CN106121034A - A kind of overlapping assembled integral basement without the solid floor system of beam - Google Patents

A kind of overlapping assembled integral basement without the solid floor system of beam Download PDF

Info

Publication number
CN106121034A
CN106121034A CN201610659691.5A CN201610659691A CN106121034A CN 106121034 A CN106121034 A CN 106121034A CN 201610659691 A CN201610659691 A CN 201610659691A CN 106121034 A CN106121034 A CN 106121034A
Authority
CN
China
Prior art keywords
cast
cap
overlapping
place
prefabricated
Prior art date
Application number
CN201610659691.5A
Other languages
Chinese (zh)
Inventor
张剑
Original Assignee
长沙远大住宅工业集团股份有限公司
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by 长沙远大住宅工业集团股份有限公司 filed Critical 长沙远大住宅工业集团股份有限公司
Priority to CN201610659691.5A priority Critical patent/CN106121034A/en
Publication of CN106121034A publication Critical patent/CN106121034A/en

Links

Classifications

    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D29/00Independent underground or underwater structures; Retaining walls
    • E02D29/045Underground structures, e.g. tunnels or galleries, built in the open air or by methods involving disturbance of the ground surface all along the location line; Methods of making them
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04BGENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/0007Base structures; Cellars
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04BGENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/0007Base structures; Cellars
    • E04B1/0015Cellars constructed from prefabricated units
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04BGENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B2/00Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
    • E04B2/84Walls made by casting, pouring, or tamping in situ
    • E04B2/86Walls made by casting, pouring, or tamping in situ made in permanent forms
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04BGENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B5/00Floors; Floor construction with regard to insulation; Connections specially adapted therefor
    • E04B5/43Floor structures of extraordinary design; Features relating to the elastic stability; Floor structures specially designed for resting on columns only, e.g. mushroom floors
    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D2300/00Materials
    • E02D2300/0004Synthetics
    • E02D2300/0018Cement used as binder
    • E02D2300/002Concrete

Abstract

A kind of overlapping assembled integral basement without the solid floor system of beam, basement bottom board is full cast-in-place concrete base plate or prefabricated overlapping base plate, basement side wall is prefabricated overlapping sandwich wall, some cast-in-place posts it are provided with in the middle of basement, on cast-in-place post, there is cap, basement roof and negative n-layer use and overlap solid superstructure without beam, and wherein n is natural number, overlap solid superstructure without beam and connect into entirety with the prefabricated overlapping sandwich wall top of side wall and the cap of cast-in-place post by cast-in-place.The present invention gives full play to that prefabrication quality is good, speed is fast, efficiency is high, good environmental protection and cast-in-place good integrity, advantage that structural strength is high, the shortcoming overcoming both, maximize favourable factors and minimize unfavourable ones, the scene that realizes is without modular construction, and earth volume is little, and cost of labor is with the cost of material is low, construction speed is fast, quality controllable, non-environmental-pollution, technical performance is excellent.

Description

A kind of overlapping assembled integral basement without the solid floor system of beam
Technical field
The invention belongs to construction engineering technical field, be specifically related to a kind of overlapping assembled integral basement.
Background technology
It is known that traditional architecture basement engineering all uses cast-in-place concrete structure, this is accomplished by excavating sufficiently large Subterranean excavation, with ensure on-the-spot raw material stacking, concrete transportation, formwork, pour, vibrate, maintenance, folding mould etc. are executed on a large scale Work working place, therefore the earthwork amount of digging is big, and backfill amount is the biggest.It is all to complete at the scene due to all working, all wallboards and top Plate is intended to configuration template, and template could be removed after concrete is fully achieved intensity, therefore, and template, scaffold demand Greatly, long construction period, the most, all raw material all transports to scene with bulk form, pollutes environment, causes waste of raw materials, Cost of labor is high, and concrete cast-in-site manually vibrates, operation easier is big, it is desirable to high, slightly vibrates unreal, will stay Leakage hidden trouble.Additionally, cast-in-place concrete quality is uncontrollable, curing condition is poor, and concrete occurs that the probability of micro-crack is big, Later stage rainwater can pass through micro-crack seepage, affects construction quality.
Summary of the invention
The present invention to solve technical problem is that: solves the problem that above-mentioned prior art exists, and provides a kind of real without beam The overlapping assembled integral basement of heart floor system, gives full play to that prefabrication quality is good, speed is fast, efficiency is high, the feature of environmental protection Can good and cast-in-place good integrity, advantage that structural strength is high, the shortcoming overcoming both, maximize favourable factors and minimize unfavourable ones, it is achieved on-the-spot without modularity Construction, earth volume is little, and cost of labor is with the cost of material is low, and construction speed is fast, and quality controllable, non-environmental-pollution, technical performance is excellent Good.
The technical solution used in the present invention is: a kind of overlapping assembled integral basement without the solid floor system of beam, ground Lower room base plate is full cast-in-place concrete base plate or prefabricated overlapping base plate, and basement side wall is prefabricated overlapping sandwich wall, in basement Between be provided with some cast-in-place posts, cast-in-place post has cap, basement roof and negative n-layer use without beam overlapping solid superstructure, wherein n For natural number, overlap solid superstructure without beam and be connected by cast-in-place with the cap of the prefabricated overlapping sandwich wall top of side wall and cast-in-place post Integral.
In technique scheme, the cap of described cast-in-place post is overlapping cap, including prefabricated post cap portion and cast-in-place cap Part.
In technique scheme, described is made up of polylith Prefabricated stacking floor without the beam solid superstructure of overlapping, and every piece prefabricated Laminated floor slab includes again laminated floor slab preformed layer and laminated floor slab in-situ layer;Prefabricated overlapping building between two adjacent cast-in-place post caps Plate two ends are directly overlapped on cap, and connection has distributing bar;And be connected between Prefabricated stacking floor with Prefabricated stacking floor There is piece reinforcing bar;The cast-in-place cap part of cap passes through cast-in-place concrete integrated connection molding together with laminated floor slab in-situ layer.
In technique scheme, the cap of described cast-in-place post uses bright cap and/or sleeper cap.
In technique scheme, described prefabricated overlapping base plate includes base plate preformed layer and base plate in-situ layer.
In technique scheme, described prefabricated overlapping sandwich wall includes prefabricated siphonal lobe wall, prefabricated internal lobe wall and cast-in-place sandwiched Layer.
The overlapping assembled integral basement of the present invention, by a prefabrication part, the cast-in-place part of on-the-spot overlapping, fills Distribution waves that prefabrication quality is good, speed is fast, efficiency is high and cast-in-site good integrity, advantage that structural strength is high, overcomes two The shortcoming of person, maximizes favourable factors and minimizes unfavourable ones, and changes that traditional cast-in-place basement earth volume is big, constructional difficulties, and cost is high, cycle length, efficiency is low, The original backward state that waste of raw materials is many, environmental pollution is serious, it is achieved that on-the-spot without templating construction, earth volume is little, manually Cost is with the cost of material is low, and construction speed is fast, quality controllable, and non-environmental-pollution is high-quality and efficient, and has excellent water proofing property Energy.
With area as 10431m2Basement as a example by, 40 days conventional art durations, 10 days present invention durations, conventional art Workman 156 people, the present invention only needs 82 people, template used amount to greatly reduce, and scaffold consumption also reduces, and artificial measures is few, masonry Plastering few, speed of application improves four times, civilized construction, good environmental protection.As a example by construction costs, form work engineering cost of the present invention Can reduce by 100 yuan/m2, cast in place reinforced bar, concrete works cost reduce by 127 yuan/m2, waterproofing work cost reduces by 87/ m2, build Body and plastering engineering cost reduce by 29 yuan/m2, scaffolding work expense reduces by 30 yuan/m2, other measure item cost reduce 25 Unit/m2.Therefore, the overlapping assembled basement of the present invention reduces 398 yuan/m of construction costs than conventional art construction basement2
The present invention is produced as flexible intelligent production line operation, and production efficiency is high, low cost, the transporter of the present invention Just, efficiently, low cost;The construction of the present invention is simple to operation, and construction quality is controlled, and integrated cost is low, flat appearance, water proofing property Can be good, total quality is excellent.
Accompanying drawing illustrates:
Fig. 1 is overall structure schematic diagram of the present invention;
Fig. 2 is without beam solid floor system floor map.
Reference:
1 basement bottom board, 2 basement side walls, 3 cast-in-place posts, 4 caps, 5 laminated floor slab preformed layers, 6 overlapping buildings Plate in-situ layer, 8 prefabricated post cap portions, 9 cast-in-place cap parts, 10 piece reinforcing bars.
Detailed description of the invention:
Seeing Fig. 1, Fig. 2, the overlapping assembled integral basement without the solid floor system of beam of the present invention, basement bottom board is complete Cast-in-place concrete base plate or prefabricated overlapping base plate, basement side wall is prefabricated overlapping sandwich wall, is provided with some existing in the middle of basement Watering post, cast-in-place post has cap, basement roof and negative n-layer and uses without the beam solid superstructure of overlapping, wherein n is natural number, nothing The cap of the beam solid superstructure of overlapping and the prefabricated overlapping sandwich wall top of side wall and cast-in-place post is by the cast-in-place entirety that connects into, described The cap of cast-in-place post is overlapping cap, and including prefabricated post cap portion and cast-in-place cap part, described overlaps solid superstructure without beam Being made up of polylith Prefabricated stacking floor, every piece of Prefabricated stacking floor includes again laminated floor slab preformed layer and laminated floor slab in-situ layer; Prefabricated stacking floor two ends between two adjacent cast-in-place post caps are directly overlapped on cap, and connection has distributing bar;And it is pre- It is connected between laminated floor slab processed and Prefabricated stacking floor and has piece reinforcing bar;The cast-in-place cap part of cap and laminated floor slab in-situ layer Together by cast-in-place concrete integrated connection molding, the cap of described cast-in-place post uses bright cap and/or sleeper cap, and described is pre- System overlapping base plate include base plate preformed layer and base plate in-situ layer, described prefabricated overlapping sandwich wall include prefabricated siphonal lobe wall, prefabricated in Leaf wall and cast-in-place sandwiched layer.

Claims (6)

1. the overlapping assembled integral basement without the solid floor system of beam, it is characterised in that: basement bottom board is complete existing Pouring concrete base plate or prefabricated overlapping base plate, basement side wall is prefabricated overlapping sandwich wall, is provided with some cast-in-place in the middle of basement Post, cast-in-place post has cap, basement roof and negative n-layer and uses without the beam solid superstructure of overlapping, and wherein n is natural number, without beam Overlap that the cap of the prefabricated overlapping sandwich wall top of solid superstructure and side wall and cast-in-place post is existing connects into entirety by watering.
Overlapping assembled integral basement without the solid floor system of beam the most according to claim 1, it is characterised in that: institute The cap stating cast-in-place post is overlapping cap, including prefabricated post cap portion and cast-in-place cap part.
Overlapping assembled integral basement without the solid floor system of beam the most according to claim 1, it is characterised in that: institute That states is made up of polylith Prefabricated stacking floor without the beam solid superstructure of overlapping, and every piece of Prefabricated stacking floor includes that again laminated floor slab is prefabricated Layer and laminated floor slab in-situ layer;Prefabricated stacking floor two ends between the cap of two adjacent cast-in-place posts are directly overlapped on cap, And connection has distributing bar;And be connected between Prefabricated stacking floor with Prefabricated stacking floor and have piece reinforcing bar;The cast-in-place post of cap Cap portion passes through cast-in-place concrete integrated connection molding together with laminated floor slab in-situ layer.
Overlapping assembled integral basement without the solid floor system of beam the most according to claim 1, it is characterised in that: institute The cap stating cast-in-place post uses bright cap and/or sleeper cap.
Overlapping assembled integral basement without the solid floor system of beam the most according to claim 1, it is characterised in that: institute The prefabricated overlapping base plate stated includes base plate preformed layer and base plate in-situ layer.
Overlapping assembled integral basement without the solid floor system of beam the most according to claim 1, it is characterised in that: institute State prefabricated overlapping sandwich wall and include prefabricated siphonal lobe wall, prefabricated internal lobe wall and cast-in-place sandwiched layer.
CN201610659691.5A 2016-08-12 2016-08-12 A kind of overlapping assembled integral basement without the solid floor system of beam CN106121034A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201610659691.5A CN106121034A (en) 2016-08-12 2016-08-12 A kind of overlapping assembled integral basement without the solid floor system of beam

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201610659691.5A CN106121034A (en) 2016-08-12 2016-08-12 A kind of overlapping assembled integral basement without the solid floor system of beam

Publications (1)

Publication Number Publication Date
CN106121034A true CN106121034A (en) 2016-11-16

Family

ID=57258915

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201610659691.5A CN106121034A (en) 2016-08-12 2016-08-12 A kind of overlapping assembled integral basement without the solid floor system of beam

Country Status (1)

Country Link
CN (1) CN106121034A (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN107386431A (en) * 2017-08-30 2017-11-24 刘祥锦 A kind of plate-column structure assembling system and its floor prefabricated components

Citations (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH10204985A (en) * 1997-01-28 1998-08-04 Kumagai Gumi Co Ltd Constructing method for column and plumbing jig
CN101230607A (en) * 2007-01-28 2008-07-30 邱则有 Structure combination parts for hollow slab
CN103741714A (en) * 2013-12-09 2014-04-23 中国建筑第二工程局有限公司 Construction method for full cover-excavation reverse method of underground engineering
CN104032854A (en) * 2014-05-15 2014-09-10 中国建筑股份有限公司 Assembly-type T-shaped mixed coupled wall and construction method thereof
CN203821596U (en) * 2014-04-21 2014-09-10 张建忠 Assembled house system built by prefabricated slabs
CN104153463A (en) * 2014-08-11 2014-11-19 江苏中南建筑产业集团有限责任公司 Assembled integrated frame system and construction method thereof

Patent Citations (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH10204985A (en) * 1997-01-28 1998-08-04 Kumagai Gumi Co Ltd Constructing method for column and plumbing jig
CN101230607A (en) * 2007-01-28 2008-07-30 邱则有 Structure combination parts for hollow slab
CN103741714A (en) * 2013-12-09 2014-04-23 中国建筑第二工程局有限公司 Construction method for full cover-excavation reverse method of underground engineering
CN203821596U (en) * 2014-04-21 2014-09-10 张建忠 Assembled house system built by prefabricated slabs
CN104032854A (en) * 2014-05-15 2014-09-10 中国建筑股份有限公司 Assembly-type T-shaped mixed coupled wall and construction method thereof
CN104153463A (en) * 2014-08-11 2014-11-19 江苏中南建筑产业集团有限责任公司 Assembled integrated frame system and construction method thereof

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN107386431A (en) * 2017-08-30 2017-11-24 刘祥锦 A kind of plate-column structure assembling system and its floor prefabricated components

Similar Documents

Publication Publication Date Title
CN103015565B (en) Prefabricated and assembled type integrated reinforced concrete load bearing wall and building construction method
CN100386487C (en) Multi-rib structure system and its connection construction method
CN104005502B (en) A kind of precast light building cover board and industrialized building house floor slab structure
CN104805866B (en) Prefabricated pipe gallery and construction method
CN103883034B (en) A kind of fabricated shear wall of belt edge confining part and wall-beam syndeton
CN105971159B (en) A kind of masonry shell mechanism in 3D printing reinforced masonry shear wall
CN100416010C (en) Joint construction method of prefabricated composite bearing wall structure
CN203113580U (en) Concrete laminated slab with steel bar trusses
CN103243838B (en) Connection structure of integrally assembled concrete frame and shear wall
CN202012136U (en) U-shaped closed rib connection structure for horizontal seam of assembling shear wall structure
Tam Cost effectiveness of using low cost housing technologies in construction
WO2017206411A1 (en) Full-prefabricated superimposed assembly-type underground pipe gallery and connection node thereof
CN105839667B (en) The construction manufacture craft of complete prefabricated overlapping assembled underground pipe gallery
CN203808283U (en) Assembly type housing compound external wall
CN103711238B (en) Assembled ring muscle fastens and is anchored concrete shear wall structure system
CN201121340Y (en) Pre-stress assembled underground continuous wall and preformed block thereof
CN104947709A (en) Pre-assembled single-compartment municipal tunnel and construction method thereof
CN104358341B (en) Building brickwork and masonry construction method of building brickwork
CN205242773U (en) Adopt prefabricated assembled steel - concrete combination beam of cant chisei connection
CN204531066U (en) Assembly concrete-filled steel tube shear wall splits assembled syndeton
CN101787710B (en) Integrally-assembled buttressed retaining wall and construction method thereof
CN204690783U (en) A kind of prefabricated assembled single cabin municipal administration synthesis pipe gallery
CN100513717C (en) Steel structure assisted layered installation and construction method for superhigh PRC partition plate
CN205662947U (en) Coincide assembled underground pipe gallery system
CN2823386Y (en) Energy saving building external protection structure composite heat insulation wall

Legal Events

Date Code Title Description
PB01 Publication
C06 Publication
SE01 Entry into force of request for substantive examination
C10 Entry into substantive examination
RJ01 Rejection of invention patent application after publication

Application publication date: 20161116

RJ01 Rejection of invention patent application after publication