CN107143057B - A kind of building masonry structure and its construction method - Google Patents
A kind of building masonry structure and its construction method Download PDFInfo
- Publication number
- CN107143057B CN107143057B CN201710419225.4A CN201710419225A CN107143057B CN 107143057 B CN107143057 B CN 107143057B CN 201710419225 A CN201710419225 A CN 201710419225A CN 107143057 B CN107143057 B CN 107143057B
- Authority
- CN
- China
- Prior art keywords
- component
- building
- construction
- masonry
- cast
- Prior art date
Links
- 238000010276 construction Methods 0.000 title claims abstract description 78
- 239000004570 mortar (masonry) Substances 0.000 claims abstract description 21
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 15
- 239000010959 steel Substances 0.000 claims abstract description 15
- 230000002787 reinforcement Effects 0.000 claims abstract description 13
- 238000007781 pre-processing Methods 0.000 claims abstract description 4
- 210000003205 Muscles Anatomy 0.000 claims description 28
- 239000011449 bricks Substances 0.000 claims description 18
- 238000003466 welding Methods 0.000 claims description 10
- 230000000875 corresponding Effects 0.000 claims description 6
- 239000011464 hollow brick Substances 0.000 claims description 6
- 238000009434 installation Methods 0.000 claims description 6
- 239000002131 composite materials Substances 0.000 claims description 5
- 239000000789 fasteners Substances 0.000 claims description 4
- 238000004080 punching Methods 0.000 claims description 4
- 230000000149 penetrating Effects 0.000 claims 1
- 238000004321 preservation Methods 0.000 claims 1
- 230000001681 protective Effects 0.000 abstract description 4
- 238000004519 manufacturing process Methods 0.000 abstract description 3
- 230000003014 reinforcing Effects 0.000 description 6
- 239000011083 cement mortar Substances 0.000 description 3
- 238000000034 methods Methods 0.000 description 2
- 230000004048 modification Effects 0.000 description 2
- 238000006011 modification reactions Methods 0.000 description 2
- 238000009435 building construction Methods 0.000 description 1
- 239000004568 cements Substances 0.000 description 1
- 238000010586 diagrams Methods 0.000 description 1
- 238000006073 displacement reactions Methods 0.000 description 1
- 239000000428 dust Substances 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 238000005516 engineering processes Methods 0.000 description 1
- 238000001125 extrusion Methods 0.000 description 1
- 231100001004 fissures Toxicity 0.000 description 1
- 238000007667 floating Methods 0.000 description 1
- 239000003292 glue Substances 0.000 description 1
- 239000000463 materials Substances 0.000 description 1
- 238000002360 preparation methods Methods 0.000 description 1
- 230000001737 promoting Effects 0.000 description 1
- 239000002994 raw materials Substances 0.000 description 1
- 239000002910 solid wastes Substances 0.000 description 1
Classifications
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B2/00—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
- E04B2/02—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls built-up from layers of building elements
- E04B2/04—Walls having neither cavities between, nor in, the solid elements
- E04B2/06—Walls having neither cavities between, nor in, the solid elements using elements having specially-designed means for stabilising the position
- E04B2/10—Walls having neither cavities between, nor in, the solid elements using elements having specially-designed means for stabilising the position by filling material with or without reinforcements in small channels in, or in grooves between, the elements
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C1/00—Building elements of block or other shape for the construction of parts of buildings
Abstract
Description
Technical field
The present invention relates to technical field of building construction, more particularly to a kind of building masonry structure and its construction method.
Background technique
Traditional construction wall, generallys use brick or building block uses masonry of cement mortar at the construction field (site), and this mode is applied Work speed is slow, and personnel cost is high, and construction site cement mortar usage amount is big, and dust and solid waste yield are larger, ring of constructing Border is poor.
In European and American developed countries, mostly use at present high-strength plastic by prefabricated building components and fittings, component at the construction field (site) into Row assembling.While guaranteeing structural strength, speed of application is very fast, is greatly saved for this building structure by bonding assembling Human resources, and the use for the pollution higher buildings material such as reduce construction site cement, sandstone.But this glue price is high It is expensive, it is unfavorable for promoting and applying.
Therefore, a kind of building masonry structure how is founded, stabilized structure, easy construction, low in cost and be easy to is allowed to It promotes and applies, is those skilled in the art's urgent problem to be solved.
Summary of the invention
The invention solves first technical problem be to provide a kind of building masonry structure, be allowed to stabilized structure, construction Application easy, low in cost and easy to spread to overcome existing building masonry structure site operation cumbersome, and uses high-strength plastic Bonding mode involves great expense, and is unfavorable for the deficiency promoted.
The invention solves second technical problem be to provide the construction method of building masonry structure a kind of, be allowed to letter It is single, quick and environmentally protective, it uses traditional brick or building block to build at the construction field (site) using masonry of cement mortar to overcome, applies Work speed is slow, and personnel cost is high, seriously polluted deficiency.
In order to solve the above technical problems, the present invention adopts the following technical scheme:
A kind of building masonry structure is built, each by the connection fastened to each other of multiple pre-cast building component components The pre-cast building component component is made of muti-piece block for construction preprocessing, passes through transverse steel between the muti-piece block for construction With vertical reinforcement through connection, and it is bonded mutually by masonry mortar.
As a further improvement, be previously provided on the block for construction it is several wear muscle hole, the muscle hole of wearing includes perforation The transverse direction of the block for construction upper and lower surfaces vertically worn muscle hole and penetrate through the block for construction left and right side walls wears muscle hole, point The transverse steel and vertical reinforcement Yong Yu not worn.
The muscle hole of wearing is obtained by the punching acquisition when the block for construction is wet base, or by extruder extrusion ?.
The block for construction is building block, insulating brick, hollow brick or composite insulating brick.
Intersecting is arranged between the muti-piece block for construction of each pre-cast building component component.
The pre-cast building component component has smooth vertical edges, and muti-piece block for construction is arranged in the intersecting In, the block for construction at the pre-cast building component component vertical edges cuts smooth in advance.
The edge of the pre-cast building component component, shape are stretched out in the end of the transverse steel and the vertical reinforcement respectively At exposed splice, the splice is welded or bound mutually admittedly by corresponding between multiple pre-cast building component components Fixed connection.
Fastener is also equipped in the splice, the fastener is clamped on splice and pre-cast building component structure The junction at part edge.
It is filled by masonry mortar in gap after welding or binding between the pre- building subassembly component.
The construction method of the building masonry structure, comprising the following steps: A. prepares masonry mortar and described prefabricated builds Build component component；B. the pre-cast building component lifting component to installation site and is fixed temporarily；C. by contiguous prefabricated building The corresponding welding of exposed steel bar connector or binding and fixing between component component, then two pre-cast building component structures are filled with masonry mortar Gap between part.
After above-mentioned design, the present invention has at least the following advantages:
(1) building masonry structure is fixedly connected at the construction field (site) by multiple pre-cast building component components and is built, It constructs simple and direct, due to block for construction, reinforcing bar, masonry mortar relative low price, cost is relatively low, application easy to spread.
(2) block for construction, which is preset, laterally wears muscle hole with vertical, provides between block for construction a kind of feasible Connection type, provide a kind of feasible embodiment for pre-cast building component component.
(3) the muscle hole of wearing is obtained by punching on the wet base of block for construction, or is obtained by squeezing out block for construction, work Sequence is simple, is easily achieved.
(4) the pre-cast building component component is by selecting building block, insulating brick, hollow brick or composite insulating brick etc. are different to build Bulk is built, it can be achieved that different function, to meet a variety of demands.
(5) fastener is installed in the splice of pre-cast building component Member Lip, prefabricated build can be further increased The globality for building component component avoids the block for construction in transport and lifting from disintegration occur.
(6) it is achieved a fixed connection, is easy to by welding or binding exposed splice between pre-cast building component component It realizes, and bonding strength is high.
(7) construction method of the building masonry structure by hoisting prefabricated building subassembly component, welding or binds prefabricated build Build splice between component component, and the gap filling masonry mortar between pre-cast building component component and etc. come it is real The construction of existing building masonry structure, construction procedure is simple, quick, more environmentally protective while greatling save human resources.
Detailed description of the invention
The above is merely an overview of the technical solutions of the present invention, in order to better understand the technical means of the present invention, below In conjunction with attached drawing, the present invention is described in further detail with specific embodiment.
Fig. 1 is the structural schematic diagram of the pre-cast building component component of building masonry structure of the invention；
Wherein, 1: block for construction, 2: vertically wear muscle hole, 3: laterally wear muscle hole, 4: vertical reinforcement, 5: transverse steel.
Specific embodiment
The utility model provides a kind of building masonry structure, passes through multiple pre-cast building component component companies fastened to each other It connects and builds, each pre-cast building component component is made of muti-piece block for construction preprocessing.The pre-cast building component component By transverse steel and vertical reinforcement through connection between muti-piece block for construction, and it is adhered to one another by masonry mortar, and guaranteeing should While pre-cast building component element structure intensity, due to block for construction, reinforcing bar, masonry mortar relative low price, at This application lower, easy to spread.
Specifically, as shown in Figure 1, the pre-cast building component component in the present embodiment is by 1 intersecting of muti-piece block for construction Blocks made of masonry, pre-cast building component component shown in figure is integrally in cuboid, flat with surrounding up and down Whole edge.Wherein, lower edges are formed by several 1 horizontal stackings of block for construction, and left and right edges can be by that will correspond to position in advance The block for construction 1 set cut it is smooth, make the pre-cast building component component the left and right sides have smooth edge.
For the ease of the preparation of above-mentioned pre-cast building component component, be previously provided on the block for construction 1 it is several wear muscle hole, It is described wear muscle hole include penetrate through 1 upper and lower surfaces of block for construction vertically wear muscle hole 2 and the perforation block for construction 1 is left and right The transverse direction of side wall wears muscle hole 3.The muscle hole of wearing can be by the punching acquisition when the block for construction 1 is wet base, can also be by squeezing Machine, which squeezes out, out obtains, it is easy to accomplish.
In addition, the block for construction 1 can be flexible according to the installation site of pre-cast building component component and functional requirement difference The form of existing building block, insulating brick, hollow brick or composite insulating brick is selected, above-mentioned wears muscle hole as long as being provided with.It needs It is bright, it, can benefit since insulating brick, hollow brick and composite insulating brick have the hole through brick body in one direction Reinforcing bar is worn with hole, it is only necessary to which muscle hole is worn in setting in the other directions.Such as it can use insulating brick, hollow brick and answer One or more of the hole for closing insulating brick wears vertical reinforcement 4 (or transverse steel 5), is then only arranged in brick body and runs through The transverse direction of its left and right side walls wears muscle hole 3 (or setting vertically wears muscle hole 2 through its upper and lower surface), and hole also plays at this time Vertically wear the effect in muscle hole 2.
When preparing above-mentioned pre-cast building component component, in horizontal direction, need to make the cross between adjacent block for construction 1 It connects to muscle hole 3 is worn, then is worn in the transverse direction to connect and wear transverse steel 5 in muscle hole 3, on vertical direction, need to make adjacent Block for construction 1 between vertically wear muscle hole 2 and connect, then vertical reinforcement 4 is worn in muscle hole 2 in vertically wearing for connecting, from And block for construction 1 is made to realize mutual concatenation in the horizontal and vertical directions respectively.Meanwhile in order to increase block for construction Bonding strength between 1 is bonded mutually between each block for construction 1 concatenated mutually again by masonry mortar.
In the setting structure of above-mentioned pre-cast building component component, preferably, the end of the transverse steel 5 and vertical reinforcement 4 The edge of the pre-cast building component component is stretched out in portion respectively, forms several exposed splices.These splices are available Connection between realization pre-cast building component component.For example, constructing a certain constructing using the pre-cast building component component When structure, it can be fixedly connected by welding or assembling reinforcement connector between multiple pre-cast building component components, after welding or binding Pre-cast building component component between gap can be filled by masonry mortar.This connection type easy construction, stabilized structure. Further, in order to improve the globality and stability of the pre-cast building component component, block for construction 1 is avoided to fall off disintegration, Pre-cast building component component is set to be suitable for long-distance transport and handling, it is mountable tight in the splice of pre-cast building component Member Lip Firmware such as reinforcing bar clamp carries out clamping.
The present invention also provides a kind of construction method of building masonry structure, this method applies above-mentioned pre-cast building component structure Part realizes the building masonry structure, mainly comprises the steps that
A. prepare masonry mortar and the pre-cast building component component.
According to the shape and structure of building masonry structure before construction, it is pre-designed for assembling the pre- of the building masonry structure Producing building component component completes the production of pre-cast building component component in factory, and is transported to construction site.Meanwhile construction is existing Field prepares sufficient masonry mortar according to the size of construction volume.
B. the pre-cast building component lifting component to installation site and is fixed temporarily.
Falling speed is reduced on pre-cast building component lifting component to installation base surface at about 0.5 meter, by construction personnel to pre- Producing building component component carries out contraposition and righting, makes the accurate alignment fiducials line of pre-cast building component component, to improve prefabricated build Build the installation accuracy of component component.
After the completion of a certain pre-cast building component lifting component, it diagonal brace or bracket etc. can be used to be fixed temporarily equipment and built to prefabricated It builds component component to be fixed temporarily, then lifts next contiguous prefabricated building subassembly component to be connected again to corresponding positions It sets, implements connection.
C. by the corresponding welding of the exposed steel bar connector between contiguous prefabricated building subassembly component or binding and fixing, then with masonry Mortar fills the gap between two pre-cast building component components.
When practice of construction, pre-cast building component component constructs out final masonry structure as the interconnection of subelement part, When construction, pre-cast building component component can be analogous to the building method of brick or building block, can also be with such as using the fissure of displacement overlapped mode In such a way that neat seam connects, it is such as directed to the masonry structure of some small sizes.
When construction, template is built at the gap between pre-cast building component component, and masonry mortar is filled in template, Masonry mortar reaches form removal after some strength, carries out floating and health.According to actual needs, pre-cast building component component it Between gap at can also add reinforcing rib.
Other connection types can also be used between the pre-cast building component component, such as between pre-cast building component component Embedding brick connection.
Building masonry structure of the invention is pre-designed pre-cast building component component using building subassembly mode, in work Factory completes the production of pre-cast building component component, is attached, assembles at the construction field (site), easy construction, quick, greatlys save people It is more environmentally protective while power resource.Also, since pre-cast building component component mainly uses block for construction, reinforcing bar, masonry The raw material such as mortar are made, application low in cost, easy to spread.
The above described is only a preferred embodiment of the present invention, be not intended to limit the present invention in any form, this Field technical staff makes a little simple modification, equivalent variations or modification using the technology contents of the disclosure above, all falls within this hair In bright protection scope.
Claims (9)
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710419225.4A CN107143057B (en) | 2017-06-06 | 2017-06-06 | A kind of building masonry structure and its construction method |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710419225.4A CN107143057B (en) | 2017-06-06 | 2017-06-06 | A kind of building masonry structure and its construction method |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN107143057A CN107143057A (en) | 2017-09-08 |
| CN107143057B true CN107143057B (en) | 2019-03-29 |
Family
ID=59779482
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201710419225.4A CN107143057B (en) | 2017-06-06 | 2017-06-06 | A kind of building masonry structure and its construction method |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN107143057B (en) |
Families Citing this family (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110629786A (en) * | 2019-09-12 | 2019-12-31 | 中国建筑土木建设有限公司 | Novel underground structure foundation slab waterproof guide wall construction method |
Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN2067731U (en) * | 1989-06-01 | 1990-12-19 | 谢虎 | Antivibration pressure-resisting building brick |
| CN2194804Y (en) * | 1993-08-14 | 1995-04-19 | 孙玉璋 | Tube drill |
| CN2389946Y (en) * | 1999-08-13 | 2000-08-02 | 单锦春 | Energy-saving wall brick |
| CN204356976U (en) * | 2014-11-24 | 2015-05-27 | 安徽天筑建设（集团）有限公司 | A kind of lightweight wall block |
-
2017
- 2017-06-06 CN CN201710419225.4A patent/CN107143057B/en active IP Right Grant
Patent Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN2067731U (en) * | 1989-06-01 | 1990-12-19 | 谢虎 | Antivibration pressure-resisting building brick |
| CN2194804Y (en) * | 1993-08-14 | 1995-04-19 | 孙玉璋 | Tube drill |
| CN2389946Y (en) * | 1999-08-13 | 2000-08-02 | 单锦春 | Energy-saving wall brick |
| CN204356976U (en) * | 2014-11-24 | 2015-05-27 | 安徽天筑建设（集团）有限公司 | A kind of lightweight wall block |
Also Published As
| Publication number | Publication date |
|---|---|
| CN107143057A (en) | 2017-09-08 |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN205444613U (en) | Be applied to prefabricated coincide floor connecting piece of assembled steel construction building | |
| CN105256838B (en) | Pipe gallery prefabricated members and prefabricated comprehensive pipe gallery | |
| CN204112507U (en) | The joint connecting structure of buried rubber watertight strip in a kind of | |
| CN102587554B (en) | Laminated concrete slab connected by bending reinforcing steel bars by 180 degrees within span and connection method | |
| CN203924349U (en) | A kind of prefabricated panel and superposed beam rapid installing connection structure | |
| CN103061504B (en) | Concrete slab Pipe installing hole to be provided construction mould and construction method | |
| CN103147763B (en) | A kind of tunnel invert termination combined steel | |
| CN103899072B (en) | A kind of for wet extension stone material or the suspension member of ceramic tile and wet hanging method | |
| CN203229965U (en) | 10 kV box-type substation basic standard module | |
| CN207211444U (en) | A kind of mounting clip pieces coordinated with groove and tognue type Light trabses | |
| CN104564102A (en) | Tunnel lining concrete grouting device | |
| CN105908871A (en) | Light-weight partition wall structure and installing method thereof | |
| CN204899938U (en) | Tunnel secondary lining formworking jumbo bulkhead | |
| CN103031917B (en) | A kind of reinforced concrete prefabricated superimposed sheet with truss rib | |
| CN206337641U (en) | Transverse joint connecting node between a kind of prefabricated board wall layers | |
| CN109252605A (en) | Squeeze sleeve connection overlapped shear wall and its engineering method | |
| CN203129513U (en) | Floor tile paving frame | |
| CN206015953U (en) | Honeycomb structure blockwork | |
| CN208441314U (en) | A kind of prefabricated superimposed sheet and the superimposed sheet and Cast-in-situ Beam quick assembling connection structure | |
| WO2006111106A2 (en) | Soloarmar construction engineering system | |
| CN208650333U (en) | A kind of compound Coupled Shear Wall structure of assembled integral steel reinforced concrete frame support | |
| CN109736479A (en) | Fabricated shear wall seam construction and its joining method | |
| CN207919807U (en) | Flexible linking device between shear wall and cast-in-situ non-bearing wall in building structure | |
| CN207700438U (en) | A kind of fabricated shear wall cross connected structure | |
| CN102926551B (en) | Device and method for reinforcing flexural concrete member |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| PB01 | Publication | ||
| PB01 | Publication | ||
| SE01 | Entry into force of request for substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| GR01 | Patent grant | ||
| GR01 | Patent grant |