CN105155858A - Construction method for assembled composite wall building by concrete composite modules - Google Patents

Construction method for assembled composite wall building by concrete composite modules Download PDF

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Publication number
CN105155858A
CN105155858A CN201510631304.2A CN201510631304A CN105155858A CN 105155858 A CN105155858 A CN 105155858A CN 201510631304 A CN201510631304 A CN 201510631304A CN 105155858 A CN105155858 A CN 105155858A
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concrete composite
wall
composite module
floor
plane
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刘斌
周卫国
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Liu Bin
Zhou Weiguo
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Abstract

The invention discloses a construction method for an assembled composite wall building by concrete composite modules, and belongs to the technical field of buildings. The construction method uses the concrete composite modules for assembling layer by layer to form the composite wall building; when the assembly of each layer is finished, insulation core materials are put in cavities of the concrete composite modules and in gaps between the adjacent concrete composite modules, and casting gaps are left; and after a whole wall is built, foaming cement is cast in the wall, is fully filled in the gaps in the wall, and is broken in the gaps between the concrete composite modules to generate bonding force. Compared with the prior art, the construction method reduces the process steps of block fixation and plastering, so that the wall construction becomes the assembly formation, the working efficiency is improved, and the labor intensity is reduced; the insulation materials are in the wall, and are isolated by the foaming cement, so that fire is not easy to generate; and the built wall is obviously improved in insulation property to largely reduce the energy consumption of warming in winter and cooling in summer.

Description

A kind of concrete composite module builds the structure way of assembling combined wall building
Technical field
The invention belongs to technical field of buildings, relate to a kind of process of building a wall, specifically a kind of concrete composite module builds the structure way of assembling combined wall building.
Background technology
At building field, brick used of building a wall mostly is clay solid brick, clay solid brick consumes a large amount of land resources in manufacturing process, solid brick is utilized to carry out building by laying bricks or stones of body of wall, need to carry out scene to plaster to carry out the fixing of brick, long construction period, needed for manually more, the amount of labour is large, the wall thermal insulating weak effect that this method is built by laying bricks or stones, when temperature declines in the winter time, the extra use of needs is warming carries out the comfortable of inner temperature of room with heating system, this adds increased the consumption of resource, and warming is air-polluting key factor, some did body of wall heat insulating material meeting initiation fire when meeting fire of insulation construction.At present, occur using concrete hollow block or concrete composite module to replace clay solid brick, but concrete hollow block structure is single, heat insulation effect is undesirable, traditional heating mode can not be replaced, and it is still immature to the structure way of carrying out building wall to use concrete hollow block or concrete composite module to add heat insulating material, the problem of the wasting time and energy of construction walling, heat insulation effect difference fundamentally can not be solved.
Summary of the invention
The present invention is in order to solve the intricate operation of construction walling, the amount of labour is large, heat insulation effect is bad shortcoming, provide the structure way that a kind of concrete composite module builds assembling combined wall building, this technique can use concrete composite module quick assembling to form composite wall, significantly can strengthen the heat insulation effect of masonry panel, and the body of wall not easily breaking out of fire that this process is built by laying bricks or stones, there is good safety in utilization.
Concrete technical scheme of the present invention is:
Concrete composite module builds a structure way for assembling combined wall building, and build material to form wall body structure for successively being assembled by prefabricated concrete composite module and watering, key point is, described structure way step comprises:
The installation site of a, unwrapping wire, demarcation concrete composite module;
B, successively assembling: concrete composite module assembly is formed current layer, heat insulation core material is filled again in the space between the cavity and concrete composite module of this layer of concrete composite module, fit on one deck on current layer more afterwards, cavity and the current layer of the concrete composite module of last layer are crisscross arranged, so repeatedly until form precast wall body structure;
C, jointing: on precast wall body, utilize jointing agent to be hooked in the gap between building block flat;
D, to build: the pouring carrying out building material in wall cavity, completes work progress.
Described concrete composite module comprises the side panel that be arranged in parallel and is arranged on a pair middle floor coordinating between side panel, with side panel and form closed type heat insulation cavity, described middle floor laterally plate center line mirror image arrange, middle floor comprises fixing first floor vertical with side panel, and second floor that with side panel be arranged vertical with the first floor and is connected the second floor and the trislab be arranged in parallel with the first floor, and the first floor, the second floor and trislab are combined to form projective table type structure.
The first described floor, the second floor and trislab connect and compose the projective table type structure protruded laterally.
Described side panel upper surface is downward inclined plane in the part near inner side, and the maximum height drop on inclined plane is 2-4mm, and the upper surface of middle floor and the minimum point on inclined plane are in same level.
Thickness proportion in the thickness of side panel on described inclined plane is 2/3.
Described side panel upper surface is horizontal plane.
The first described floor and the both sides of side panel junction are provided with reinforcing rib.
The end face outside on described inclined plane is the first inclined-plane tilted to the inside, the maximum size difference that first inclined-plane tilts is 1-3mm, the end face outside of trislab is the second inclined-plane tilted from the middle to both ends, the maximum size difference that second inclined-plane tilts is 1-3mm, and first inclined-plane of the same side and the outermost end on the second inclined-plane are positioned at same vertical plane.
In described middle floor, all corners being in inner side are round-corner transition.
Described concrete composite module whole installation is lower large little shape, and upper surface outward flange and lower surface outward flange difference in size are in the horizontal direction 1-3mm.
The invention has the beneficial effects as follows: this structure way concrete composite module used to be fixedly connected with middle floor by side panel and to be provided with heat insulation cavity, decrease the heat bridge connection area between side panel, middle floor is connected and composed by multiple floor, add the length of middle floor, slow down the speed that internal and external temperature exchanges, serve the effect of thermal insulation, and heat insulation cavity is that the placement of heat insulation core material provides place, reinforcing rib can not only strengthen the bonding strength of concrete composite module, and the effect of stationary positioned can be played to heat insulation core material, and passage and space have been reserved for building material in the space between the reinforcing rib of the same side, build material foam cement used and also can play insulation effect, and can break and produce bonding force in the gap place of foam cement between adjacent two concrete composite modules, early stage, module can save the bonding operation of mortar in process of deployment, simplify operation and can play the effect improving efficiency of construction, and construction environment can not produce the building wastes such as mortar, in addition, because heat insulating material is arranged respectively when every layer of building block is laid, avoid the situation that monoblock heat insulating material in prior art arranges rear easy generation integral combustion.
Accompanying drawing explanation
The structural representation of concrete composite module in Fig. 1 the present invention.
Fig. 2 is the odd-level of stalk or the structural representation of even level in specific embodiment.
Fig. 3 is the syndeton schematic diagram of the neighbouring number of plies with Fig. 2 in specific embodiment.
Fig. 4 is the syndeton schematic diagram of concrete composite module and four prism type constructional column in stalk.
Fig. 5 is the syndeton schematic diagram of concrete composite module and eight prismatic configuration posts in stalk.
Fig. 6 is the syndeton schematic diagram of L-type body of wall odd-level or even level in specific embodiment.
Fig. 7 is the syndeton schematic diagram of the neighbouring number of plies with Fig. 6 in L-type body of wall.
Fig. 8 is the syndeton schematic diagram of L-type body of wall odd-level or even level and steel concrete wall column in specific embodiment.
Fig. 9 is the syndeton schematic diagram of the number of plies that in L-type body of wall, Fig. 8 is neighbouring and steel concrete wall column.
Figure 10 is the syndeton schematic diagram of T-shaped body of wall odd-level or even level in specific embodiment.
Figure 11 is the syndeton schematic diagram of the neighbouring number of plies with Figure 10 in T-shaped body of wall.
Figure 12 is the syndeton schematic diagram of T-shaped body of wall odd-level or even level and steel concrete wall column in specific embodiment.
Figure 13 is the syndeton schematic diagram of the neighbouring number of plies of Figure 12 and steel concrete wall column in T-shaped body of wall.
Figure 14 is the syndeton schematic diagram of forms and the body of wall below it in specific embodiment.
Figure 15, Figure 16, Figure 17 are the syndeton schematic diagrames of body of wall Girth.
Figure 18 is the syndeton schematic diagram in specific embodiment between window frame and body of wall.
Figure 19 is the syndeton schematic diagram of door and window hole lintel in specific embodiment.
Figure 20 is the syndeton schematic diagram of odd-level or even level in module inner corner trim L-type body of wall.
Figure 21 is the syndeton schematic diagram with Figure 20 in the neighbouring number of plies.
Figure 22 is the syndeton schematic diagram that concrete composite module and concrete hollow block combine odd-level or even level in the T-shaped wall constructed.
Figure 23 is the syndeton schematic diagram of the neighbouring number of plies with Figure 22.
Figure 24 is the syndeton schematic diagram that concrete composite module and concrete perforated brick combine odd-level or even level in the T-shaped wall constructed.
Figure 25 is the syndeton schematic diagram of the neighbouring number of plies with Figure 24.
Figure 26 is the syndeton schematic diagram of the T-shaped wall that concrete composite module and panel assembly are constructed.
In accompanying drawing, 1, side panel, the 2, first floor, the 3, second floor, 4, trislab, 5, reinforcing rib, the 6, first inclined-plane, the 7, second inclined-plane, 8, inclined plane, 9, foam cement, 10, benzene plate, 11, constructional column, 12, steel concrete wall column, 13, galvanized steel wire netting, 14, window frame, 15, collar tie beam, 16, floor, 17, lintel, 18, concrete hollow block, 19, drag hook, 20, wallboard, 21, steel bar welding net, 22, concrete perforated brick.
Detailed description of the invention
The present invention relates to the structure way that a kind of concrete composite module builds assembling combined wall building, build material to form composite wall structure for successively being assembled by prefabricated concrete composite module and watering, specific embodiment is as follows:
As shown in Figure 1 to Figure 3, concrete composite module comprises the side panel 1 that be arranged in parallel and is arranged between side panel 1, the a pair middle floor forming closed type heat insulation cavity is coordinated with side panel 1, described middle floor laterally plate 1 center line mirror image arrange, middle floor comprises fixing first floor 2 vertical with side panel 1, and second floor 3 that with side panel 1 be arranged vertical with the first floor 2, and connect the second floor 3 and the trislab 4 be arranged in parallel with the first floor 2, in middle floor, all corners being in inner side are round-corner transition, the lower large little shape of the concrete composite module whole installation for the benefit of demoulding, upper surface outward flange and lower surface outward flange difference in size are in the horizontal direction 1-3mm, the concrete composite module of said structure is utilized to carry out the construction of wall body structure, described structure way step comprises:
The installation site of a, unwrapping wire, demarcation concrete composite module;
B, successively build by laying bricks or stones: concrete composite module assembling combination is formed current layer, the first floor 2 in middle floor, second floor 3 and trislab 4 connect and compose the projective table type structure protruded laterally, the first described floor 2 is provided with reinforcing rib 5 with the both sides of side panel 1 junction, heat insulation core material is filled in heat insulation cavity in the middle part of each concrete composite module, heat insulation core material is benzene plate 10, heat insulation core material in heat insulation cavity is the cross column body structure adapted with heat insulation cavity main part, heat insulation core material is not filled in gap between the reinforcing rib 5 of the same side, the end face outside on concrete composite module inclined plane 8 is the first inclined-plane 6 tilted to the inside, the maximum size difference that first inclined-plane 6 tilts is 1-3mm, the end face outside of trislab 4 is the second inclined-plane 7 tilted from the middle to both ends, the maximum size difference that second inclined-plane 7 tilts is 1-3mm, first inclined-plane 6 of the same side and the outermost end on the second inclined-plane 7 are positioned at same vertical plane, two adjacent concrete composite module first inclined-plane outermost end contact, the outermost end on the second inclined-plane also contacts, two cavitys are formed between two concrete composite modules, heat insulation core material is filled in each cavity, heat insulation core material is the rectangular shape adapted with cavity main part, in cavity the same side reinforcing rib between gap do not fill heat insulation core material, in current layer heat insulation core material fill complete after assembled last layer on current layer again, cavity and the current layer of the concrete composite module of last layer are crisscross arranged, as shown in figure 12, so repeatedly until formation precast wall body structure,
C, jointing: on precast wall body, utilize jointing agent to be hooked in the gap between building block flat, jointing agent mortar, and gap is dried after hooking and having put down, and can prevent the situation occurring spillage in casting process;
D, build: side panel 1 upper surface is downward inclined plane 8 in the part near inner side, the maximum height drop on inclined plane 8 is 2-4mm, thickness proportion in the thickness of side panel 1 on inclined plane 8 is 2/3, the middle upper surface of floor and the minimum point on inclined plane 8 are in same level, the lower surface of concrete composite module is horizontal plane, gap is there is between upper strata concrete composite module and lower floor's concrete composite module, the maximum size in gap is 4mm, when carrying out the pouring of building material from the body of wall the superiors, build material flow downward and enter the gap place between adjacent concrete composite module, building material is foam cement 9, foam cement 8 enters gap place and breaks and produce bonding force, bonded fixing between adjacent two concrete composite modules, the integraty of whole body of wall obtains enhancing, the firmness of body of wall is improved, foam cement 8 riddles the position of non-fill insulant material in the body of wall of concrete composite module structure, whole work progress is complete.
When the upper surface of side panel is horizontal plane, the way of existing successively plastering and building can be adopted, mortar is smeared between the concrete composite module of every layer, the thickness of mortar can be 2-5mm, bonding firmness between layers can either be increased, and due to bond area between concrete composite module little, the use amount of mortar compared to prior art in mortar use amount greatly reduce, human and material resources and the time of preparing mortar also significantly reduce, and also can play the effect shortening construction period.
Foam cement coefficient of thermal conductivity is little, the effect of insulation and isolated external heat can be played, foam cement is by the heat insulating material isolation in body of wall, each block heat insulating material in body of wall is made to be all relatively independent, even if there is one block of heat insulating material on fire, also the burning of whole body of wall can not be caused, not easily breaking out of fire.
The coefficient of thermal conductivity of common brick used in everyday is 0.57W/m DEG C, the coefficient of thermal conductivity of benzene plate is 0.04W/m DEG C, the coefficient of thermal conductivity of foam cement is 0.05W/m DEG C, the coefficient of thermal conductivity of common brick is approximately 14 times of benzene plate, the coefficient of thermal conductivity of common brick is approximately 12 times of foam cement simultaneously, therefore, the heat insulation effect of the heat insulating material in the concrete composite module be made up of benzene plate and foam cement is approximately the 12-14 of common brick doubly, the body of wall of existing body of wall 24 centimetres of mostly being that common brick builds by laying bricks or stones and 36 cm thick, so, the heat-insulating property of the body of wall that the process of building a wall related in the present invention is built by laying bricks or stones is approximately the heat insulation effect of the common brick body of wall of 288-336 cm thick, when not considering the heat-transfer effect of door and window, it is isolated that the wall thermal insulating effect that present invention process method is built by laying bricks or stones can reach with ambient temperature substantially.
In house during concrete assembly construction, in stalk, constructional column 11 is set sometimes, the shape of constructional column 11 mainly comprises quadrangular shape and eight prism shapes, as shown in Figure 4 and Figure 5, the body of wall of concrete composite module assembling is connected with between constructional column 11, and interlaced setting between the adjacent number of plies in the body of wall of concrete composite module assembling, the first floor about 2 in the concrete composite module of levels is corresponding.
Utilize the concrete composite module in the present invention carry out L-type body of wall build time, odd-level and even level carry out staggered building, and the first floor about 2 in the concrete composite module of levels is corresponding, the connected mode in corner as shown in Figure 6 and Figure 7, it is the syndeton schematic diagram that odd-level or even level are built in Fig. 6, syndeton schematic diagram time in Fig. 7 for building with the neighbouring number of plies in Fig. 6, the corner place of odd-level and even level arranges steel concrete wall column 12, the wall connecting on both sides gets up by steel concrete wall column 12, the arranged outside benzene plate 10 of wall column carries out fire prevention process, the installation of decorative layer can be carried out outside benzene plate 10, when the size of steel concrete wall column 12 is greater than thickness of wall body, adopt the assembling mode that Fig. 8 and Fig. 9 levels is staggered, Fig. 8 is the syndeton schematic diagram of L-type body of wall odd-level or even level and steel concrete wall column 12, Fig. 9 is the syndeton schematic diagram of the number of plies that in L-type body of wall, Fig. 8 is neighbouring and steel concrete wall column 12, the size of steel concrete wall column 12 is greater than the size of body of wall, wall column is rectangular structure, the installation of benzene plate 10 is carried out in the outside of wall column, benzene plate 10 is laid galvanized steel wire netting 13 with adjacent wall outer side and is fixedly connected with cement nail, and then carry out plastering or fixing with building material.
Utilize concrete composite module of the present invention carry out T-shaped body of wall build time, odd-level and even level interlock and build, the connected mode of T-shaped wall as shown in Figure 10 and Figure 11, Figure 10 is the syndeton schematic diagram of T-shaped body of wall odd-level or even level, Figure 11 is the syndeton schematic diagram of the neighbouring number of plies with Figure 10 in T-shaped body of wall, the space of steel concrete wall column 12 and benzene plate 10 placement is reserved at the wall intersection place of T-shaped body of wall, the wall connecting of intersection is fixed by steel concrete wall column, benzene plate 10 plays the effect of insulation in outside, when the size of concrete wall column is greater than thickness of wall body, the building structure in Figure 12 and Figure 13 can be adopted, Figure 12 is the syndeton schematic diagram of T-shaped body of wall odd-level or even level and steel concrete wall column 12, Figure 13 is the syndeton schematic diagram of the neighbouring number of plies of Figure 12 and steel concrete wall column 12 in T-shaped body of wall, the arranged outside of steel concrete wall column 12 has benzene plate 10 to be incubated, outside infall, the junction of concrete composite module and benzene plate 10 increases galvanized steel wire netting 13 and fixes with cement nail.
The wall part be in T-shaped body of wall within doors can adopt existing fragment of brick or building block to carry out body of wall and build, and so just can save the consumption of concrete composite module in the present invention, and body of wall in doors does not affect whole insulation within doors.As depicted in figures 22 and 23, Figure 22 is the syndeton schematic diagram that concrete composite module and concrete hollow block combine odd-level or even level in the T-shaped wall constructed, Figure 23 is the syndeton schematic diagram of the neighbouring number of plies with Figure 22, the wall part be in T-shaped body of wall within doors adopts concrete hollow block 18 to carry out masonry panel, and then be combined to form T-shaped body of wall with the body of wall of concrete composite module assembling, the infall of T-shaped body of wall leaves the installation space of steel concrete wall column 12 and benzene plate 10, and at the hollow position of the concrete hollow block 18 near infall, concrete wall column 12 is set, and reinforcing bar drag hook 19 is set between the body of wall of being built by laying bricks or stones by concrete wall column 12 and the concrete hollow block 18 of hollow position carries out drawknot and fix, as shown in FIG. 24 and 25, Figure 24 is the syndeton schematic diagram that concrete composite module and concrete perforated brick 22 combine odd-level or even level in the T-shaped wall constructed, Figure 25 is the syndeton schematic diagram of the neighbouring number of plies with Figure 24, the installing space of steel concrete wall column 12 and benzene plate is set at the infall of T-shaped body of wall, and reinforcing bar drag hook 19 is set between the body of wall of building by laying bricks or stones at steel concrete wall column 12 and the concrete perforated brick 22 of infall carries out drawknot and fix, simple and easy T-shaped wall as shown in figure 26, Figure 26 is the syndeton schematic diagram that concrete composite module and wallboard 20 combine the T-shaped wall constructed, interior wall uses wallboard 20 to build, and exterior wall then adopts concrete composite module assembly construction, and the wallboard 20 of interior wall is fixed on the inner side of exterior wall by cement nail.
As shown in figure 19, Figure 19 is the syndeton schematic diagram of door and window hole lintel in specific embodiment, the both sides of door and window are body of wall, and the top of door and window arranges lintel 17 level and sets up in the body of wall of both sides, and lintel 17 adopts steel wire net rack plated construction and is provided with benzene plate 10 wherein and strengthens heat insulation effect; Figure 18 is the syndeton schematic diagram between the neighboring walls of window frame 14 side, and window frame 14 is fixed by the trislab 4 in the concrete composite module of cement nail and neighboring walls; Figure 14 is the syndeton schematic diagram of forms and the body of wall below it, the upper end of below body of wall arranges horizontal binder, window frame 14 is placed on horizontal binder, horizontal binder is made up of middle isophthalic plate and both sides steel concrete, connected by steel bar welding net 21, adopt conventional mounting mode to carry out installing and plastering, window frame 14 lower end and horizontal binder are fixed together.
Figure 15,16,17 is the syndeton schematic diagram of body of wall Girth, below Figure 15 Girth 15, outer edge contacts with two side panel 1 upper surfaces of concrete composite module in lower floor body of wall respectively and overlaps, benzene plate 10 and foam cement 9 is filled with in concrete composite module, also cave inward immediately below crossbeam 15 and be provided with benzene plate 10 and be incubated, the outside of collar tie beam 15 and inner side all cave inward and are provided with benzene plate 10 and carry out isothermal holding, be connected and fixed with the concrete floor 16 on upper strata above collar tie beam 15, above floor 16, build the body of wall of last floor; Figure 16, as the simplification of Figure 15, does not cave inward in the inner side of collar tie beam 15 and does not arrange benzene plate 10 yet; Figure 17 is as the simplification of Figure 16, and inside and outside collar tie beam 15, both sides and below all do not cave inward and do not arrange benzene plate 10 yet, are fixed with benzene plate 10 outside collar tie beam 15, and the two ends up and down inside benzene plate 10 are fixed with the outside of upper strata body of wall and lower floor's body of wall respectively.
Be the syndeton schematic diagram of odd-level or even level in module inner corner trim L-type body of wall as shown in figure 20, after inner corner trim L-type body of wall builds, be outside room in corner, be within doors outside corner, therefore, arrange reinforced concrete support post at lateral angle position, corner, Figure 21 is the syndeton schematic diagram with Figure 20 in the neighbouring number of plies.
Concrete composite module involved in this invention is collection insulation, structure, assembling, decoration integrated module, scientific structure, high insulating effect, first by plant produced concrete composite module, in conjunction with local raw material advantage and requirement of engineering, raw material can be aggregate chips, mine tailing, building waste, light aggregate, stone, sand, cement, flyash or breeze, building block can require to carry out decorative layer on surface according to user after producing, such as bonding ceramic tile or Puttying mopping of plastering, building block in plant produced is transported to job site, building block is assembled into body of wall at the scene, insert organic heat insulating block, building block seam is hooked with mortar two sides, the position that every two pieces of bricks combine is inclined-plane, on-site consolidation is good to leave gap between latter two adjacent block, gap place can be immersed and the formation cement paste that breaks after building foam cement, two building block bondings firmly, foam cement is built in gap after mortar solidifies.The body of wall that process in the present invention is built by laying bricks or stones can reach the index of energy-conservation 75%, construction is without the need to using mortar to plaster between two concrete composite modules, site assembly becomes body of wall, decrease working procedure, foam cement is built in building block, foam cement can break at the gap place of the adjacent part of two building blocks and form cement paste two building block bondings firmly, the foam cement of building block inner cavity portion is good insulation layer, foam cement can also heat insulating material keep apart stop fire occur, the safety of body of wall is fine.

Claims (10)

1. concrete composite module builds a structure way for assembling combined wall building, and build material to form wall body structure for prefabricated concrete composite module is successively assembled and watered, it is characterized in that, described structure way step comprises:
The installation site of a, unwrapping wire, demarcation concrete composite module;
B, successively assembling: concrete composite module assembly is formed current layer, heat insulation core material is filled again in the cavity between the cavity and concrete composite module of this layer of concrete composite module, fit on one deck on current layer more afterwards, cavity and the current layer of the concrete composite module of last layer are crisscross arranged, so repeatedly until form precast wall body structure;
C, jointing: on precast wall body, utilize jointing agent to be hooked in the gap between building block flat;
D, to build: the pouring carrying out building material in wall cavity, completes work progress.
2. a kind of concrete composite module according to claim 1 builds the structure way of assembling combined wall building, it is characterized in that: described concrete composite module comprises the side panel (1) that be arranged in parallel and is arranged between side panel (1), the a pair middle floor forming closed type heat insulation cavity is coordinated with side panel (1), described middle floor laterally plate (1) center line mirror image arrange, middle floor comprises fixing first floor (2) vertical with side panel (1), and second floor (3) that with side panel (1) be arranged vertical with the first floor (2), and connect the second floor (3) and the trislab (4) be arranged in parallel with the first floor (2), first floor (2), second floor (3) and trislab (4) are combined to form projective table type structure.
3. a kind of concrete composite module according to claim 2 builds the structure way of assembling combined wall building, it is characterized in that: described the first floor (2), the second floor (3) and trislab (4) connect and compose the projective table type structure protruded laterally.
4. a kind of concrete composite module according to claim 2 builds the structure way of assembling combined wall building, it is characterized in that: described side panel (1) upper surface is downward inclined plane (8) in the part near inner side, the maximum height drop on inclined plane (8) is 2-4mm, and the minimum point of the upper surface of middle floor and inclined plane (8) is in same level.
5. a kind of concrete composite module according to claim 4 builds the structure way of assembling combined wall building, it is characterized in that: thickness proportion in the thickness of side panel (1) on described inclined plane (8) is 2/3.
6. a kind of concrete composite module according to claim 2 builds the structure way of assembling combined wall building, it is characterized in that: described side panel (1) upper surface is horizontal plane.
7. a kind of concrete composite module according to claim 2 builds the structure way of assembling combined wall building, it is characterized in that: described the first floor (2) is provided with reinforcing rib (5) with the both sides of side panel (1) junction.
8. a kind of concrete composite module according to claim 4 builds the structure way of assembling combined wall building, it is characterized in that: the end face outside on described inclined plane (8) is the first inclined-plane (6) tilted to the inside, the maximum size difference that first inclined-plane (6) tilts is 1-3mm, the end face outside of trislab (4) is the second inclined-plane (7) tilted from the middle to both ends, the maximum size difference that second inclined-plane (7) tilts is 1-3mm, and first inclined-plane (6) of the same side and the outermost end of the second inclined-plane (7) are positioned at same vertical plane.
9. a kind of concrete composite module according to claim 2 builds the structure way of assembling combined wall building, it is characterized in that: in described middle floor, all corners being in inner side are round-corner transition.
10. a kind of concrete composite module according to claim 2 builds the structure way of assembling combined wall building, it is characterized in that: described concrete composite module whole installation is lower large little shape, and upper surface outward flange and lower surface outward flange difference in size are in the horizontal direction 1-3mm.
CN201510631304.2A 2015-09-29 2015-09-29 Construction method for assembled composite wall building by concrete composite modules Pending CN105155858A (en)

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Cited By (3)

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Publication number Priority date Publication date Assignee Title
CN108301615A (en) * 2018-03-27 2018-07-20 沈阳建筑大学 Modularization is without heat bridge Self-insulation wall plate
CN108661206A (en) * 2018-05-22 2018-10-16 中国建筑第八工程局有限公司 Secondary structure masonry panel is constructed from tolerant noise-insulating warm-keeping and its construction method
CN113235805A (en) * 2021-05-31 2021-08-10 重庆金彧新型环保建材有限公司 Method for manufacturing prefabricated ribbon board

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CN201301508Y (en) * 2008-10-31 2009-09-02 中建一局集团第五建筑有限公司 Multi-layer brick-and-concrete composite insulation wall
CN102162282A (en) * 2011-03-17 2011-08-24 徐振飞 Automatic heat preservation, energy saving and air-entrapping concrete brick wall and manufacturing method thereof
CN202265932U (en) * 2011-08-26 2012-06-06 傅礼铭 Compound die card building block
CN102505779A (en) * 2011-11-10 2012-06-20 沈汉杰 Block type wall system assembled by hoisting and construction method thereof
CN204139427U (en) * 2014-09-11 2015-02-04 刘斌 A kind of building-block and the insulating brick made by this building block

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN108301615A (en) * 2018-03-27 2018-07-20 沈阳建筑大学 Modularization is without heat bridge Self-insulation wall plate
CN108301615B (en) * 2018-03-27 2023-12-08 张延年 Modularized self-heat-insulating wallboard without thermal bridge
CN108661206A (en) * 2018-05-22 2018-10-16 中国建筑第八工程局有限公司 Secondary structure masonry panel is constructed from tolerant noise-insulating warm-keeping and its construction method
CN113235805A (en) * 2021-05-31 2021-08-10 重庆金彧新型环保建材有限公司 Method for manufacturing prefabricated ribbon board
CN113235805B (en) * 2021-05-31 2022-11-15 重庆金彧新型环保建材有限公司 Method for manufacturing prefabricated ribbon board

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