CN201687105U - Assembled monolithic wallboard wall - Google Patents

Assembled monolithic wallboard wall Download PDF

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Publication number
CN201687105U
CN201687105U CN2010201115974U CN201020111597U CN201687105U CN 201687105 U CN201687105 U CN 201687105U CN 2010201115974 U CN2010201115974 U CN 2010201115974U CN 201020111597 U CN201020111597 U CN 201020111597U CN 201687105 U CN201687105 U CN 201687105U
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CN
China
Prior art keywords
wallboard
horizontal
vertical
precast assembly
wall
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Expired - Fee Related
Application number
CN2010201115974U
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Chinese (zh)
Inventor
黄靓
徐紫鹏
吴志维
李登
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Individual
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Individual
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Priority to CN2010201115974U priority Critical patent/CN201687105U/en
Application granted granted Critical
Publication of CN201687105U publication Critical patent/CN201687105U/en
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Expired - Fee Related legal-status Critical Current

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Abstract

An assembled monolithic wallboard wall consists of a prefabricated assembling wallboard (2), horizontal reinforced bars or a horizontal reinforcement cage (4), vertical reinforced bars and grouted concrete (5). The length of the prefabricated assembling wallboard (2) ranges from 800mm to 3000mm, the height thereof ranges from 400mm to 3000mm, and the thickness thereof ranges from 100mm to 400mm. Vertical holes (7) are disposed in the wallboard, horizontal grooves (9) parallel to a long edge are disposed on the top surface of the prefabricated assembling wallboard (2), the vertical reinforced bars are distributed in the vertical holes of the wallboard, the horizontal steel bars or horizontal reinforcement cage are distributed in the horizontal grooves of a prefabricated assembling masonry unit, and the total prefabricated wallboard is inserted into the vertical hole through anchoring reinforced bars (1) reserved on a floor plate or foundation and then is connected with a main body structure via cast-in-place grouted concrete.

Description

A kind of integrally assembled wallboard wall
Technical field
The utility model relates to a kind of bearing wall structure.
Background technology
Deep enforcement along with China's strategy of sustainable development, ban use of the clay solid brick material on a large scale in national big and medium-sized cities, as an alternative constructional materials concrete hollow block become solid brick and effectively substitute constructional materials, and core grouted concrete becomes the existing utilization of reinforcing bars building block masonry structure in China in concrete block.Because this structure needs a large amount of labours when building by laying bricks or stones, along with the continuous rising of labor cost, the cost problem will become the development bottleneck of reinforcing bars building block masonry structure.Cast-in-place concrete structure then needs template, consumption of natural resource, contaminated environment.Along with the continuous lifting of China's living standard, labor cost is also along with increase, seeks a kind of easy construction, novel wall structure quick, environmental protection and be to be badly in need of the key technology that solves at present.
The utility model content
The utility model provide a kind of quick construction easy, need not template, lower-cost novel wall structure.
For reaching desired technical goal, the technical solution of the utility model is: a kind of integrally assembled wallboard wall, body of wall is made up of precast assembly wallboard 2 (as shown in Figure 1, 2), horizontal reinforcement or horizontal reinforcement cage 4, vertical reinforcement 3, core grouted concrete.Wherein can also both sides vertical groove (shown in Fig. 3,4) precast assembly wallboard 2 length to be set be 800mm to 3000mm to the precast assembly wallboard, highly be 400mm to 3000mm, thickness is 200 to 400mm, vertical hole is set in wallboard, and at 2 end face settings of precast assembly wallboard and the parallel horizontal groove in long limit.Vertical reinforcement 3 is distributed in the vertical hole of wallboard, and horizontal reinforcement or horizontal reinforcement cage are distributed in the horizontal groove of precast assembly wallboard.At every layer of precast assembly wallboard end face cast-in-place collar tie beam can be set.Whole prefabricated panel inserts vertical hole and is connected with agent structure at cast-in-place core grouted concrete by being reserved in anchor bar on floor or the basis.Connection between the precast assembly floor as shown in Figure 5, the precast assembly wallboard is connected as shown in Figure 6 with floor.
The integrally assembled wallboard wall that the utility model proposes, the advantage that has has:
(1) compare with common reinforcing bars building block allowable ratio of height to sectional thickness of masonry wall or column, the utility model adopts the bigger precast assembly wallboard 2 of volume, in conjunction with small-sized lifting machine construction, has easy construction, advantage efficiently.Under the situation that labor cost rises steadily, also has the certain economic advantage;
(2) the utility model body of wall of the same area is compared with common block masonry wall, and mortar joint is less, and the horizontal groove of every layer of assembly unit wallboard can form collar tie beam by building core grouted concrete simultaneously, and globality is better;
(3) the utility model need not template, not only environmental protection but also saved the expense of template.
Description of drawings
Fig. 1 is not for the precast assembly wallboard end face schematic diagram of vertical groove;
Fig. 2 is not for the precast assembly wallboard side schematic view of vertical groove;
Fig. 3 is the precast assembly wallboard end face schematic diagram with vertical groove;
Fig. 4 is the precast assembly wallboard side schematic view with vertical groove;
Fig. 5 is the vertical connection diagram between the precast assembly wallboard;
Fig. 6 is the vertical connection diagram between precast assembly wallboard and the floor;
Fig. 7 is the horizontal connection diagram when not building core grouted concrete between the precast assembly wallboard;
Fig. 8 is for building the horizontal connection diagram behind the core grouted concrete between the precast assembly wallboard;
Fig. 9 is the horizontal connection diagram of assembled wallboard body of wall that adopts the horizontal reinforcement cage among the embodiment 2;
Figure 10 is assembled wallboard and the floor connection diagram that adopts the horizontal reinforcement cage among the embodiment 2;
Figure 11 is the schematic perspective view of integrally assembled wallboard wall.
Description of reference numerals is as follows among the figure:
1-is used for the vertical reinforcement 2-precast assembly wallboard 3-vertical reinforcement 4-horizontal reinforcement of anchoring
The vertical groove 9-of the vertical hole 8-of 5-core grouted concrete 6-floor 7-horizontal groove
The specific embodiment:
For example the utility model is done more detailed description below in conjunction with accompanying drawing.
Embodiment 1:
Integrally assembled wallboard wall, as shown in Figure 7, body of wall adopts precast assembly wallboard 2, horizontal reinforcement or horizontal reinforcement cage 4, vertical reinforcement 3, the core grouted concrete of two ends band groove to form.Wherein can also both sides to establish vertical groove (shown in Fig. 3,4) the precast assembly wallboard length of son be 800mm to the precast assembly wallboard, highly be 1500mm, thickness is 200mm, and vertical hole is set in wallboard, and is provided with and the parallel horizontal groove in long limit at precast assembly wallboard end face.Vertical reinforcement is distributed in the vertical hole of wallboard, and horizontal reinforcement is distributed in the horizontal groove of precast assembly wallboard.Whole prefabricated panel inserts vertical hole and is connected with agent structure at cast-in-place core grouted concrete by being reserved in anchor bar on floor or the basis, shown in Fig. 6,7.
Embodiment 2:
Integrally assembled wallboard wall adopts precast assembly wallboard 2, horizontal reinforcement cage 4, vertical reinforcement 3, the core grouted concrete of two ends band groove to form. wherein the precast assembly wallboard can also both sides establish son vertically groove (as shown in Figure 1, 2) precast assembly wallboard length be 800mm, highly be 1500mm, thickness is 200mm, vertical hole is set in wallboard, and is provided with and the parallel horizontal groove in long limit at precast assembly wallboard end face.The horizontal reinforcement cage comprises horizontal reinforcement and stirrup.Vertical reinforcement is distributed in the vertical hole of wallboard, and horizontal reinforcement is distributed in the horizontal groove of precast assembly wallboard, shown in Fig. 8,9.Whole prefabricated panel inserts vertical hole and is connected with agent structure at cast-in-place core grouted concrete by being reserved in anchor bar on floor or the basis.

Claims (2)

1. integrally assembled wallboard wall, it is characterized in that: body of wall is formed (5) by precast assembly wallboard (2), horizontal reinforcement or horizontal reinforcement cage (4), vertical reinforcement (3), core grouted concrete; Precast assembly wallboard length is 800mm to 3000mm, highly is 400mm to 3000mm, and width is 200 to 400mm, and vertical hole (7) is set in wallboard, and is provided with and the parallel horizontal groove in long limit at precast assembly wallboard end face; Vertical reinforcement (3) is distributed in the vertical hole of wallboard, and horizontal reinforcement or horizontal reinforcement cage are distributed in the horizontal groove (9) of precast assembly building block; At every layer of precast assembly wallboard end face cast-in-place collar tie beam can be set; Whole prefabricated panel is connected with agent structure at cast-in-place core grouted concrete by the vertical hole of anchor bar (1) insertion that is reserved on floor or the basis.
2. integrally assembled wallboard wall according to claim 1 is characterized in that: vertical groove (8) can be set in precast assembly wallboard both sides.
CN2010201115974U 2010-02-10 2010-02-10 Assembled monolithic wallboard wall Expired - Fee Related CN201687105U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN2010201115974U CN201687105U (en) 2010-02-10 2010-02-10 Assembled monolithic wallboard wall

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN2010201115974U CN201687105U (en) 2010-02-10 2010-02-10 Assembled monolithic wallboard wall

Publications (1)

Publication Number Publication Date
CN201687105U true CN201687105U (en) 2010-12-29

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Family Applications (1)

Application Number Title Priority Date Filing Date
CN2010201115974U Expired - Fee Related CN201687105U (en) 2010-02-10 2010-02-10 Assembled monolithic wallboard wall

Country Status (1)

Country Link
CN (1) CN201687105U (en)

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN101831970A (en) * 2010-02-10 2010-09-15 黄靓 Integrally assembled wallboard wall and construction method thereof
CN105908875A (en) * 2016-06-14 2016-08-31 安徽帕勒蒙住宅工业化科技有限公司 Quick assembly type prefabricated concrete wall unit
CN109339254A (en) * 2018-11-22 2019-02-15 北京中标立群装配式建筑科技有限公司 A kind of vertical group's assembled wallboard connecting joint structure and its construction method

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN101831970A (en) * 2010-02-10 2010-09-15 黄靓 Integrally assembled wallboard wall and construction method thereof
CN105908875A (en) * 2016-06-14 2016-08-31 安徽帕勒蒙住宅工业化科技有限公司 Quick assembly type prefabricated concrete wall unit
CN105908875B (en) * 2016-06-14 2018-05-08 安徽帕勒蒙住宅工业化科技有限公司 It is fast to spell formula precast concrete wall unit
CN109339254A (en) * 2018-11-22 2019-02-15 北京中标立群装配式建筑科技有限公司 A kind of vertical group's assembled wallboard connecting joint structure and its construction method

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C14 Grant of patent or utility model
GR01 Patent grant
CF01 Termination of patent right due to non-payment of annual fee

Granted publication date: 20101229

Termination date: 20180210

CF01 Termination of patent right due to non-payment of annual fee