CN106436893A - Fully-prefabricated structure and construction method thereof - Google Patents

Fully-prefabricated structure and construction method thereof Download PDF

Info

Publication number
CN106436893A
CN106436893A CN201610993143.6A CN201610993143A CN106436893A CN 106436893 A CN106436893 A CN 106436893A CN 201610993143 A CN201610993143 A CN 201610993143A CN 106436893 A CN106436893 A CN 106436893A
Authority
CN
China
Prior art keywords
prefabricated
fully
construction
reserved
grouting
Prior art date
Application number
CN201610993143.6A
Other languages
Chinese (zh)
Inventor
王海军
申文君
杨伦合
郭勇凯
刘玉超
刘红喜
王辉
李小梅
马继红
Original Assignee
鹤壁东江建筑工业科技有限公司
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by 鹤壁东江建筑工业科技有限公司 filed Critical 鹤壁东江建筑工业科技有限公司
Priority to CN201610993143.6A priority Critical patent/CN106436893A/en
Publication of CN106436893A publication Critical patent/CN106436893A/en

Links

Classifications

    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04BGENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04BGENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/38Connections for building structures in general
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04BGENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/38Connections for building structures in general
    • E04B1/58Connections for building structures in general of bar-shaped building elements
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04GSCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G21/00Preparing, conveying, or working-up building materials or building elements in situ; Other devices or measures for constructional work

Abstract

The invention belongs to the technical field of building construction and in particular relates to a fully-prefabricated structure and a construction method thereof. The fully-prefabricated structure comprises a top plate, peripheral wall boards and base plate concrete precast members, wherein an assembly clearance joint is preserved between every two adjacent concrete prefabricated members; joints connected with the concrete prefabricated members in parallel adopt L-shaped stagger-jointed lapping; in addition, the prefabricated wall panels are connected by embedded split bolts or connected by grouting and casting of reserved steel bars and matched holes; vertical joints between the prefabricated wall panels and the top plate and the base plate adopt grouting and casting connection through the reserved steel bars and the matched holes; water-expandable rubber water-stop strips are arranged in the reserved assembly clearance joints and are grouted with cement-based grouting materials; sealants are arranged on openings in two sides of the reserved assembly clearance joints. The fully-prefabricated structure and the construction method thereof disclosed by the invention have the advantages that the construction speed is high, the quality is easy to control, and materials such as a template scaffold are saved; the members are good in appearance quality and durability; field wet operation is reduced, so that environment friendliness is facilitated; the fully-prefabricated structure and the construction method thereof are suitable for construction of single-storey assembled buildings and multi-storey assembled buildings having no seismic requirements.

Description

A kind of fully-prefabricated assembled structure and its construction method
Technical field
The invention belongs to technical field of building construction, more particularly to a kind of fully-prefabricated assembled structure and its construction party Method is it is adaptable to the multilamellar of monolayer assembling building and no shockproof requirements assembles the construction of building.
Background technology
Traditional monolayer and tier building major part adopt brick mix structure, after the completion of brick mix structure construction, need to carry out again Plaster, the construction of the operation such as heat-insulation layer.Scene is long in time limit, and season and weather are affected very greatly, and construction quality is difficult to control to, coat of plaster Often occur with common quality defects such as heat-insulation layer hollowing, cracks, uneven settlement of foundation even also can cause wall crazing, impact knot Structure safety.
If building adopts cast-in-place structural, Site Template scaffold large usage quantity, and cast-in-place concrete presentation quality to be difficult to control , often the common quality defects such as honeycomb, pitted skin, hollowing, leakage muscle, after the completion of concreting, needs to carry out again plastering, is incubated in system The construction of the operations such as layer.Scene is long in time limit, and season and weather are affected very big.
If building is using traditional fabricated construction(Partial precast+partly cast-in-place)Pattern, Site Template consumption is less, but The part mass of poured in place concrete is difficult to control to, and the common quality defects such as honeycomb, pitted skin, hollowing, leakage muscle often, and exterior wall connects At seam, waterproof effect is poor, and seam crossing is difficult to ensure that the flatness of metope, needs to carry out process of plastering again.Because scene remain a need for into The pouring and maintenance of row concrete, so the duration is still longer, season and weather are affected larger.
Content of the invention
The technical problem to be solved in the present invention is exactly to overcome above-mentioned the deficiencies in the prior art, and provides one kind meeting structure Safely with using on the basis of function, construction speed is fast, quality is easily controllable, save material, the component outward appearances such as template scaffold Quality is good, good endurance, and reduces situ wet operation, environmentally friendly fully-prefabricated assembled structure and its construction method.
For solving above-mentioned technical problem, the technical solution used in the present invention is:
Design a kind of fully-prefabricated assembled structure, including concrete prefabricated element, wherein concrete prefabricated element has top board, surrounding Wallboard and base plate;It is reserved with the fit-up gap seam of certain size between adjacent concrete prefabricated components, wherein concrete prefabricated The seam crossing that member parallel connects overlaps for the L-type fissure of displacement, and is connected by pre-buried split bolt between prefabricated panel or adopt Reserved steel bar and the hole grouting being adapted pour connection, are reserved steel at the vertical joint between prefabricated panel and top board and base plate Muscle and the hole grouting being adapted pour connection;It is provided with chance in institute's reserved fit-up gap seam between adjacent concrete prefabricated components Water-expansible rubber sealing rod, and it is perfused with strength cement-based grouting material, reserved fit-up gap seam both sides port is provided with sealing Glue.
Preferably, in above-mentioned fully-prefabricated assembled structure, described concrete prefabricated element is parallel to be connected and includes dry wall The connection of plate corner;If any one of prefabricated panel, top board and base plate or any two or three's is whole, at least by Two pieces are spliced, and this parallel connection also includes the connection between contiguous concatenation block.
Preferably, in above-mentioned fully-prefabricated assembled structure, the reserved fit-up gap of institute between adjacent concrete prefabricated components Joint size is 10mm.
Preferably, in above-mentioned fully-prefabricated assembled structure, in prefabricated panel, top board and base plate, it is provided with battenboard insulation Layer.
Preferably, in above-mentioned fully-prefabricated assembled structure, the seam crossing between adjacent concrete prefabricated components is matsurface.
Preferably, in above-mentioned fully-prefabricated assembled structure, prefabricated in the seam areas between adjacent concrete prefabricated components There is additional longitudinal reinforcement, form sleeper or beam steel.
Preferably, in above-mentioned fully-prefabricated assembled structure, the nut position connecting in pre-buried split bolt is provided with phase The steel plate washer of adaptation.
In addition, the present invention also provides the construction method of a kind of as above arbitrary described fully-prefabricated assembled structure, first pre- Component L-type interface position processed fixes water-swelling rubber water bar, lifts base plate, wallboard and top successively further according to arrangement and method for construction Plate, is reserved with the fit-up gap of certain size between component and component;After being fixed with split bolt between body of wall, first inside and outside two Side seams beat concrete special seal gum, then from top cement injection base grouting material, so that two neighboring prefabricated components is formed whole Body structure;Body of wall and base plate seam first play outer side seal glue, then from indoor cement injection base grouting material, finally play indoor side seal Glue;The seam of body of wall and top board first plays both sides sealing glue, then cement injection base grouting material from the reserved steel bar hole of top board.
Preferably, in the construction method of above-mentioned fully-prefabricated assembled structure, between described component and component, reserve 10mm Fit-up gap.
The beneficial effect of technical solution of the present invention is:
1st, in structure, adopt L-type fissure of displacement overlap joint or reserved steel bar grouting to connect at component seam, and cooperation is to drawing spiral shell Tether and connect, adopt " concrete special seal gum+water-swelling rubber water bar+strength cement-based grouting material+concrete Special seal The connected mode closure fit-up gap of glue ", on the basis of meeting structure safety and using function, solves on-site concrete wet The problem of operation, it is to avoid the season and weather impact to site operation, has that construction speed is fast, quality is easily controllable, saves The materials such as template scaffold, component presentation quality are good, good endurance, and the features such as reduce situ wet operation, be conducive to environmental protection.
2nd, in structure, using full precast concrete, finished product member flatness, dimensional discrepancy very little, save the later stage Wall plastering operation, saves material and artificial;Concrete curing is not affected by weather, temperature, the reduction of erection time, saves the teletostage Maintenance measure expense;Construction worker is specialized, and quality is guaranteed.Material processing machine:Steel bar meter is quality controllable.
3rd, in structure, body of wall, top board and base plate are all using " sandwich " battenboard heat-insulation layer, concrete and heat-insulation layer shape Become structure overall, decrease the operation of the secondary construction of heat-insulation layer, save the duration, and avoid heat-insulation layer and easily ftracture, come off Deng common quality defect, ensure that the energy-saving effect of machine room simultaneously.
4th, to sum up, the full assembling in the present invention fully-prefabricated assembled structure scene construction, element precast rate 100%, it is to avoid scene is mixed The operation of solidifying soil, improves site operation speed.Construction period is not subject to seasonal effect substantially, " from scratch ", whole computer room structure Whole installation in one day.
Brief description
Below in conjunction with the accompanying drawings the specific embodiment of the present invention is described in further detail, wherein:
Fig. 1 is the structural representation of the fully-prefabricated assembled constructive embodiment of the present invention one(Express for convenience of clear, eliminate top Plate);
Fig. 2 is the A-A cross section structure diagram shown in Fig. 1;
Fig. 3 is the B-B cross section structure diagram shown in Fig. 1;
Fig. 4 is the attachment structure schematic diagram of wallboard stitching portion of the present invention;
Fig. 5 is the attachment structure schematic diagram of corner of wallboards of the present invention;
Fig. 6 is the attachment structure schematic diagram of wallboard of the present invention and top board and back plate connections;
Fig. 7 is the attachment structure schematic diagram of top board stitching portion of the present invention;
In figure sequence number:1st, top board, 2, wallboard, 3, base plate, 4, split bolt, 5, water-swelling rubber water bar, 6, cement based fills Slurry, 7, fluid sealant, 8, reserved steel bar, 9, poured grouting material in hole, 10, additional longitudinal reinforcement, 11, steel plate washer, 12, press from both sides Central layer heat-insulation layer(Polyurethane thermal insulation board).
Specific embodiment
The specific embodiment of the present invention to be described with reference to the accompanying drawings and examples, but following examples are used only in detail Describe the bright present invention in detail, and limit the scope of the present invention never in any form, involved instrument element is such as in the examples below No illustrate, be conventional instrument element.
Embodiment one:(The present embodiment illustrates taking monolayer machine room as a example)
Referring to Fig. 1-3, in figure, the fully-prefabricated assembled structure of the present invention, it is made up of 12 blocks of prefabricated components, push up including two pieces Plate 2, two pieces of base plates 3 of 1, eight blocks of wallboards, each prefabricated components have bolt, steel plate washer, suspension ring, drip by layout design set aside pre-embedded Deng.Wherein surrounding prefabricated panel, top board and base plate are spliced by two pieces respectively.Pre- between the component of this assembling structure and component Leave the fit-up gap of 10mm.Assembly connection between each component includes the parallel connection of concrete prefabricated element and prefabricated panel and top Connection at vertical joint between plate and base plate.The wherein parallel connection of concrete prefabricated element refers to prefabricated panel, top board and base plate Connection between interior contiguous concatenation block, and the seam connection of prefabricated panel corner.
Concrete component adopts prefabrication, finished product member flatness, dimensional discrepancy very little, saves later stage wall plastering work Sequence, saves material and artificial;Concrete curing is not affected by weather, temperature, the reduction of erection time, saves teletostage maintenance measure and takes With;Construction worker is specialized, and quality is guaranteed.And material processing machine, steel bar meter is quality controllable.
Referring to Fig. 4, in figure, the assembled seam crossing between two pieces of prefabricated panel adopts the L-type fissure of displacement to overlap, and adopts between wallboard Split bolt 4 connects, and adopts " concrete special seal gum+water-swelling rubber water bar+strength cement-based grouting material+mixed successively The connected mode closure fit-up gap of solidifying soil special seal gum ".It is provided with hydro-expansive rubber in institute's reserved fit-up gap seam Sealing rod 5, and it is perfused with strength cement-based grouting material 6, reserved fit-up gap seam both sides port is provided with fluid sealant 7.
Referring to Fig. 5, in figure, the assembled seam crossing of prefabricated panel corner adopts the L-type fissure of displacement to overlap, and adopts between wallboard Split bolt 4 connects, and adopts " concrete special seal gum+water-swelling rubber water bar+strength cement-based grouting material+mixed successively The connected mode closure fit-up gap of solidifying soil special seal gum ".It is provided with hydro-expansive rubber in institute's reserved fit-up gap seam Sealing rod 5, and it is perfused with strength cement-based grouting material 6, reserved fit-up gap seam both sides port is provided with fluid sealant 7.
Referring to Fig. 6, in figure, prefabricated panel with the vertical joint of top board and base plate using reserved steel bar 8 and be adapted In hole, poured grouting material 9 connects, and adopts " concrete special seal gum+water-swelling rubber water bar+cement-based grout The connected mode closure fit-up gap of material+concrete special seal gum ".It is provided with water-swellable in institute's reserved fit-up gap seam Rubber water-proof bar 5, and it is perfused with strength cement-based grouting material 6, reserved fit-up gap seam both sides port is provided with fluid sealant 7.
Referring to Fig. 7, in figure, the assembled seam crossing between prefabricated top board splicing block adopts the L-type fissure of displacement to overlap, top board splicing block Between using reserved steel bar 8 and in the hole that is adapted poured grouting material 9 connect, and adopt successively " concrete special seal gum+ The connected mode closure fit-up gap of water-swelling rubber water bar+strength cement-based grouting material+concrete special seal gum ".I.e. institute It is provided with water-swelling rubber water bar 5 in the seam of reserved fit-up gap, and is perfused with strength cement-based grouting material 6, reserved assembling Gapped seam both sides port is provided with fluid sealant 7, and the gradient of roofing is 2%, looks for slope from centre toward both sides, wherein roofing is in coagulation SBS waterproof roll and its extra play can be equipped with soil structure layer.
Adopt L-type fissure of displacement overlap joint or reserved steel bar grouting to connect at component seam, and cooperation split bolt connect, Connection using " concrete special seal gum+water-swelling rubber water bar+strength cement-based grouting material+concrete special seal gum " Mode blocks fit-up gap, ensure that structure stress is reliable, construction speed is fast, quality is easily controllable, and component outward appearance matter Measure, good endurance, decrease situ wet operation, be conducive to environmental protection.
Above-mentioned prefabricated components are matsurface it is ensured that the combination of prefabricated components and strength cement-based grouting material in seam crossing. Strength cement-based grouting material have initial flux good, hardening high intensity, volume microdilatancy the features such as, both sides prefabricated components can be made to be formed Integrally, accomplish the thorough ne-leakage of seam crossing, ensure that the globality of structure between two neighboring component simultaneously, meet Aseismic Design Require.
Meanwhile, in the seam areas between adjacent concrete prefabricated components(The i.e. edge of prefabricated panel, top board and base plate Place)It is prefabricated with additional longitudinal reinforcement 10, forms sleeper or beam steel, for local strengthening it is ensured that structure stress is reliable.Pre- The nut position burying split bolt connection is provided with the steel plate washer 11 being adapted, and can prevent concrete local failure.
And, body of wall, top board and base plate are all using " sandwich " battenboard heat-insulation layer 12(Polyurethane heat-insulation can be adopted Plate), it is overall that concrete and heat-insulation layer form structure, decreases the operation of the secondary construction of heat-insulation layer, saves the duration, and avoids Heat-insulation layer such as easily ftractures, comes off at the common quality defect, ensure that the energy-saving effect of machine room simultaneously.
To sum up, this fully-prefabricated assembled structure, on the basis of meeting structure safety and using function, solves scene mixed The problem of solidifying soil wet trade, it is to avoid the season and weather impact to site operation, has that construction speed is fast, quality is easy to control The materials such as system, saving template scaffold, component presentation quality are good, good endurance, and reduce situ wet operation, are conducive to environmental protection The features such as.
Embodiment two:
The present invention also provides a kind of construction method of the fully-prefabricated assembled structure as described in embodiment one, and wherein prefabricated components exist Pour in factory, maintenance completes, after meeting lifting intensity requirement, prefabricated components are transported and carries out assembling construction to scene, specifically Work progress is:First fix water-swelling rubber water bar in prefabricated components L-type interface position, hang successively further according to arrangement and method for construction Dress base plate, wallboard and top board, are reserved with the fit-up gap of 10mm between component and component;Fixed with split bolt between body of wall Afterwards, first inside and outside seam crossing beat concrete special seal gum, then from top cement injection base grouting material, make two neighboring pre- Component processed forms overall structure;Body of wall and base plate seam first play outer side seal glue, then from indoor cement injection base grouting material, finally Break indoor fluid sealant;The seam of body of wall and top board first plays both sides sealing glue, then irrigates from the reserved steel bar hole of top board Strength cement-based grouting material.
Scene full assembling construction, element precast rate 100%, it is to avoid on-site concrete operation, improve site operation speed. Construction period is not subject to seasonal effect substantially, " from scratch ", the whole installation in a day of whole computer room structure.
Above in conjunction with drawings and Examples, the present invention is described in detail, but, those of skill in the art Member is it is understood that on the premise of without departing from present inventive concept, can also carry out to each design parameter in above-described embodiment Change, forms multiple specific embodiments, is the common excursion of the present invention, here no longer describes in detail one by one.

Claims (9)

1. a kind of fully-prefabricated assembled structure, is characterized in that:Including concrete prefabricated element, wherein concrete prefabricated element has top Plate, surrounding wallboard and base plate;It is reserved with the fit-up gap seam of certain size, wherein coagulation between adjacent concrete prefabricated components The parallel connected seam crossing of native prefabricated components is L-type fissure of displacement overlap joint, and connected by pre-buried split bolt between prefabricated panel or Person using reserved steel bar and be adapted hole grouting pour connection, at the vertical joint between prefabricated panel and top board and base plate be Reserved steel bar and the hole grouting being adapted pour connection;In institute's reserved fit-up gap seam between adjacent concrete prefabricated components It is provided with water-swelling rubber water bar, and is perfused with strength cement-based grouting material, reserved fit-up gap seam both sides port sets There is fluid sealant.
2. fully-prefabricated assembled structure according to claim 1, is characterized in that:The parallel connection of described concrete prefabricated element Connection including prefabricated panel corner;If any one of prefabricated panel, top board and base plate or any two or three's All, at least it is spliced by two pieces, this parallel connection also includes the connection between contiguous concatenation block.
3. fully-prefabricated assembled structure according to claim 1, is characterized in that:Between adjacent concrete prefabricated components, institute is pre- Fit-up gap joint size is stayed to be 10mm.
4. fully-prefabricated assembled structure according to claim 1, is characterized in that:It is provided with prefabricated panel, top board and base plate Battenboard heat-insulation layer.
5. fully-prefabricated assembled structure according to claim 1, is characterized in that:Seam between adjacent concrete prefabricated components Locate as matsurface.
6. fully-prefabricated assembled structure according to claim 1, is characterized in that:Seam between adjacent concrete prefabricated components It is prefabricated with additional longitudinal reinforcement in position, form sleeper or beam steel.
7. fully-prefabricated assembled structure according to claim 1, is characterized in that:The nut portions connecting in pre-buried split bolt Position is provided with the steel plate washer being adapted.
8. a kind of construction method of the fully-prefabricated assembled structure described in any one according to claim 1 to 7, is characterized in that:First Prefabricated components L-type interface position fix water-swelling rubber water bar, further according to arrangement and method for construction lift successively base plate, wallboard and Top board, is reserved with the fit-up gap of certain size between component and component;After being fixed with split bolt between body of wall, first inside and outside Two side seams beat concrete special seal gum, then from top cement injection base grouting material, so that two neighboring prefabricated components is formed Overall structure;Body of wall and base plate seam first play outer side seal glue, then from indoor cement injection base grouting material, finally beat indoor close Sealing;The seam of body of wall and top board first plays both sides sealing glue, then cement injection base grouting from the reserved steel bar hole of top board Material.
9. fully-prefabricated assembled structure according to claim 8 and its construction method, is characterized in that:Described component and component Between reserved 10mm fit-up gap.
CN201610993143.6A 2016-11-11 2016-11-11 Fully-prefabricated structure and construction method thereof CN106436893A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201610993143.6A CN106436893A (en) 2016-11-11 2016-11-11 Fully-prefabricated structure and construction method thereof

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201610993143.6A CN106436893A (en) 2016-11-11 2016-11-11 Fully-prefabricated structure and construction method thereof

Publications (1)

Publication Number Publication Date
CN106436893A true CN106436893A (en) 2017-02-22

Family

ID=58207045

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201610993143.6A CN106436893A (en) 2016-11-11 2016-11-11 Fully-prefabricated structure and construction method thereof

Country Status (1)

Country Link
CN (1) CN106436893A (en)

Cited By (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN108104162A (en) * 2018-01-09 2018-06-01 上海应用技术大学 A kind of fully-prefabricated assembled Metro Station Structure of water proof type
CN108374506A (en) * 2018-05-04 2018-08-07 中清大装配式建筑有限公司 Assembled vertically splices frivolous template and its construction method
CN109339256A (en) * 2018-09-30 2019-02-15 恒城建设科技有限公司 Assembled architecture seals waterproof technology
CN109914815A (en) * 2019-02-28 2019-06-21 常熟建工建设集团有限公司 A kind of construction method of anti-wall seam infiltration
CN110565682A (en) * 2019-09-16 2019-12-13 南京电力设计研究院有限公司 ring main unit prefabricated foundation module segmentation method and installation connection method thereof
CN110629789A (en) * 2019-09-23 2019-12-31 中国一冶集团有限公司 Assembled wallboard quick joint for underground engineering and construction method thereof
CN111255095A (en) * 2020-02-10 2020-06-09 湖南省西城建设有限公司 Assembly type building wallboard and floor connecting structure and construction process thereof

Citations (10)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN2739270Y (en) * 2004-10-19 2005-11-09 许开宗 Light partition plate with anti-cracking overlap mouthpiece
CN101363244A (en) * 2008-09-05 2009-02-11 济南市住宅产业化发展中心 Inner wall board system and mounting method thereof
CN101806095A (en) * 2010-03-15 2010-08-18 中山市快而居房屋预制件有限公司 Full-fabricated assembly overall reinforced concrete house and building method thereof
CN101818527A (en) * 2010-06-04 2010-09-01 北京万科企业有限公司 Assembled integral shear wall structure system and construction method thereof
CN101818539A (en) * 2010-06-04 2010-09-01 北京万科企业有限公司 Assembled integral building and construction method thereof
CN102535738A (en) * 2012-02-14 2012-07-04 黄昆 Prefabricated house wallboards, fully prefabricated house using wallboards, and installation method for fully prefabricated house
CN103061407A (en) * 2012-12-15 2013-04-24 黄昆 Prefabricated house building and building method thereof
CN203080796U (en) * 2013-02-20 2013-07-24 杜新智 Reinforced concrete sandwich thermal insulating wallboard of prefabricated house
CN103628620A (en) * 2013-12-13 2014-03-12 孙继林 External wall panel for building, assembled external wall panel for building, and construction method of assembled external wall panel
CN206220238U (en) * 2016-11-11 2017-06-06 鹤壁东江建筑工业科技有限公司 Fully-prefabricated assembled structure

Patent Citations (10)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN2739270Y (en) * 2004-10-19 2005-11-09 许开宗 Light partition plate with anti-cracking overlap mouthpiece
CN101363244A (en) * 2008-09-05 2009-02-11 济南市住宅产业化发展中心 Inner wall board system and mounting method thereof
CN101806095A (en) * 2010-03-15 2010-08-18 中山市快而居房屋预制件有限公司 Full-fabricated assembly overall reinforced concrete house and building method thereof
CN101818527A (en) * 2010-06-04 2010-09-01 北京万科企业有限公司 Assembled integral shear wall structure system and construction method thereof
CN101818539A (en) * 2010-06-04 2010-09-01 北京万科企业有限公司 Assembled integral building and construction method thereof
CN102535738A (en) * 2012-02-14 2012-07-04 黄昆 Prefabricated house wallboards, fully prefabricated house using wallboards, and installation method for fully prefabricated house
CN103061407A (en) * 2012-12-15 2013-04-24 黄昆 Prefabricated house building and building method thereof
CN203080796U (en) * 2013-02-20 2013-07-24 杜新智 Reinforced concrete sandwich thermal insulating wallboard of prefabricated house
CN103628620A (en) * 2013-12-13 2014-03-12 孙继林 External wall panel for building, assembled external wall panel for building, and construction method of assembled external wall panel
CN206220238U (en) * 2016-11-11 2017-06-06 鹤壁东江建筑工业科技有限公司 Fully-prefabricated assembled structure

Cited By (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN108104162A (en) * 2018-01-09 2018-06-01 上海应用技术大学 A kind of fully-prefabricated assembled Metro Station Structure of water proof type
CN108374506A (en) * 2018-05-04 2018-08-07 中清大装配式建筑有限公司 Assembled vertically splices frivolous template and its construction method
CN109339256A (en) * 2018-09-30 2019-02-15 恒城建设科技有限公司 Assembled architecture seals waterproof technology
CN109914815A (en) * 2019-02-28 2019-06-21 常熟建工建设集团有限公司 A kind of construction method of anti-wall seam infiltration
CN110565682A (en) * 2019-09-16 2019-12-13 南京电力设计研究院有限公司 ring main unit prefabricated foundation module segmentation method and installation connection method thereof
CN110629789A (en) * 2019-09-23 2019-12-31 中国一冶集团有限公司 Assembled wallboard quick joint for underground engineering and construction method thereof
CN111255095A (en) * 2020-02-10 2020-06-09 湖南省西城建设有限公司 Assembly type building wallboard and floor connecting structure and construction process thereof

Similar Documents

Publication Publication Date Title
CN101818539B (en) Assembled integral building and construction method thereof
CN201687125U (en) Precast concrete wallboard
CN101818527B (en) Assembled integral shear wall structure system and construction method thereof
US20020059763A1 (en) Pre-fabricated bathroom
CN101831985B (en) Precast concrete wallboard and preparation method thereof
CN103374986B (en) A kind of multifunction combined light weight concrete construction curtain wall and preparation method thereof
CN103883026B (en) The construction method of the cast-in-situ thermal-insulated composite outer wall system of green energy conservation
CN103821276B (en) A kind of assembled, modular architectural system
CN101818541B (en) Precast composite wallboard with door/window holes and manufacturing method thereof
CN201738600U (en) Assembled integrated type building
CN106013811B (en) A kind of installation method of assembled architecture
CN104314204A (en) Non-form stripping lightweight internal partition board and overall grouting construction method thereof
CN101831986B (en) Precast composite outer insulated wall plate and manufacturing method thereof
CN104358341B (en) Building brickwork and masonry construction method of building brickwork
CN102116061B (en) Masonry construction method for filling wall core pillar, core girder and building blocks into framework structure
CN103711238B (en) Assembled ring muscle fastens and is anchored concrete shear wall structure system
CN102535846B (en) One-step forming construction process for integrally pouring housing construction
CN103216024A (en) Self-heat-preservation mortar-free block masonry shear wall system and construction method thereof
CN100396860C (en) Concrete building combined with heat insulating framework and its construction method
CN103410317A (en) Construction method for site assembly and casting integral wall body by adopting wall body prefabricated part
CN201687102U (en) Assembled integral type shear wall structure system
CN101368428B (en) Prefabricated component house and its construction method
CN101967851A (en) Board-mixing structure assembly type house and building method thereof
CN206438599U (en) A kind of low multilayer assembled heat insulation energy saving building
US20190257094A1 (en) Building based on large-space structure and freestanding external envelope as well as construction method

Legal Events

Date Code Title Description
PB01 Publication
C06 Publication
SE01 Entry into force of request for substantive examination
C10 Entry into substantive examination
RJ01 Rejection of invention patent application after publication

Application publication date: 20170222

RJ01 Rejection of invention patent application after publication