CN106193369B - Brick mixes integrated wall, the connection method of engineering prefabricated component, integrated building construction method - Google Patents
Brick mixes integrated wall, the connection method of engineering prefabricated component, integrated building construction method Download PDFInfo
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- CN106193369B CN106193369B CN201610660513.4A CN201610660513A CN106193369B CN 106193369 B CN106193369 B CN 106193369B CN 201610660513 A CN201610660513 A CN 201610660513A CN 106193369 B CN106193369 B CN 106193369B
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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
- E04B2/02—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls built-up from layers of building elements
- E04B2/04—Walls having neither cavities between, nor in, the solid elements
- E04B2/06—Walls having neither cavities between, nor in, the solid elements using elements having specially-designed means for stabilising the position
- E04B2/08—Walls having neither cavities between, nor in, the solid elements using elements having specially-designed means for stabilising the position by interlocking of projections or inserts with indentations, e.g. of tongues, grooves, dovetails
-
- 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
- E04B2/02—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls built-up from layers of building elements
- E04B2/04—Walls having neither cavities between, nor in, the solid elements
- E04B2/06—Walls having neither cavities between, nor in, the solid elements using elements having specially-designed means for stabilising the position
- E04B2/10—Walls having neither cavities between, nor in, the solid elements using elements having specially-designed means for stabilising the position by filling material with or without reinforcements in small channels in, or in grooves between, the elements
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- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Joining Of Building Structures In Genera (AREA)
- Conveying And Assembling Of Building Elements In Situ (AREA)
- Load-Bearing And Curtain Walls (AREA)
Abstract
The present invention proposes that a kind of brick that can be quickly connected in plant produced, construction site mixes integrated wall, and propose a kind of engineering prefabricated component connection method, the techniques such as alternative existing welding, riveting or screw connection under certain occasion, available for integrated building technical field of construction or Other Engineering construction field.A kind of brick completed in factory-assembled of present invention design mixes integrated wall, and considers the problems such as how rationally designing door and window in actual use, while solve the installation connectivity problem of wall at the construction field (site)；Pass through the standardization of wall size, specifications parameter, building element uniform data simultaneously builds library management, according to basic architecture plan view, so that it may calculate out the type and quantity of required Modular building component, it places an order to factory process, science, high efficiency so as to fulfill architectural process management；A kind of business model of client's autonomous Design building can be developed.
Description
Technical field
The present invention relates to Construction Technology field, more particularly to integral building element and technical field of construction, specially
A kind of brick mixes integrated wall and its connecting elements, the method for connecting their method and integrated building being made of them.
Background technology
Traditional reinforced concrete building placing concrete at the construction field (site), due to needing that concrete is conserved, makes
It is longer to obtain the construction period.Integrated form building mostly using after steel construction prefabricated components, carries out handling installation to construction site, does so
It can effectively shorten the construction period.But since steel structure member Joining Technology is more demanding, the requirement of construction is improved, increases difficulty
Degree, and steel construction has the shortcomings that fire protecting performance is poor.The mixing building of traditional brick is generally received, if it is possible to realize work by people
The prefabricated all important composition components of factory, and if construction site can quickly connect these components, this architectural construction technology
With very wide market.
In addition, current integrated building product unification phenomenon is serious, the development of the industry is constrained, proposes a kind of can be achieved
The integrated building pattern of free splicing, accords with the demands of the market.
Invention content
The purpose of the present invention：
It is proposed that a kind of brick that installation can be quickly connected in plant produced, construction site mixes integrated wall, and propose a kind of work
Journey prefabricated component connection method, the techniques such as alternative existing welding, riveting or screw connection under certain occasion, available for integrating
Technical field of building construction or Other Engineering construction field, and its method is flexible, free, changeable.
Technical scheme of the present invention, core concept are by the way that into connecting hole, two engineering prefabricated components of insertion are reserved
Connect metal position（Typically reinforcing bar）, then pour binding agent（Refer in particular to concrete）Two engineering prefabricated components are connected, specifically
Technology contents and advantageous effect include：
1st, wall body brick of the design with connecting hole passes through the connecting hole of wall body brick using reinforcing bar, will up and down when arranging brick
Two rows of bricks are staggeredly placed, and to enhance the shear behavior of wall, binding agent is then poured into connecting hole（Concrete）, realize wall
The connection of brick while keep brick wall body performance the advantages of, reduces the loaded down with trivial details property for action of building a wall, by the way that entire row brick is carried out
Arrangement and placement are, it can be achieved that factory automation produces；Compare existing technical literature《A kind of concrete hollow block reinforced wall construction
Work
Skill》（CN2013103402115）Formed in wall, this formed wall method, the center of upper and lower brick
Hole and side
Side half bore is alternately present, and has that neat, beautiful, intensity is good and flows down convenient for concrete along hole（Side half bore is seamed
Gap）'s
Advantage, stringent neat arrangement mode, it is ensured that it can carry out factory automation production；
2nd, in prefabricated base foundation, there is specific connection metal position（Reinforcing bar）, the connecting hole of wall body brick is inserted in steel
Muscle, then binding agent is poured into connecting hole（Concrete）, the duckpin of concrete and rebar combination shape dispersion in a row, enhancing wall
The load-bearing property of body；And there are one the beam type agent structure of bearing wall brick, after wall body brick is connected to above beam type main body, formed
The brick of Liftable mixes integrated wall；Compare existing technical literature《A kind of concrete hollow block reinforced wall construction technology》
（CN2013103402115）Formed in wall, the wall described in this due to the addition of base foundation, is
It can be whole
Body lifting；
3rd, consider the problems of architectural establishment door and window, corresponding connection metal position is set in prefabricated base foundation（Steel
Muscle）, door and window conversion connecting elements is redesigned, reinforcing bar is inserted in by setting connecting hole on component, and by connecting hole, uses wall
Door and window setting is completed in the installation of fixing component above and below brick；Can not also add in door and window conversion connecting elements, and make on wall formed compared with
The big structure that punches, marginal portion form load-bearing pillar；Compare existing PC（Precast concrete）Plate needs first molding to make door and window knot
Structure,
This method retains the free form that tradition uses brick wall body, and the design of door and window is easily achieved；
4th, consider wall carrying out plane and vertical connection, to form building, when forming wall, retain plane and vertically
Reinforcing bar is connected, for the standard connector of different connections, standard connector is the metal tube being welded as a whole for design（Steel
Pipe, can also be used steel plate sometimes）, steel pipe is inserted in connection reinforcing bar by construction site, and placing concrete is, it can be achieved that between more wall bodies
Connection, so as to form building main body, construction method is simple, craft precision requirement it is relatively not high；It is filled with existing reinforced bar sleeve
Slurry connects
Connection technology（Professional standard《Reinforced bar sleeve grouting connection application technology regulation》（JGJ355-2015））It compares, this skill
Art first makes
With free connecting, the globality after further being connected using the connecting tube of reinforcing bar and connector, all connections
Pipe by welding,
A building general frame is actually become after grouting connection；
5th, wall size, specifications parameter standardization, building element uniform data simultaneously builds library management, according to basic architecture plane
Figure, so that it may calculate out the type and quantity of required Modular building component, place an order to factory process, so as to fulfill architectural process
Science, the high efficiency of management；The content of this actually needs some softwares to assist realizing, but its calculation process is this
Invention
Intrinsic technical advantage；
6th, different house types can be assembled by the wall of standardization, is selected so as to have integrated building for user
It selects or even the house type of autonomous Design, a kind of business model can be developed, client is spliced into different rooms according to existing Wall model
Type can meet the requirement of client's autonomous Design building.
Explanation：This part only touches briefly on the essentials to invention content the explanation of formula, and detailed discussion sees specific embodiment
Part.
Description of the drawings
Fig. 1 wall body bricks are overlooked and oblique axonometric schematic diagram；
1-a）Circular hole wall body brick, 1-b）Square hole wall body brick, 1-c）Quoin brick, 1-1）Centre bore, 1-2）Side half bore.
Fig. 2 base foundations are faced and elevational schematic view；
2-a）Concrete base basis, 2-b）Steel construction base foundation, 2-1）Beam type main body, 2-2）Bottom mounting groove
（Hole）, 2-3）Top connects reinforcing bar, 2-4）Bottom connects reinforcing bar.
Fig. 3 bricks mix integrated wall isometric view；
3-a）A class walls, 3-b）B class walls, 3-1）Vertical connection reinforcing bar, 3-2）Plane connects reinforcing bar；
Fig. 4 bricks mix integrated wall connection method schematic diagram；
①）Placing concrete, 4-a）A classes wall part, 4-b）B classes wall part, 4-1）Concrete casting hole, 4-2）It is wrong
The brickwork joint of position.
Fig. 5 door and windows convert connecting elements structure diagram；
5-a）Kissing gate beam, 5-b）Door beam with door eaves, 5-c）Narrow window beam, 5-d）Window beam with window hood, 5-1）Conversion beam, 5-
2）Upper supplementary connects reinforcing bar, 5-3）Connecting hole.
Fig. 6 enablings wall body structure and step schematic diagram；
Fig. 7 windowing wall schematic diagrames.
The oblique axonometric schematic diagram of the vertical connecting tubes of Fig. 8；
8-1）Joint steel pipe, 8-2）Connect reinforcing bar.
Fig. 9 plane connecting tube isometrics and schematic top plan view；
9-a）One shape connecting tube, 9-b）--- shape connecting tube, 9-c）L-shaped connecting tube, 9-d）T shape connecting tubes, 9-1）Connection
Reinforcing bar, 9-2）Joint steel pipe, 9-3）Air hole.
The oblique axonometric schematic diagram of Figure 10 planar attachment plates；
10-a）- shape connecting plate, 10-b）--- shape connecting plate, 10-c）L-shaped connecting plate, 10-d）T shape connecting plates, 10-1）
Connecting hole, 10-2）Junction steel plate.
Figure 11 walls vertically connect isometric and schematic elevation view.
One type plane of Figure 12 walls connects isometric and schematic top plan view；
Figure 13 wall L-types plane connects isometric and schematic top plan view；
Figure 14 wall T1 types plane connects isometric and schematic top plan view；
Figure 15 wall T2 types plane connects isometric and schematic top plan view；
Figure 16 wall X-types plane connects isometric and schematic top plan view.
Figure 17 engineering prefabricated component connection method schematic diagrames；
17-a）Step I and II, 17-b）Step III and IV, 17-c）Step V and VI, 17-1）Engineering to be connected is prefabricated
Part, 17-2）Connecting portion, 1.）Placing concrete.
The isometric view of Figure 18 integrated buildings embodiment 1；
The schematic top plan view of Figure 19 integrated buildings embodiment 1.
The isometric view of Figure 20 integrated buildings embodiment 2；
The schematic top plan view of Figure 21 integrated buildings embodiment 2.
2 construction procedure schematic diagram of Figure 22 integrated buildings embodiment；
22-a）Step I and II, 22-b）Step III and IV, 22-c）The close-up schematic view at A positions, 22-d in 22-b）
Step V, 22-e）Step VI, 22-1）Reinforcing bar is connected, 1.）Placing concrete.
The inside connection framework schematic diagram of Figure 23 integrated buildings embodiment 2.
Explanation：More than figure number also refers to object represented in figure in itself, and connecting elements described in this specification includes figure
1st, 2,5,8,9,10 and specification style of writing in amplified out by 1,2,5,8,9,10 or made the component of analogy, the brick mixes integrated wall
Including the component amplified out in Fig. 3,6,7 and specification style of writing by 3,6,7, Fig. 4,11,12,13,14,15,16,17,22 are side
Method class schematic diagram.
Statement：Attached drawing is particularly important for understanding the present invention, so displaying in detail as clear as possible has been made in attached drawing part,
However, these displayings are still some embodiments of the present invention, any non-wound that other people make this part attached drawing
The change for the property made should be still fallen within scope of the present invention.
Specific embodiment
Below to being proved in detail described in the Summary of the present invention, i.e. control illustrates the several of the present invention
The example of specific embodiment, in order to it will be understood by those skilled in the art that.
It is several wall body bricks according to the present invention, including circular hole wall body brick 1-a, square hole wall body brick 1-b, wall shown in Fig. 1
Angle brick 1-c, structure feature are to include centre bore 1-1 and side half bore 1-2 in brick body, the size of wall body brick, material and other
Structure feature does not influence the implementation of the present invention, i.e. brick body can be clay brick or cement brick etc., brick laying structure can be only just like
Hole or porous hollow brick shown in figure, as long as retaining structure feature shown in figure, it is possible to implement the present invention.
It is two kinds of base foundations designed by the present invention, including concrete base basis 2-a, steel construction bottom shown in Fig. 2
Basic 2-b, structure feature are the design bottom mounting grooves on beam type main body 2-1（Hole）2-2, reinforcing bar pass through bottom mounting groove
（Hole）2-2 is connected on beam type main body 2-1, top and the bottom stretch out respectively to be formed top connection reinforcing bar 2-3 reinforcing bar 2- is connected with bottom
4, reinforcing bar is fixed by concrete in 2-a, and reinforcing bar is by being welded and fixed in 2-b, the bottom mounting groove in 2-a（Hole）2-2
The effect vertically connected is also acted as, will be seen later, reinforcement installation, but actually can be inclined on beam type main center axis in figure
In side, reinforcing bar more than a row can also be installed.
Shown in Fig. 3 and Fig. 4, the brick that component assembles is painted in Fig. 1 and Fig. 2 mix integrated wall to use, by circular hole wall
Body brick 1-a is inserted in the top connection reinforcing bar 2-3 of concrete base basis 2-a, by centre bore 1-1 and side between the brick body of same row
Lateral opening 1-2 forms concrete casting hole 4-1, and the position for the blind header that is staggered between upper and lower row's brick body forms brickwork joint 4-2 staggeredly,
To strengthen the shear behavior of wall, into concrete casting hole 4-1, placing concrete is 1., you can composition A class walls；
Same method using the component of 1-b and 2-b, can form B class walls, and this combination between component is freely
's；
Placing concrete 1. the step of pouring can be segmented when forming wall, you can it is certain high first to arrange wall body brick
It spends placing concrete 1., is further continued for up arranging wall body brick, then placing concrete is 1., repeatedly, to control the use of concrete
Amount ensures that concrete can flow down along irrigation hole 4-1, after such wall molding, wherein including the reinforced concrete of row dispersion
Earth pillar, is suitble to load-bearing.
Shown in Fig. 5, it is intended to realize the demand opened the door, opened a window on wall for the present invention, and the door and window conversion connection structure designed
Part, structure feature are by conversion beam 5-1, upper supplementary connection reinforcing bar 5-2, and connecting hole 5-3 three parts composition can be divided into conversion
The door beam 5-b of band door eaves of the beam 5-1 with the kissing gate beam 5-a and narrow window beam 5-c of 1 equal in width of wall body brick and with eaves formula position
With the window beam 5-d with window hood；
The door and window conversion connecting elements can be concrete or steel construction, and form is roughly the same with base foundation 2,
The difference is that connecting hole 5-3, connecting hole 5-3 can directly be punched or in coagulation on the conversion beam 5-1 of steel construction
Embedded steel tube, perforated steel plate or among the pre-buried bar-mat reinforcement in portion a hole is stayed on the conversion beam 5-1 of soil directly therein.
Shown in Fig. 6 and Fig. 7, for enabling wall and windowing wall, implementation step is：
ⅰ）A part of reinforcing bar is blocked in base foundation,
ⅱ）Connecting wall brick to suitable height,
ⅲ）Door and window conversion connecting elements is connected,
ⅳ）Connect upper wall body brick；
Wherein, it is that the reinforcing bar of middle section is blocked on the 2-a of concrete base basis shown in Fig. 6（Or natively not
It puts）, then in the position connecting wall brick 1-a for having reinforcing bar, after being connected to the height of door, the door beam 5-b with door eaves is placed, by it
Connecting hole 5-3 is inserted in reinforcing bar, and Men Liang is connected on wall, then continues connecting wall brick 1-a at an upper portion thereof, and door beam is fixed；
Windowing wall shown in Fig. 7, method is also similar, only has changed corresponding component；
If not performing III and IV step, maximum height as shown in Figure 3 directly is connected to using wall body brick 1, then forms tool
There is the larger wall to punch, can be used to form building frame construction, the centre bore 1-1 and lateral orifices 1-2 of wall body brick 1 can be at this time
It is larger, to form the thick pillar of a bit.
Fig. 8, Fig. 9, Figure 10, expressing to mix when integrated wall forms building construction using brick needs several connections used
Component, including：
By joint steel pipe 8-1, the vertical connecting tube 8 of connection reinforcing bar 8-2 compositions；
For the plane connecting tube 9 of plane connection, including-shape connecting tube 9-a, --- shape connecting tube 9-b, L-shaped connecting tube
9-c, T shape connecting tube 9-d, plane connecting tube are made of connection reinforcing bar 9-1, joint steel pipe 9-2, air hole 9-3；
The planar attachment plate 10 that use of plane connecting tube can be replaced, including-shape connecting plate 10-a, --- shape connecting plate
10-b, L-shaped connecting plate 10-c, T shape connecting plate 10-d, the structure feature of planar attachment plate are located at junction steel plate for connecting hole 10-1
On 10-2, cooperation quoin brick 1-c is used when planar attachment plate uses.
It is the vertical connection of wall shown in Figure 11, what wall 3-b upper parts stayed vertically connects reinforcing bar 3-1（Such as Fig. 3
It is shown）, it is inserted in vertical connecting tube 8 on it, the placing concrete into vertical connecting tube 8, then by the bottom of another section of wall 3-b
Portion connection reinforcing bar 2-4 is inserted into vertical connecting tube 8, and two sides wall completes vertical connection.
It is that the "-" type plane of wall connects, two sides wall 3-b is arranged side by side shown in Figure 12（One）When, connected using a shape
Take over 9-a is inserted in plane connection reinforcing bar 3-2（As shown in Figure 3）, then into joint steel pipe 9-2 1. placing concrete, completes connection.
Shown in Figure 13,14,15,16, principle is identical with Figure 12, only according to the quantity of connecting wall and arrangement mode not
Together, different plane connecting tubes is selected；
If used using the 10 substitutive patterns connecting tube 9 of planar attachment plate shown in Figure 10, alternation rule is identical, uses
When, one piece of planar attachment plate 10 is connected using quoin brick 1-c is spaced apart, then placing concrete connection quoin brick 1-c
With planar attachment plate 10.
Shown in Figure 17, illustrate by Figure 11 ~ 16 sum up Lai connection method upperseat concept, which is characterized in that packet
Include following steps：
ⅰ）Using with connecting portion 17-2（Figure includes upper and lower two parts）Engineering prefabricated component 17-1,
ⅱ）Engineering prefabricated component 17-1 is subjected to planar alignment according to certain requirement,
ⅲ）Use plane connecting tube（9-a in such as figure）Engineering prefabricated component 17-1 is attached, and poured in connecting tube
Fill binding agent 1.,
ⅳ）To vertical connecting tube（9-a can play the role of vertically connecting at this moment simultaneously in figure）, pour binding agent 1.,
The lower connecting part position of engineering prefabricated component 17-1 is inserted into connecting tube,
ⅴ）Up continue to execute III）Step,
ⅵ）Up continue to execute IV）Step.
Figure 18, it is the agent structure of a single story building, main member is all aforementioned components, from Figure 19 shown in 19
Corresponding component type can be counted is with quantity：
Table 1
| Component is numbered | Component name | The number of components | |
| 1 | 3-a | A class walls | 4 |
| 2 | 6 | Enabling wall | 3 |
| 3 | 7 | Open a window wall | 3 |
| 4 | 9-a | One shape connecting tube | 5 |
| 5 | 9-b | A long shape connecting tube | 1 |
| 6 | 9-c | L-shaped connecting tube | 1 |
| 7 | 9-d | T shape connecting tubes | 1 |
Figure 20, it is the agent structure of a two floor building, main member is all aforementioned components, from two figures shown in 21
Corresponding component type can be counted is with quantity：
Table 2
| Component is numbered | Component name | The number of components | |
| 1 | 3-a | A class walls | 10 |
| 2 | 6 | Enabling wall | 1 |
| 3 | 7 | Open a window wall | 1 |
| 4 | 9-a | One shape connecting tube | 12 |
| 5 | 8 | Vertical connecting tube | 12 |
It is the work progress built shown in Figure 20 shown in Figure 22, all components press respective standard in factory first in table 2
It produces and completes with quantity, after transporting to construction site, Connection Step is：
ⅰ）Start to connect the first wall body 6 on original ground connection main body 22-1；
ⅱ）On the basis of I step, first layer wall has been connected；
ⅲ）Corresponding connecting tube 8 and 9 is inserted on the lateral connection reinforcing bar and longitudinally connected reinforcing bar of first layer wall；
ⅳ）Using connection reinforcing bar 22-1 welding between connecting tube 8 and 9, and placing concrete is 1. in joint steel pipe；
ⅴ）Connect second layer wall；
ⅵ）Connect second layer connecting tube.
Shown in Figure 23, the inner frame of the building for the connection of Figure 22 the methods, otherwise inner frame passes through bottom base
Plinth or by weld etc. modes be connected as an entirety, reinforcing bar secures position by concrete in steel pipe, so that institute's shape
Into building will not shift, performance is more excellent.
Statement：This part intends to illustrates the key technology innovative point and its preferred embodiment of the present invention, to people's energy
It is enough to understand and realize the present invention, but the whole technologies of the invention to be used are not covered by, but the technology department not elaborated
Belong to techniques known, for the part that those of ordinary skill in the art can be readily apparent that, such as wall body brick can be with
Be hollow brick, base foundation concrete beam-type main body in should there is the steel reinforcement cage tied up, brick to mix integrated wall can to set two rows
Flooring etc. should be installed according to layer in more than wall body brick, floor process of construction, the supplement for these technologies is that do not have creativeness,
It is with comprising within scope of the present invention.
Claims (19)
1. a kind of brick mixes integrated wall, including：
There is a centre bore at wall body brick, the wall body brick center, both sides Yi You sides half bore, and side half bore described in both sides is into corresponding
Relationship, after two pieces of brick arranged adjacents, the side half bore on two pieces of bricks forms a complete hole；
It is characterized in that：
Prefabricated base foundation is further included, the base foundation includes beam type main body and the reinforcing bar being fixed in base foundation,
The reinforcing bar stretches out upwards forms top connection reinforcing bar；
The top connection reinforcing bar is inserted in the hole that the centre bore and its side half bore of the wall body brick are formed, and is then poured into hole
Concrete.
2. wall as described in claim 1, it is characterised in that：The hole that the centre bore and its side half bore of the wall body brick are formed
When being inserted in top connection reinforcing bar, two rows brick is staggered the position of blind header, forms brickwork joint staggeredly.
3. wall as described in claim 1, it is characterised in that：The beam type main body is concrete structure, and the reinforcing bar is pre-buried
In beam type main body；Or be steel construction, the reinforcement welding is in beam type main body.
4. wall as described in claim 1, it is characterised in that：Reinforcing bar described in truncation part forms door or window on wall.
5. wall as claimed in claim 4, it is characterised in that：When forming door or window, using prefabricated door beam or window beam.
6. wall as claimed in claim 5, it is characterised in that：On the door beam or window beam, there is connecting hole, for by door beam
Or window beam is connected on wall；There is upper supplementary to connect reinforcing bar, for continuing connecting wall brick at an upper portion thereof.
7. the wall as described in claim 1 ~ 6 any one, it is characterised in that：Wall flat moulded prefabricated in factory is complete
Into the wall both sides also have plane to connect reinforcing bar, and the reinforcing bar lower part is stretched out to form bottom connection reinforcing bar, the top connection
Reinforcing bar length is more than the height of wall body brick arrangement, forms vertical connection reinforcing bar.
8. a kind of engineering prefabricated component connection method, including at least two sections of engineering prefabricated components and one section of connector, it is characterised in that：
The engineering prefabricated component is the wall described in claim 1 ~ 6 any one, is remained on the wall for interconnection
Reinforcing bar is useful for the hole of connection on the connector, connector is inserted in the reinforcing bar on the corresponding wall, placing concrete
Connection.
9. connection method as claimed in claim 8, it is characterised in that：The connector is does not need to be fixed on the wall in advance
Free connecting on body.
10. connection method as claimed in claim 9, it is characterised in that：The connector, for the vertical of the wall
It is steel pipe corresponding with being used for the reinforcing bar of connection on the wall during connection, steel pipe is inserted directly into described in lower part and is used on wall
The reinforcing bar of connection, then inside placing concrete, finally, is inserted on the wall for the reinforcing bar of connection.
11. connection method as claimed in claim 10, it is characterised in that：The diameter of steel tube for 1 ~ 2 times of bar diameter it
Between.
12. the connection method as described in claim 10 or 11, it is characterised in that：When vertical connection is using more steel pipes, steel
Bar connecting is mutually used between pipe.
13. connection method as claimed in claim 9, it is characterised in that：The connector, in the plane for the wall
During connection, have-shape, --- shape, L-shaped or T shape connecting tubes, correspond to respectively two sections, three sections, three sections, between four sections of walls
Plane connects.
14. connection method as claimed in claim 13, it is characterised in that：Four kinds of connecting tubes, are reserved with thereon
Stomata, to avoid because casing it is long, and prevent the drawbacks of concrete is from pouring.
15. connection method as claimed in claim 9, it is characterised in that：The connector, in the plane for the wall
During connection, have-shape, --- shape, L-shaped or T shape connecting plates, correspond to respectively two sections, three sections, three sections, between four sections of walls
Connection.
16. connection method as claimed in claim 15, it is characterised in that：Connecting plate placement spaced apart,
Between build quoin brick by laying bricks or stones.
17. a kind of integrated building construction method, it is characterised in that：Integrated wall and 8 ~ 16 are mixed using the brick described in claim 7
At least one engineering prefabricated component connection method mixes integrated wall and connector using all bricks of prefabrication, and construction is existing
The method construction that field is attached.
18. construction method as claimed in claim 17, it is characterised in that：According to architectural plane schematic diagram and number of plies requirement, meter
It calculates all connectors used needed for building and brick mixes the quantity of integrated wall, and factory is arranged to produce completion in advance.
19. construction method as claimed in claim 17, it is characterised in that：All connectors use reinforcement welding as one
Body, to form the framework of steel reinforcement of building.
Priority Applications (5)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201810465841.8A CN108425440B (en) | 2016-08-12 | 2016-08-12 | Brick-concrete integrated wall and implementation method thereof |
| CN201810465813.6A CN108661204A (en) | 2016-08-12 | 2016-08-12 | A kind of engineering prefabricated component connection method |
| CN201810465814.0A CN108661205B (en) | 2016-08-12 | 2016-08-12 | Engineering prefabricated member connecting component, connecting method and building main body structure |
| CN201610660513.4A CN106193369B (en) | 2016-08-12 | 2016-08-12 | Brick mixes integrated wall, the connection method of engineering prefabricated component, integrated building construction method |
| PCT/CN2017/096962 WO2018028652A1 (en) | 2016-08-12 | 2017-08-11 | Brick-concrete integrated wall, civil engineering prefabricated member connection method, integrated building construction method |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610660513.4A CN106193369B (en) | 2016-08-12 | 2016-08-12 | Brick mixes integrated wall, the connection method of engineering prefabricated component, integrated building construction method |
Related Child Applications (3)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201810465814.0A Division CN108661205B (en) | 2016-08-12 | 2016-08-12 | Engineering prefabricated member connecting component, connecting method and building main body structure |
| CN201810465813.6A Division CN108661204A (en) | 2016-08-12 | 2016-08-12 | A kind of engineering prefabricated component connection method |
| CN201810465841.8A Division CN108425440B (en) | 2016-08-12 | 2016-08-12 | Brick-concrete integrated wall and implementation method thereof |
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| CN201810465813.6A Pending CN108661204A (en) | 2016-08-12 | 2016-08-12 | A kind of engineering prefabricated component connection method |
| CN201610660513.4A Active CN106193369B (en) | 2016-08-12 | 2016-08-12 | Brick mixes integrated wall, the connection method of engineering prefabricated component, integrated building construction method |
| CN201810465814.0A Active CN108661205B (en) | 2016-08-12 | 2016-08-12 | Engineering prefabricated member connecting component, connecting method and building main body structure |
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| Publication number | Priority date | Publication date | Assignee | Title |
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| CN108425440B (en) * | 2016-08-12 | 2020-07-03 | 陈迎春 | Brick-concrete integrated wall and implementation method thereof |
| CN107268834B (en) * | 2017-08-09 | 2023-03-31 | 广西建工第一建筑工程集团有限公司 | Constructional column-free combined hollow-out bare brick wall and construction method thereof |
| CN108682279A (en) * | 2018-05-29 | 2018-10-19 | 山东省地震局 | A kind of mixed earthquake-resistant building technology model of traditional brick |
| CN112722198A (en) * | 2021-02-19 | 2021-04-30 | 中印恒盛(北京)贸易有限公司 | Novel external cabin structure of boats and ships cavity |
| CN113279516B (en) * | 2021-06-16 | 2022-08-19 | 无锡市市政设施建设工程有限公司 | Reinforced subway prestressed beam and manufacturing method thereof |
| CN113883902A (en) * | 2021-10-12 | 2022-01-04 | 攀钢集团工程技术有限公司 | Method for building refractory bricks of corner furnace wall |
| CN113931344B (en) * | 2021-10-26 | 2023-01-06 | 上海炽盛装饰工程有限公司 | Square brick and building method thereof |
| CN114645971B (en) * | 2022-05-10 | 2023-10-27 | 天元建设集团有限公司 | A assemble top wall fast for push pipe construction |
Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| DE2734262A1 (en) * | 1977-07-29 | 1979-02-08 | Heinz Dipl Ing Borsdorf | Prefabricated brick external building wall - has flat metal reinforcement embedded in horizontal joints |
| CN201224941Y (en) * | 2008-06-20 | 2009-04-22 | 上海德滨机械设备科技有限公司 | Environment protection type structure thermal insulation concrete building block, masonry and anti-vibration residential building |
| CN202831203U (en) * | 2012-10-08 | 2013-03-27 | 沈阳建筑大学 | Assembly type concrete frame-shear wall split assembling structure and fabricative structure |
| CN103827410A (en) * | 2011-07-26 | 2014-05-28 | 旭化成住宅株式会社 | Masonry building and method for constructing masonry building |
| CN204753834U (en) * | 2015-06-26 | 2015-11-11 | 南京长江都市建筑设计股份有限公司 | Partition plate of scissors stair and connection structure of floor roof beam |
Family Cites Families (15)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US5199233A (en) * | 1990-05-23 | 1993-04-06 | Misawa Homes Co. Ltd. | Prefabricated concrete basement and process for constructing the same |
| CN2264217Y (en) * | 1996-06-06 | 1997-10-08 | 许启尧 | Interlock building block |
| CN1137321C (en) * | 2001-03-21 | 2004-02-04 | 刘建康 | Method for building multistoried and small high-rise residence |
| GB2407828B (en) * | 2003-11-05 | 2007-05-16 | Donald Gudgeon | Prefabricated structural masonry wall panel |
| CN101608480B (en) * | 2008-06-18 | 2013-12-11 | 黑龙江宇辉新型建筑材料有限公司 | Manufacturing method of precast concrete short-limb shear wall provided with door windows |
| CN102383530A (en) * | 2011-09-08 | 2012-03-21 | 张吉华 | Prefabricated reinforced concrete structural column for prefabricated buildings |
| CN102720272B (en) * | 2012-06-29 | 2014-08-27 | 初明进 | Embedded column type prefabricated part connection node and manufacturing method thereof |
| CN103452246B (en) * | 2013-07-09 | 2016-08-10 | 中国建筑股份有限公司 | The grouting deformed steel pipe box cylinder that the slurry anchor docking of a kind of reinforcing bar connects |
| CN103410332B (en) * | 2013-08-07 | 2015-09-02 | 中国核工业第二二建设有限公司 | A kind of concrete hollow block reinforcement wall construction technology |
| CN204326299U (en) * | 2014-09-19 | 2015-05-13 | 昆明理工大学 | The antidetonation adobe wall that a kind of steel concrete sleeper and dark beam are strengthened |
| CN204326300U (en) * | 2014-11-18 | 2015-05-13 | 苏州市世好建材新技术工程有限公司 | A kind of collar tie beam shell for building steel tube Combined concrete system |
| CN204876055U (en) * | 2015-06-24 | 2015-12-16 | 北京宏宇地科贸有限公司 | Building foundation |
| CN105155724B (en) * | 2015-06-25 | 2018-11-13 | 吴丽敏 | A kind of construction method for the constructional column constructed simultaneously with frame structure filling wall |
| CN105821978A (en) * | 2016-03-24 | 2016-08-03 | 天津住宅集团建设工程总承包有限公司 | Semi-bedding and semi-grouting vertical connection construction method of prefabricated wall plate |
| CN108425440B (en) * | 2016-08-12 | 2020-07-03 | 陈迎春 | Brick-concrete integrated wall and implementation method thereof |
-
2016
- 2016-08-12 CN CN201810465841.8A patent/CN108425440B/en active Active
- 2016-08-12 CN CN201810465813.6A patent/CN108661204A/en active Pending
- 2016-08-12 CN CN201610660513.4A patent/CN106193369B/en active Active
- 2016-08-12 CN CN201810465814.0A patent/CN108661205B/en active Active
-
2017
- 2017-08-11 WO PCT/CN2017/096962 patent/WO2018028652A1/en active Application Filing
Patent Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| DE2734262A1 (en) * | 1977-07-29 | 1979-02-08 | Heinz Dipl Ing Borsdorf | Prefabricated brick external building wall - has flat metal reinforcement embedded in horizontal joints |
| CN201224941Y (en) * | 2008-06-20 | 2009-04-22 | 上海德滨机械设备科技有限公司 | Environment protection type structure thermal insulation concrete building block, masonry and anti-vibration residential building |
| CN103827410A (en) * | 2011-07-26 | 2014-05-28 | 旭化成住宅株式会社 | Masonry building and method for constructing masonry building |
| CN202831203U (en) * | 2012-10-08 | 2013-03-27 | 沈阳建筑大学 | Assembly type concrete frame-shear wall split assembling structure and fabricative structure |
| CN204753834U (en) * | 2015-06-26 | 2015-11-11 | 南京长江都市建筑设计股份有限公司 | Partition plate of scissors stair and connection structure of floor roof beam |
Also Published As
| Publication number | Publication date |
|---|---|
| CN108661205B (en) | 2020-07-28 |
| CN108661205A (en) | 2018-10-16 |
| CN108661204A (en) | 2018-10-16 |
| WO2018028652A1 (en) | 2018-02-15 |
| CN108425440B (en) | 2020-07-03 |
| CN108425440A (en) | 2018-08-21 |
| CN106193369A (en) | 2016-12-07 |
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