CN205243061U - Reinforced structure of old building - Google Patents

Reinforced structure of old building Download PDF

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Publication number
CN205243061U
CN205243061U CN201520986953.XU CN201520986953U CN205243061U CN 205243061 U CN205243061 U CN 205243061U CN 201520986953 U CN201520986953 U CN 201520986953U CN 205243061 U CN205243061 U CN 205243061U
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CN
China
Prior art keywords
old building
prefabricated component
floor
wall board
building
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Active
Application number
CN201520986953.XU
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Chinese (zh)
Inventor
杨孝
易富连
高金少
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Guangdong East Building Science and Technology Development Co.,Ltd.
Guangdong Zhongqing Construction Technology Co ltd
Original Assignee
Dongguan Shengte Construction Technology Development Co Ltd
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Priority to CN201520986953.XU priority Critical patent/CN205243061U/en
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Publication of CN205243061U publication Critical patent/CN205243061U/en
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Abstract

The utility model relates to a building repair technology field discloses a reinforced structure of old building, including setting up in the outer prefab of old building both sides at least, outer prefab and old building fixed connection, be connected with at least one horizontal straining beam between the outer prefab of both sides, outer prefab includes the longitudinal wall board, widens the floor and is connected side wall board as an organic whole with the longitudinal wall board, widen the fixed connection of floor and longitudinal wall board, side wall board, this reinforced structure is mainly consolidated the overall framework of old building, when consolidating the operation, need not not the resident family move, the component all adopts prefabricated the completion, so shortened construction period greatly, the cost is low, simultaneously, has still increased usable floor area.

Description

A kind of ruggedized construction of old building
Technical field
The utility model relates to building recovery technique field, relates in particular to a kind of ruggedized construction of old building.
Background technology
Along with China's growth in the living standard, in city, there is large-area old building, these old buildings are along with increase and the construction process level at that time in building time are limited, shock resistance is poor, can not simply remove reconstruction for these old buildings, in order to save cost, some old buildings are transformed, be quite necessary.
Existing reinforcement technique is, for Aseismatic Reinforcement, generally adopting maximum to body of wall is to adopt armored concrete board wall or bar-mat reinforcement mortar surface layer to add thick wall body to reinforce; But these two kinds of methods all need building interior body of wall to reinforce; For the old building of house class, two kinds of methods above just mean need to carry out the resettlement of resident family, also needs to destroy building interior finishing, exists a large amount of situ wet effects, and the duration is longer, and cost is higher; And because body of wall is thickened, building usable floor area is also subject to the impact of certain degree, and the therefore reinforcing to old house is badly in need of having a kind of new Shockproof reinforcing method.
Summary of the invention
The purpose of this utility model is for the deficiencies in the prior art, and a kind of ruggedized construction of old building is provided, and this ruggedized construction has advantages of that the duration is short, cost is low and increases usable floor area.
For achieving the above object, the ruggedized construction of a kind of old building of the present utility model, comprises the outer prefabricated component that is at least arranged at old building both sides, and described outer prefabricated component is fixedly connected with old building, is connected with at least one horizontal straining beam between the outer prefabricated component of described both sides; The framed side wallboard that described outer prefabricated component comprises vertical wallboard, widens floor and connect as one with vertical wallboard, described in widen floor and be fixedly connected with vertical wallboard, framed side wallboard.
Further, the medial surface of described outer prefabricated component and the spandrel girder of old building are fixedly connected with.
Further, described horizontal straining beam is provided with more than two or two.
Further, described horizontal straining beam is arranged at the middle part of prefabricated component.
Further, described outer prefabricated component also comprises Side fascia, described Side fascia with widen floor and be fixedly connected with framed side wallboard.
The beneficial effects of the utility model: the ruggedized construction of a kind of old building of the present utility model, comprise the outer prefabricated component that is at least arranged at old building both sides, described outer prefabricated component is fixedly connected with old building, is connected with at least one horizontal straining beam between the outer prefabricated component of described both sides; The framed side wallboard that described outer prefabricated component comprises vertical wallboard, widens floor and connect as one with vertical wallboard, described in widen floor and be fixedly connected with vertical wallboard, framed side wallboard; This ruggedized construction is mainly reinforced the general frame of old building, in the time reinforcing operation, need not resident family move, and described member all adopts prefabricated completing, so greatly shortened the construction period, cost is low, meanwhile, has also increased usable floor area.
Brief description of the drawings
Fig. 1 is plane of the present utility model.
Fig. 2 is that A-A of the present utility model is to cutaway view.
Reference numeral comprises:
Outer prefabricated component--1, vertical wallboard--11, widen floor--12, framed side wallboard--13, Side fascia--14,
Laterally straining beam--2, old building--3.
Detailed description of the invention
Below in conjunction with accompanying drawing, the utility model is described in detail.
Referring to Fig. 1 to Fig. 2, a kind of ruggedized construction of old building, comprises the outer prefabricated component 1 that is at least arranged at old building 3 both sides, and described outer prefabricated component 1 is fixedly connected with old building 3, is connected with at least one horizontal straining beam 2 between the outer prefabricated component 1 of described both sides; Described outer prefabricated component 1 comprises vertical wallboard 11, the framed side wallboard 13 of widening floor 12 and connecting as one with vertical wallboard 11, described in widen floor 12 and be fixedly connected with vertical wallboard 11, framed side wallboard 13; This ruggedized construction is mainly reinforced the general frame of old building 3, in the time reinforcing operation, need not resident family move, described member all adopts prefabricated completing, so greatly shortened the construction period, cost is low, simultaneously, widen floor 12 owing to having increased, resident family can utilize and widen floor 12 and carry out the expansion of balcony or careat, has increased usable floor area.
In general, the main load-bearing of chamber is room beam, and in the technical program, the medial surface of described outer prefabricated component 1 is fixedly connected with the spandrel girder of old building 3. Because spandrel girder has larger bearing load, and spandrel girder be easy to construction, prefabricated component is connected with spandrel girder, there is best consolidation effect.
For wider old building 3, in order to increase its reliability, in the technical program, described horizontal straining beam 2 is provided with more than two or two. That is, utilize multiple horizontal straining beams 2 jointly to reinforce, improve the reliability of reinforcing.
In the technical program, described horizontal straining beam 2 is arranged at the middle part of prefabricated component. This situation is applicable to have the old building 3 of hollow structure.
In the technical program, described outer prefabricated component 1 also comprises Side fascia 14, described Side fascia 14 with widen floor 12 and be fixedly connected with framed side wallboard 13. Described Side fascia 14 can adopt the systems of building such as wooden wallboard or hollow brick, and it is lightweight, reduces the load of outer prefabricated component 1.
Above content is only preferred embodiment of the present utility model, for those of ordinary skill in the art, according to thought of the present utility model, all will change in specific embodiments and applications, this description should not be construed as restriction of the present utility model.

Claims (5)

1. a ruggedized construction for old building, comprises the outer prefabricated component that is at least arranged at old building both sides, it is characterized in that: described outer prefabricated component is fixedly connected with old building, is connected with at least one horizontal straining beam between the outer prefabricated component of described both sides; The framed side wallboard that described outer prefabricated component comprises vertical wallboard, widens floor and connect as one with vertical wallboard, described in widen floor and be fixedly connected with vertical wallboard, framed side wallboard.
2. the ruggedized construction of a kind of old building according to claim 1, is characterized in that: the medial surface of described outer prefabricated component is fixedly connected with the spandrel girder of old building.
3. the ruggedized construction of a kind of old building according to claim 1, is characterized in that: described horizontal straining beam is provided with more than two or two.
4. the ruggedized construction of a kind of old building according to claim 1, is characterized in that: described horizontal straining beam is arranged at the middle part of prefabricated component.
5. according to the ruggedized construction of a kind of old building described in claim 1~4 any one, it is characterized in that: described outer prefabricated component also comprises Side fascia, described Side fascia with widen floor and be fixedly connected with framed side wallboard.
CN201520986953.XU 2015-12-02 2015-12-02 Reinforced structure of old building Active CN205243061U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201520986953.XU CN205243061U (en) 2015-12-02 2015-12-02 Reinforced structure of old building

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201520986953.XU CN205243061U (en) 2015-12-02 2015-12-02 Reinforced structure of old building

Publications (1)

Publication Number Publication Date
CN205243061U true CN205243061U (en) 2016-05-18

Family

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Family Applications (1)

Application Number Title Priority Date Filing Date
CN201520986953.XU Active CN205243061U (en) 2015-12-02 2015-12-02 Reinforced structure of old building

Country Status (1)

Country Link
CN (1) CN205243061U (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN113863756A (en) * 2021-11-15 2021-12-31 东莞理工学院 Three-phase adjacent structure damping control system suitable for building compact area

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN113863756A (en) * 2021-11-15 2021-12-31 东莞理工学院 Three-phase adjacent structure damping control system suitable for building compact area
CN113863756B (en) * 2021-11-15 2022-09-13 东莞理工学院 Three-phase adjacent structure damping control system suitable for building compact area

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Address after: 523000 room 306, Yongjia building, 83 Guan Long Road, Dongcheng District, Dongguan, Guangdong.

Patentee after: GUANGDONG ZHONGQING CONSTRUCTION TECHNOLOGY CO.,LTD.

Address before: 523000 room 306, Yongjia building, 83 Guan Long Road, Dongcheng District, Dongguan, Guangdong.

Patentee before: Guangdong East Building Science and Technology Development Co.,Ltd.

Address after: 523000 room 306, Yongjia building, 83 Guan Long Road, Dongcheng District, Dongguan, Guangdong.

Patentee after: Guangdong East Building Science and Technology Development Co.,Ltd.

Address before: 523000 room 306, Yongjia building, 83 Guan Long Road, Dongcheng District, Dongguan, Guangdong.

Patentee before: DONGGUAN SHENGTE BUILDING TECHNOLOGY DEVELOPMENT Co.,Ltd.