center distance is 3.0m between adjacent embedded iron.
(2) the prefabricated processing of enclosure member batch production:
Enclosure member (comprise wind-resistant column, wallboard, bear down on one) all adopts set shaped steel formwork to carry out the batch production processing and fabricating, and its processing technology thereof is as follows:
I. cleaning mold.The interior external application small scoop shovel of mould is clean, keep the mould cleaning, block the mould valve with adhesive tape, evenly brush the thin layer release agent at mould inner wall and bottom surface.
Ii. cutting glass grid cloth and the welding steel mesh.For the mould of different size, the length and width of cutting glass grid cloth all should be than the little 50mm of mould.
Iii. prepare burden.Take by weighing respectively Portland cement, sand, water, fiber, water reducing agent etc. according to list of ingredients.
Iv. siccative stirs.All materials outside weighing dewatered well join in the mixer the dried 1～1.5min that stirs.
V. adding water stirs.The water that weighs up joined in the mixer stir together more than the 3min, make mixing of materials even.
Vi. feeding, sub-material.The speed of blanking and sub-material are by the infrared photography probe monitors, and mixer should stir always during the blanking, until complete under the material in the mixer.Concrete flows into mould by feed opening, and vibratory compaction is carried out in the cloth layering, and every layer thickness 150mm is advisable, every layer of vibration 3min, and after last one deck vibration was finished, effects on surface carried out troweling.
Vii. the maintenance before the form removal.The member of forming is put into curing room maintenance (20～30 ℃ of temperature, relative humidity is greater than 80%), and always maintenance is sent to demoulding workshop section to official hour, and curing time is no less than 10h, can be according to the actual conditions adjustment.
Viii. the demoulding.The member that maintenance is good is pulled the demoulding of demoulding workshop section into.
Ix. the maintenance after the form removal.Place 30min after the demoulding, then put into the steam interior temperature and keep being not less than 55 ℃, then humidity can check warehouse-in greater than 85% above maintenance 72h.
X. check, warehouse-in.Carry out following check before the product warehousing: size, color, surface finish, corner angle disappearance etc.
(3) the enclosure wall wind-resistant column is installed:
Wind-resistant column adopts small-sized crane by the post lifting.Wind-resistant column welds by built-in fitting with the basis.During welding, spot welding is fixed behind the location first, then positions the check of size and verticality, and after the passed examination, full weld connects again, wherein weld bead height h
f〉=6mm.
(4) the enclosure wall wallboard is installed:
Wallboard adopts 2 liftings of small-sized crane lifting, then with every grade of 5 blocks of wallboards from the bottom to top block-by-block be installed in the draw-in groove of enclosure wall wind-resistant column.
During installation, should keep the wallboard level, gently move and put down gently, prevent that the groove corner is damaged in hoisting process.After wallboard is in place, should adjusts and check its levelness, verticality, then use 1: 3 cement mortar that the preformed groove joint filling is closely knit.
(5) the enclosure wall installation of bearing down on one:
The bear down on one bottom of 30a of wind-resistant column is fluted, is enclosed within the top of wind-resistant column 10 during installation, gets final product with mortar is fixing.Bear down on one 30b bottom of wallboard is fluted, is enclosed within wallboard 20 tops during installation, getting final product with mortar is fixing.Enclosure wall bears down on one and installs by the order of " wind-resistant column is installed is first beared down on one, rear installation wallboard bears down on one ".
(6) wallboard, post, brushing concrete protective liquid bears down on one:
After enclosure member installed, external coating concrete protective liquid in order to improve concrete durability, and kept surface color consistent.
(7) enclosure wall joint filling jointing:
The joint filling of 1:3 cement mortar is adopted in slit, enclosure wall wind-resistant column groove side.The seam of wall plate piecing, wallboard and post, bear down on one and use the jointing of black silicone weather proofing sealant with the seam of wallboard and post.
(8) enclosure wall wind-resistant column spats construction:
After enclosure member installed, wind-resistant column 10 can adopt pea gravel concreten to make low inside and high outside water chestnut platform shape spats.
The industrialization Prefabricated enclosure wall is compared with the clear water brick wall fence has following characteristics and advantage:
One, ambient influnence is little.This typical job practices is selected set shaped steel formwork, the prefabricated processing and fabricating enclosure wall of batch production wind-resistant column, wallboard, bears down on one etc., and energy-conservation, material-saving, low-carbon (LC), pollution-free, interim occupation of land are few, meet the requirement of State Grid Corporation of China " amphitypy one is changed " and " environmental protection ".
Two, reliable in quality, easy to control.Enclosure wall wind-resistant column, wallboard, bear down on one etc. all adopts typified form, and batch production processing is prefabricated, stream curing, entity reliable in quality; After the enclosure wall installation, surfaces of wall brushing concrete protective liquid, presentation quality reaches the clear-water concrete quality specifications, can effectively prevent the common quality defects such as enclosure wall crackle, be full of cracks, can be non-maintaining after putting into operation.Wallboard all leaves the 20mm gap after embedding the groove of wind-resistant column between plate and the post, so that therefore the distortion needs that produce with satisfying Yin Wendu smoothly of installing do not need to arrange in addition the shrinkage joint.
Three, speed of application is fast, and it is convenient to install.Enclosure wall wind-resistant column, wallboard, bearing down on one can be prefabricated in advance, does not affect the site operation progress; The enclosure member on-site consolidation, installation is easy to operate, effect is fast, short construction period.The member suspension ring are conducive to lifting, and installation process is subjected to other factor restrictions few.
Four, cost is saved relatively.Enclosure member batch production processing and fabricating is drawn materials conveniently, work efficiency is fast, compares with the clear water brick wall fence, can reduce labour cost, and after steel form repeatedly had enough to meet the need, total cost was saved relatively.
Five, safety construction is secure.Can assemble after finish on enclosure wall wind-resistant column basis, can very fast realization whole construction of transformer substation zone and outside isolation are conducive to on-the-spot safety construction management.
Six, applied widely, can be applicable to the stand construction of inner concrete cable trench of different electric pressure power transformations (change of current), have widely promotional value.
The above exemplifying embodiment has only been expressed part embodiment of the present utility model, and it describes comparatively concrete and detailed, but can not therefore be interpreted as the restriction to the utility model claim.Should be pointed out that for the person of ordinary skill of the art without departing from the concept of the premise utility, can also make some distortion and improvement, these all belong to protection domain of the present utility model.Therefore, the protection domain of the utility model patent should be as the criterion with claims.
Claims (7)
1. industrialization Prefabricated enclosure wall, it is characterized in that: described industrialization Prefabricated enclosure wall comprises that wind-resistant column basis, pre-manufactured steel template wind-resistant column, pre-manufactured steel template wallboard and pre-manufactured steel template bear down on one, described wind-resistant column and described basis are welded to connect, described wallboard is connected with the draw-in groove socket joint at described wind-resistant column two ends, describedly bears down on one and is connected body of wall and connects with mortar.
2. industrialization Prefabricated enclosure wall according to claim 1, it is characterized in that: described wind-resistant column can be according to the occasion of using respectively in two opposite sides, a side or two sides adjacent arrange the groove that described wallboard is installed, the top of described wind-resistant column arranges the hoisting ring of being convenient to lift.
3. industrialization Prefabricated enclosure wall according to claim 2, it is characterized in that: the appearance and size of described wind-resistant column is length * wide * height=300mm * 300mm * 2300mm, the groove size of described wind-resistant column side is 70mm * 70mm, the main muscle of described wind-resistant column is Φ 12mm, stirrup φ 6@150 of described wind-resistant column.
4. industrialization Prefabricated enclosure wall according to claim 1, it is characterized in that: the arrangement of reinforcement of described wallboard adopts two-way individual layer muscle, described wallboard is of a size of length * wide * thick=2800mm * 450mm * 60mm, the length of described wallboard is φ 4@100 to arrangement of reinforcement, and the short arrangement of reinforcement of described wallboard is φ 8@150.
5. industrialization Prefabricated enclosure wall according to claim 1, it is characterized in that: it is 5 ‰ double drainage that described top of bearing down on one arranges the gradient, and the described bottom of bearing down on one is provided with along the drip of wallboard direction pollutes metope with the dust that prevents the described top of bearing down on one and gather by the rainwater trickling.
6. industrialization Prefabricated enclosure wall according to claim 5, it is characterized in that: described bearing down on one comprises that wind-resistant column bears down on one and wallboard bears down on one, described wind-resistant column bears down on one and is of a size of 420mm * 420mm * 60mm, described wallboard bears down on one and is of a size of 2640mm * 180mm * 60mm, described drip is of a size of 10mm * 10mm, described drip is apart from outer edge 15mm, the bottom that described wind-resistant column bears down on one have be enclosed within when installing described wind-resistant column top 310mm * the 310mm degree of depth is the groove of 10mm, the width that is enclosed within the wallboard top when installing is arranged at the bottom that described wallboard bears down on one is that the 70mm degree of depth is the groove of 10mm.
7. industrialization Prefabricated enclosure wall according to claim 1 is characterized in that: described wind-resistant column basis end face arranges the built-in fitting of length * wide * thick=350mm * 350mm * 10mm, and the anchor rib of described built-in fitting is Φ 14mm, length L=250mm.
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201220316427 CN202850596U (en) | 2012-07-03 | 2012-07-03 | Industrialized prefabricated assembly type fence |
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201220316427 CN202850596U (en) | 2012-07-03 | 2012-07-03 | Industrialized prefabricated assembly type fence |
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| CN202850596U true CN202850596U (en) | 2013-04-03 |
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Cited By (10)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104060884A (en) * | 2014-07-09 | 2014-09-24 | 张家港保税区利中国际贸易有限公司 | Combination type enclosing wall |
| CN104358277A (en) * | 2014-10-29 | 2015-02-18 | 上海市政工程设计研究总院（集团）有限公司 | Waterproof treating structure for cable trench penetrating through external wall |
| CN105696851A (en) * | 2016-04-25 | 2016-06-22 | 北京城建七建设工程有限公司 | Totally-prefabricated assembly type construction barrier and construction method thereof |
| CN106013954A (en) * | 2016-07-07 | 2016-10-12 | 中建海峡建设发展有限公司 | Construction method for combined enclosure |
| CN107476649A (en) * | 2017-08-18 | 2017-12-15 | 国网上海市电力公司 | A kind of Assembled enclosing wall construction method |
| CN109667469A (en) * | 2018-12-29 | 2019-04-23 | 龙信集团江苏建筑产业有限公司 | A kind of prefabricated assembled recycling enclosure wall |
| CN109779384A (en) * | 2019-01-28 | 2019-05-21 | 游家良 | Integral type concrete earthen wall |
| CN113585871A (en) * | 2021-08-12 | 2021-11-02 | 国网吉林省电力有限公司延边供电公司 | Construction and installation method of enclosing wall |
| CN115142584A (en) * | 2022-07-13 | 2022-10-04 | 中亿丰建设集团股份有限公司 | Ancient building hollowed landscape wall reinforcing structure and construction method thereof |
| CN115853154A (en) * | 2022-12-02 | 2023-03-28 | 无锡锡晟建设有限公司 | Environment-friendly energy-saving prefabricated component for composite external wall panel |
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2012
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| CN104060884A (en) * | 2014-07-09 | 2014-09-24 | 张家港保税区利中国际贸易有限公司 | Combination type enclosing wall |
| CN104358277A (en) * | 2014-10-29 | 2015-02-18 | 上海市政工程设计研究总院（集团）有限公司 | Waterproof treating structure for cable trench penetrating through external wall |
| CN105696851B (en) * | 2016-04-25 | 2017-12-08 | 北京城建七建设工程有限公司 | Full prefabricated assembling construction guard fender and its construction method |
| CN105696851A (en) * | 2016-04-25 | 2016-06-22 | 北京城建七建设工程有限公司 | Totally-prefabricated assembly type construction barrier and construction method thereof |
| CN106013954B (en) * | 2016-07-07 | 2018-08-21 | 中建海峡建设发展有限公司 | A kind of construction method of combination enclosing |
| CN106013954A (en) * | 2016-07-07 | 2016-10-12 | 中建海峡建设发展有限公司 | Construction method for combined enclosure |
| CN107476649A (en) * | 2017-08-18 | 2017-12-15 | 国网上海市电力公司 | A kind of Assembled enclosing wall construction method |
| CN109667469A (en) * | 2018-12-29 | 2019-04-23 | 龙信集团江苏建筑产业有限公司 | A kind of prefabricated assembled recycling enclosure wall |
| CN109779384A (en) * | 2019-01-28 | 2019-05-21 | 游家良 | Integral type concrete earthen wall |
| CN113585871A (en) * | 2021-08-12 | 2021-11-02 | 国网吉林省电力有限公司延边供电公司 | Construction and installation method of enclosing wall |
| CN115142584A (en) * | 2022-07-13 | 2022-10-04 | 中亿丰建设集团股份有限公司 | Ancient building hollowed landscape wall reinforcing structure and construction method thereof |
| CN115853154A (en) * | 2022-12-02 | 2023-03-28 | 无锡锡晟建设有限公司 | Environment-friendly energy-saving prefabricated component for composite external wall panel |
| CN115853154B (en) * | 2022-12-02 | 2023-11-21 | 无锡锡晟建设有限公司 | Environment-friendly and energy-saving prefabricated component for composite external wall panel |
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