CN108425440A - A kind of brick mixes integrated wall and its implementation - Google Patents

A kind of brick mixes integrated wall and its implementation Download PDF

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Publication number
CN108425440A
CN108425440A CN201810465841.8A CN201810465841A CN108425440A CN 108425440 A CN108425440 A CN 108425440A CN 201810465841 A CN201810465841 A CN 201810465841A CN 108425440 A CN108425440 A CN 108425440A
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China
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brick
wall
reinforcing bar
wall body
window
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CN108425440B (en
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陈迎春
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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

Abstract

The present invention provides a kind of mixed integrated wall of brick, including：There is a centre bore at wall body brick, the wall body brick center, the both sides sides Yi You half bore, and side half bore described in both sides is at the relationship that corresponds, and after two pieces of brick arranged adjacents, the side half bore on two pieces of bricks forms a complete hole；Further include prefabricated base foundation, the base foundation includes beam type main body and the reinforcing bar that is fixed in base foundation, and 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, then the placing concrete into hole, the reinforced concrete column of concrete and rebar combination shape dispersion in a row.The beneficial effects of the invention are as follows provide a kind of mixed integrated wall of brick, it is integrated with beam type main body and reinforced concrete column in wall, beam type main body, reinforced concrete column, wall form an entirety, it handling can install at the construction field (site), and corresponding wall implementation method is provided, to realize that brick mixes the production of integrated wall.

Description

A kind of brick mixes integrated wall and its implementation
The application is the divisional application of the application for a patent for invention of Chinese Patent Application No. CN2016106605134.
Technical field
The present invention relates to Construction Technology field, more particularly to integrated building technical field, the mixed collection of specially a kind of brick At wall and its implementation.
Background technology
Placing concrete makes traditional reinforced concrete building due to needing to conserve to concrete at the construction field (site) It is longer to obtain the construction period.After integrated form building mostly uses steel construction prefabricated components, handling installation is carried out to construction site, is done so It can effectively shorten the duration.But since steel structure member Joining Technology is more demanding, the requirement of construction is improved, difficulty is increased 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 proposes that a kind of brick that can quickly connect installation in plant produced, construction site mixes integrated wall, and proposes that a kind of engineering is pre- Product connection method, the techniques such as alternative existing welding, riveting or screw connection, can be used for integrated building under certain occasion Technical field of 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 binder（Refer in particular to concrete）Two engineering prefabricated components are connected, specifically Technology contents and advantageous effect include：
1, wall body brick of the design with connecting hole passes through the connecting hole of wall body brick using reinforcing bar, when arranging brick, by two rows Brick is staggeredly placed, and to enhance the shear behavior of wall, binder is then poured into connecting hole（Concrete）, realize wall body brick Connection while the advantages of keeping brick wall body performance, reduces the loaded down with trivial details property for action of building a wall, by arranging entire row brick With placement, 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 forms the method for wall, the centre bore of upper and lower brick and side Half bore is alternately present, and is had neat, beauty, intensity good and is flowed down along hole convenient for concrete（Side half bore has the gap）The advantages of, Its stringent neat arrangement mode, it is ensured that it can carry out factory automation production；
2, in prefabricated base foundation, there is specific connection metal position（Reinforcing bar）, the connecting hole of wall body brick is inserted in reinforcing bar, then Binder is poured into connecting hole（Concrete）, the duckpin of concrete and rebar combination shape dispersion in a row enhances wall Load-bearing property；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 capable of hoisting The brick of dress 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, being can be whole Lifting；
3, consider the problems of architectural establishment door and window, corresponding connection metal position is set in prefabricated base foundation（Reinforcing bar）, It redesigns door and window and converts connecting elements, reinforcing bar is inserted in by the way that connecting hole is arranged on component, and by connecting hole, using on wall body brick Door and window setting is completed in the installation of lower fixing component；Door and window conversion connecting elements can not also be added, and make to be formed on wall larger Punch structure, and marginal portion forms load-bearing pillar；Compare existing PC（Precast concrete）Plate needs first molding to make door and window structure, this The method retains the free form that tradition uses brick wall body, and the design of door and window is easily achieved；
4, consider wall carrying out plane and vertical connection, to form building, when forming wall, retain plane and vertical connection Reinforcing bar, for the standard connector of different connections, standard connector is the metal tube being welded as a whole for design（Steel pipe has When steel plate can also be used）, steel pipe is inserted in connection reinforcing bar by construction site, and placing concrete is, it can be achieved that company between more wall bodies It connects, to form building main body, construction method is simple, and craft precision requires relatively not high；It is in the milk and connects with existing reinforced bar sleeve Connection technology（Professional standard《Reinforced bar sleeve grouting connection application technology regulation》（JGJ355-2015））It compares, this technology first uses Free connecting, further utilizes the globality after the connecting tube connection of reinforcing bar and connector, all connecting tubes by welding, A building general frame is actually become after grouting connection；
5, wall size, specifications parameter standardization, building element uniform data simultaneously builds library management, according to basic architecture plan view, The type and quantity that required Modular building component can be calculated out, place an order to factory process, to realize architectural process pipe Science, the high efficiency of reason；This content actually needs some softwares to assist realizing, but its calculation process is this hair Bright intrinsic technical advantage；
6, different house types can be assembled by standardized wall, be for user's selection to make integrated building have To the house type of autonomous Design, a kind of business model can be developed, client is spliced into different house types according to existing Wall model, can Meet the requirement of client's autonomous Design building.
Technical scheme of the present invention is rewritten according to original application, and the technology for mainly increasing original application [0027] and [0005] section is special It seeks peace technique effect, specifically includes：
A kind of mixed integrated wall of brick, including：
There is a centre bore at wall body brick, the wall body brick center, the both sides sides Yi You half bore, and side half bore described in both sides is at corresponding Relationship, after two pieces of brick arranged adjacents, the side half bore on two pieces of bricks forms a complete hole；
Further include prefabricated base foundation, the base foundation includes beam type main body and the reinforcing bar that is 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, the Kong Zhongjun that each centre bore and its side half bore of wall body brick are formed contain top connection reinforcing bar, concrete With the reinforced concrete column of reinforcing bar combination shape dispersion in a row.
The brick mixes integrated wall, and the reinforcement installation is on beam type main center axis, or relatively side.
The brick mixes integrated wall Liftable.
The brick mixes the implementation method of integrated wall, and wall body brick is first arranged certain altitude placing concrete, is further continued for Wall body brick, then placing concrete are up arranged, repeatedly.
The implementation method blocks the reinforcing bar of a part in the base foundation, the wall is connected to using wall body brick The maximum height of body, being formed has the larger wall to punch.
The implementation method, which is characterized in that the centre bore and side half bore of wall body brick are larger, form thicker column Son.
The implementation method blocks the reinforcing bar of a part, connecting wall brick to proper height, company in the base foundation Door and window conversion connecting elements is connect, upper wall body brick is connected.
The implementation method, which is characterized in that the door and window conversion connecting elements includes conversion beam, upper supplementary connection Reinforcing bar and connecting hole.
The implementation method, the door and window conversion connecting elements include：The kissing gate beam of conversion beam and wall body brick equal in width Or narrow window beam, or the door beam with door eaves or the window beam with window hood.
The implementation method, the door and window conversion connecting elements is concrete or steel construction.
The beneficial effects of the invention are as follows：A kind of mixed integrated wall of brick is provided, beam type main body and steel are integrated in wall Reinforced concrete pillar, beam type main body, reinforced concrete column, wall form an entirety, handling can install at the construction field (site), with And corresponding wall implementation method is provided, to realize that brick mixes the production of integrated wall.
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）Dislocation Brickwork joint.
Fig. 5 door and windows convert connecting elements structural schematic 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）On Portion's supplement connection 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）Reinforcing bar is connected, 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）Connection 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-type planes connect isometric and schematic top plan view；
Figure 14 wall T1 type planes connect isometric and schematic top plan view；
Figure 15 wall T2 type planes connect isometric and schematic top plan view；
Figure 16 wall X-type planes connect 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 prefabricated component to be connected, 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 the positions A, 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：The above figure number also refers to object itself represented in figure, and connecting elements described in this specification includes figure 1,2,5,8,9,10 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 by 3,6,7 in Fig. 3,6,7 and specification style of writing, 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, other people are to any non-wound made by the attached drawing of this part The change for the property made should still be fallen within scope of the present invention.
Specific implementation mode
It is proved in detail described in the Summary to the present invention below, i.e. control illustrates the several of the present invention The example of specific implementation mode, 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, it includes centre bore 1-1 and side half bore 1-2 that structure feature, which is 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 shown in figure can also be porous hollow brick, as long as retaining structure feature shown in figure, so that it may to implement the present invention.
Shown in Fig. 2, for two kinds of base foundations designed by the present invention, including concrete base basis 2-a, steel construction bottom 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 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, the reinforcing bar of a row or more can also be installed.
Shown in Fig. 3 and Fig. 4, to use the mixed integrated wall of brick made of being painted component assembling in Fig. 1 and Fig. 2, 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 reinforce the shear behavior of wall, into concrete casting hole 4-1, placing concrete is 1., you can composition A class walls；
Same method constitutes B class walls, this combination between component is free using the component of 1-b and 2-b；
Placing concrete 1. the step of pouring can be segmented when forming wall, you can with first by wall body brick arrangement certain altitude pour It fills concrete 1., is further continued for up arranging wall body brick, then placing concrete is 1., repeatedly, to control the dosage of concrete, or Ensure that concrete can flow down along irrigation hole 4-1, after such wall molding, wherein including the reinforced column of row dispersion Son 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, and upper supplementary connects reinforcing bar 5-2, and connecting hole 5-3 three parts composition can be divided into conversion The kissing gate beam 5-a and narrow window beam 5-c of beam 5-1 and 1 equal in width of wall body brick, and the band door eaves with eaves formula position door beam 5-b 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, different Be connecting hole 5-3, connecting hole 5-3 can directly be punched on the conversion beam 5-1 of steel construction, can also be in concrete Embedded steel tube on conversion beam 5-1, perforated steel plate among the pre-buried bar-mat reinforcement in portion stay a hole 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）It connects door and window and converts connecting elements,
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 it does not put natively）, so Afterwards 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, hole is connected 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 executing III and IV step, directly using wall body brick 1 be connected to maximum height as shown in Figure 3, then formed with compared with The wall to punch greatly can be used to form building frame construction, and the centre bore 1-1 and lateral orifices 1-2 of wall body brick 1 can be compared at this time Greatly, to form the thick pillar of a bit.
Fig. 8, Fig. 9, Figure 10 are expressed and are mixed several connections that needs use when integrated wall forms building construction using brick 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 is by connection reinforcing bar 9-1, joint steel pipe 9-2, air hole 9-3 compositions；
The planar attachment plate 10 that plane connecting tube can be replaced to use, including-shape connecting plate 10-a, --- shape connecting plate 10-b, The structure feature of L-shaped connecting plate 10-c, T shape connecting plate 10-d, planar attachment plate are that connecting hole 10-1 is located at junction steel plate 10-2 On, cooperation quoin brick 1-c is used when planar attachment plate uses.
It is the vertical connection of wall, the vertical connection reinforcing bar 3-1 that wall 3-b upper parts stay shown in Figure 11（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 connects reinforcing bar 2-4 and 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 as Figure 12, only not according to the quantity of connecting wall and arrangement mode Together, different plane connecting tubes is selected；
If used using 10 substitutive patterns connecting tube 9 of planar attachment plate shown in Figure 10, alternation rule is identical, in use, Using quoin brick 1-c one piece of planar attachment plate 10 of connection spaced apart, then placing concrete connection quoin brick 1-c is peaceful Face connecting 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 required to carry out planar alignment according to certain,
ⅲ）Use plane connecting tube（9-a in such as figure）Engineering prefabricated component 17-1 is attached, and pours and glues in connecting tube Tie agent 1.,
ⅳ）To vertical connecting tube（9-a can play the role of vertically connecting at this moment simultaneously in figure）, binder is poured 1., by work The lower connecting part position of journey 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, shown in 21, for the agent structure of two floor building, main member is all aforementioned components, from two figures 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 walks, first layer wall has been connected；
ⅲ）It is inserted in corresponding connecting tube 8 and 9 on the lateral connection reinforcing bar and longitudinally connected reinforcing bar of first layer wall；
ⅳ）It is welded using connection reinforcing bar 22-1 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.
It is the inner frame of the building of Figure 22 the methods connection shown in Figure 23, 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 At 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 have the steel reinforcement cage tied up, brick mix integrated wall two rows can be set Flooring etc. should be installed according to layer in the above 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 (10)

1. a kind of brick mixes integrated wall, including：
There is a centre bore at wall body brick, the wall body brick center, the both sides sides Yi You half bore, and side half bore described in both sides is at 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：
Further include prefabricated base foundation, the base foundation includes beam type main body and the reinforcing bar that is 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, the reinforced concrete column of concrete and rebar combination shape dispersion in a row.
2. brick as described in claim 1 mixes integrated wall, which is characterized in that the reinforcement installation is in beam type main center axis On, or relatively side.
3. brick as described in claim 1 mixes integrated wall, which is characterized in that the wall Liftable.
4. the brick as described in claim 1 ~ 3 is arbitrary mixes the implementation method of integrated wall, which is characterized in that first arrange wall body brick Certain altitude placing concrete is further continued for up arranging wall body brick, then placing concrete, repeatedly.
5. implementation method as claimed in claim 4, which is characterized in that the reinforcing bar for blocking a part in the base foundation makes The maximum height of the wall is connected to wall body brick, being formed has the larger wall to punch.
6. implementation method as claimed in claim 5, which is characterized in that the centre bore and side half bore of wall body brick are larger, are formed Thicker pillar.
7. implementation method as claimed in claim 4, which is characterized in that block the reinforcing bar of a part in the base foundation, even Wall body brick is connect to proper height, connection door and window converts connecting elements, connects upper wall body brick.
8. implementation method as claimed in claim 7, which is characterized in that door and window conversion connecting elements include conversion beam, on Portion's supplement connection reinforcing bar and connecting hole.
9. implementation method as claimed in claim 7, which is characterized in that the door and window converts connecting elements and includes：Conversion beam with The kissing gate beam of wall body brick equal in width or narrow window beam, or the door beam with door eaves or the window beam with window hood.
10. the implementation method as described in claim 7 ~ 10 is arbitrary, which is characterized in that the door and window conversion connecting elements is coagulation Soil or steel construction.
CN201810465841.8A 2016-08-12 2016-08-12 Brick-concrete integrated wall and implementation method thereof Active CN108425440B (en)

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CN201810465841.8A CN108425440B (en) 2016-08-12 2016-08-12 Brick-concrete integrated wall and implementation method thereof
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

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