CN1038058C - Fastening technique for integral hoisting rib plate concrete - Google Patents

Fastening technique for integral hoisting rib plate concrete Download PDF

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Publication number
CN1038058C
CN1038058C CN91109466A CN91109466A CN1038058C CN 1038058 C CN1038058 C CN 1038058C CN 91109466 A CN91109466 A CN 91109466A CN 91109466 A CN91109466 A CN 91109466A CN 1038058 C CN1038058 C CN 1038058C
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China
Prior art keywords
wall
rib
concrete
slabs
houses
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Expired - Fee Related
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CN91109466A
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Chinese (zh)
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CN1063135A (en
Inventor
侯泉源
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Individual
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Individual
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Priority to CN91109466A priority Critical patent/CN1038058C/en
Publication of CN1063135A publication Critical patent/CN1063135A/en
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Publication of CN1038058C publication Critical patent/CN1038058C/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

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Abstract

The present invention relates to a fastening technique for integrally hoisting rib slab concrete, which is a hollow wall construction method and suitable for building civil architectures, such as multi-storey houses, office buildings, hotels, etc. Precast concrete slabs with longitudinal and transversal ribs are used and assembled on site. Each room is integrally hoisted, and no mould support slabs, appliances or scaffolds are used. Each vertical and transverse node is anchored by concrete, so a dark framework entirety is formed in the wall. The wall can bear load, and the bearing area of the wall can be optionally adjusted during production. The slabs are all produced in a factory, and have the advantages of high construction speed, high structural strength and good integrity. The manufacturing cost is lower 30% than that of similar houses, and the performances of sound insulation, heat insulation, leakage prevention and shock resistance are all superior to those of common houses.

Description

The big plate hollow wall of wall rib
The present invention relates to a kind of hollow wall, in particular for building the architectural big plate hollow walls of wall rib such as dwelling house, hotel, office building.
At present, architectural bodies of wall such as dwelling house, hotel, office building mostly are brick mix structure greatly, and the body of wall of this structure needs the brick amount bigger, and brickmaking needs a large amount of clays, and this just need destroy a large amount of arable lands unavoidably.Chinese patent application CN85102407A and CN87103460A disclose two kinds of hollow walls, these two kinds of hollow walls all are assembled by core, bolt or anchor clamps with platelet, every face wall body seam is more, all need plaster in the two sides of body of wall, waterproof and poor seismic behavior, can not be used on the highrise building, the scope of application is wideless.All need scaffold erecting during the wall construction of above-mentioned two kinds of structures, take a lot of work, time-consuming, cost is higher.
The object of the present invention is to provide a kind of need not be brick, waterproof and anti-seismic performance is strong, the scope of application is wide, cost the is low big plate hollow wall of wall rib.
The characteristics of the big plate hollow wall of wall rib of the present invention are, it is spliced by two wallboards, and the wall rib as reinforcing rib is arranged on the inner surface of two wallboards, and the wall rib on the every pair of wallboard inner surface splices relatively, and every pair of wallboard splicing its top, back and both sides all are formed with groove.The cavity internal frame that the vertical groove butt joint back of the adjacent side of every pair of wallboard of joining forms is provided with reinforcing bar, and is cast with concrete, so that form framework.
The wallboard of the big plate hollow wall of wall rib of the present invention is the big plate of prefabricated concrete, and this plate one-sided smooth is smooth, and one side three limits and centre have the wall rib.Big plate can be divided into inner wall panel and side fascia, and big plate thickness is generally 3cm.Inner wall panel one cross rib apart from plate along 16~20cm, the perpendicular rib in both sides apart from plate along 5~10cm.Side fascia one cross rib apart from plate along 16~20cm, the perpendicular rib in both sides apart from plate along 15~20cm.The rib height is 7cm.Require the suitably quantity of increase and decrease rib according to different levels and different designs, to satisfy different requirement of strength.But three limit ribs are constant, and perpendicular rib generally can evenly distribute.Each buttress wall is combined by two blocks of big plates.
The big plate hollow wall of wall rib of the present invention has following advantage:
1, because body of wall of the present invention need not be brick, and adopt the big plate of two layers of walls rib to be spliced, seam is few, and waterproof and anti-seismic performance are strong, and high and low layer is architectural all can be used, applied widely;
2, because body of wall of the present invention is that the big plate of two layers of walls rib is spliced, need not scaffold erecting during construction, save time, the saving of labor, and short construction period, cost are low.Adopt the big board wall body of wall rib of the present invention can save construction cost 30% according to measuring and calculating, shorten the engineering time 90%.
Below in conjunction with drawings and Examples the present invention is described in further detail:
Fig. 1 is the wallboard schematic diagram of the big plate hollow wall of wall rib;
Fig. 2 is the angle node schematic diagram of the big plate hollow wall of wall rib;
Fig. 3 is the big plate hollow wall of wall rib " T " font node schematic diagram;
Fig. 4 is upper and lower layer wallboard connection diagram.
See Fig. 1~Fig. 4, the big plate in the big plate hollow wall of wall rib of the present invention adopts cement, yellow sand, stone to add water in proportion and stirs and be equipped with reinforcing bar and carry out the template cast, utilizes steam-cured batch production production after jolt ramming.Wallboard (Fig. 1) is transported to the building site and carries out on-site consolidation.Every room is a unit during assembly unit, proofread and correct the vertical and levelness in its plane after, integral hoisting, inside and outside wall board is harmonious, rib is relative with rib.After treating that one deck is all on board, can in the space (Fig. 2,3) that space (Fig. 4) that cross rib forms and both sides rib form, set up suitable reinforcing bar according to designing requirement, and fluid concrete carries out anchoring.The space that cross rib forms promptly becomes collar tie beam, and the space that the perpendicular rib in both sides forms promptly becomes column, makes collar tie beam, column, inside and outside wall board stick into one, forms hollow wall, has formed a dark framework integral body in the body of wall.

Claims (3)

1, the big plate hollow wall of wall rib, it is characterized in that being spliced by two wallboards, wall rib as reinforcing rib is arranged on the inner surface of two wallboards, wall rib on the every pair of wallboard inner surface splices relatively, its top and both sides are formed with groove after every pair of wallboard splicing, the vertical groove butt joint of the adjacent side of the every pair of wallboard that joins and the cavity internal frame that forms is provided with reinforcing bar and is cast with concrete is to form framework.
2, body of wall according to claim 1, the vertical groove butt joint of the adjacent sides of two pairs of wallboards that it is characterized in that joining and the cavity internal frame that forms is provided with reinforcing bar, and be cast with concrete, to form framework.
3, body of wall according to claim 1, the vertical groove butt joint of the adjacent sides of three pairs of wallboards that it is characterized in that joining and the cavity internal frame that forms is provided with reinforcing bar, and be cast with concrete, to form framework.
CN91109466A 1991-09-24 1991-09-24 Fastening technique for integral hoisting rib plate concrete Expired - Fee Related CN1038058C (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN91109466A CN1038058C (en) 1991-09-24 1991-09-24 Fastening technique for integral hoisting rib plate concrete

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN91109466A CN1038058C (en) 1991-09-24 1991-09-24 Fastening technique for integral hoisting rib plate concrete

Publications (2)

Publication Number Publication Date
CN1063135A CN1063135A (en) 1992-07-29
CN1038058C true CN1038058C (en) 1998-04-15

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Application Number Title Priority Date Filing Date
CN91109466A Expired - Fee Related CN1038058C (en) 1991-09-24 1991-09-24 Fastening technique for integral hoisting rib plate concrete

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Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN100392197C (en) * 2006-01-27 2008-06-04 贵州大学 Ribbed grid-like reinforced concrete shear wall and making method thereof

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN111241644B (en) * 2019-12-31 2023-12-01 深圳市华阳国际工程设计股份有限公司 Reinforcing bar information generation method and device based on board drawing and computer storage medium

Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US2882712A (en) * 1955-06-16 1959-04-21 John A Carlson Preformed and bonded masonry wall structure

Patent Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US2882712A (en) * 1955-06-16 1959-04-21 John A Carlson Preformed and bonded masonry wall structure

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN100392197C (en) * 2006-01-27 2008-06-04 贵州大学 Ribbed grid-like reinforced concrete shear wall and making method thereof

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Publication number Publication date
CN1063135A (en) 1992-07-29

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