CN106436967A - Concrete block and construction method for same - Google Patents

Concrete block and construction method for same Download PDF

Info

Publication number
CN106436967A
CN106436967A CN201610848953.2A CN201610848953A CN106436967A CN 106436967 A CN106436967 A CN 106436967A CN 201610848953 A CN201610848953 A CN 201610848953A CN 106436967 A CN106436967 A CN 106436967A
Authority
CN
China
Prior art keywords
building block
concrete
reinforcing bar
block
semi
Prior art date
Legal status (The legal status 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 status listed.)
Pending
Application number
CN201610848953.2A
Other languages
Chinese (zh)
Inventor
庄舟
庄一舟
李增锋
黄福云
程俊峰
张文
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.)
Fuzhou University
Original Assignee
Fuzhou University
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 Fuzhou University filed Critical Fuzhou University
Priority to CN201610848953.2A priority Critical patent/CN106436967A/en
Publication of CN106436967A publication Critical patent/CN106436967A/en
Pending legal-status Critical Current

Links

Classifications

    • 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
    • E04B2/02Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls built-up from layers of building elements
    • E04B2/42Walls having cavities between, as well as in, the elements; Walls of elements each consisting of two or more parts, kept in distance by means of spacers, at least one of the parts having cavities
    • 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
    • E04B2/02Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls built-up from layers of building elements
    • E04B2/42Walls having cavities between, as well as in, the elements; Walls of elements each consisting of two or more parts, kept in distance by means of spacers, at least one of the parts having cavities
    • E04B2/44Walls having cavities between, as well as in, the elements; Walls of elements each consisting of two or more parts, kept in distance by means of spacers, at least one of the parts having cavities using elements having specially-designed means for stabilising the position; Spacers for cavity walls
    • E04B2/48Walls having cavities between, as well as in, the elements; Walls of elements each consisting of two or more parts, kept in distance by means of spacers, at least one of the parts having cavities using elements having specially-designed means for stabilising the position; Spacers for cavity walls by filling material with or without reinforcements in small channels in, or in grooves between, the elements

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Physics & Mathematics (AREA)
  • Electromagnetism (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Fencing (AREA)

Abstract

The invention relates to a concrete block and a construction method for the same. The concrete block comprises a cuboid block, wherein two vertical through holes are formed in the middle of the block; vertical 1/4 arc grooves are formed in four circumferential corners of the block; vertical semi-circular grooves are formed in the middle parts of front and back side faces of the block; reinforcing steel bars are disposed inside the semi-circular grooves and vertical grooves which are composed of the 1/4 arc grooves of the left and right adjacent blocks after piling up, wherein the diameter of the reinforcing steel bars is smaller than the radius of the semi-circular grooves and smaller than the radius of the 1/4 arc grooves; and clearance between the reinforcing steel bars and the block is filled with concrete, so that the reinforcing steel bars can be firmly adhered with the block. The block provided by the invention is resistant to shearing and has high shock resistance; the block can be piled up easily; the construction period can be shortened; and the cost is reduced.

Description

A kind of concrete segment and its construction method
Technical field
The present invention relates to a kind of concrete segment and its construction method.
Background technology
At present, China advocates the construction material of green energy conservation energetically, building block as a kind of green construction material, itself and clay Brick is compared, and block material does not damage arable land, and it produces does not need to sinter, and can also utilize industrial waste, energy consumption is relatively low, thus very Just accomplish to be beneficial to environmental protection, energy saving, meet National Technical development policiess, thus be widely used.
But existing building block there is also problems.The shearing resistance of block masonry, tensile strength by building block entity part Area to be determined with the adhesion strength of mortar, and therefore common masonry shearing resistance, tensile strength are very low, exists in structure or component Crack developing too early, excessive, shearing strength is low, the problems such as poor seismic behavior.So that in Practical Project, body of wall occurred Big crack, affects its normal functional requirement using.
Content of the invention
The problem that the present invention is directed to above-mentioned prior art presence makes improvement, and that is, the technical problem to be solved is There is provided a kind of concrete segment and its construction method, the existing building block shearing resistance of solution, tensile strength are very low, deposit in structure or component Too early, excessive in crack developing, shearing strength is low, the problems such as poor seismic behavior.
In order to solve above-mentioned technical problem, the technical scheme is that:A kind of concrete segment, builds including cuboid Block, is provided with two vertical through holes in the middle part of described building block, the surrounding edge of described building block is provided with 1/4 vertical circular groove, The middle part of described building block front and back sides is provided with vertical semi-circular recesses, described semi-circular recesses and pile up rear left and right adjacent block The vertical slots of 1/4 circular groove composition in be equipped with reinforcing bar, the diameter of described reinforcing bar is less than the radius of semi-circular recesses, and Less than the radius of 1/4 circular groove, the space of described reinforcing bar and building block is filled with concrete, so that reinforcing bar and building block are firmly glued Knot.
Further, described vertical through hole is square through-hole.
Further, the radius of described semi-circular recesses is equal with the radius of 1/4 circular groove.
Further, described semi-circular recesses and 1/4 circular groove radius be 20mm.
Further, a diameter of 10 ~ 15mm of described reinforcing bar.
Further, described it is filled in reinforcing bar and the concrete surface in building block space is provided with fireproof coating layer.
The construction method of concrete segment as above, specifically includes following steps:
(1)First bottom building block concrete is fixed on footing, when piling up bottom building block, the side being provided with semi-circular recesses is made For metope, reeded side is not had to utilize concrete to bond with adjacent building block;
(2)In the vertical slots of 1/4 circular groove composition reinforcing bar being embedded semi-circular recesses and left and right adjacent block, and to upper The effect playing positioning is piled up in the building block of layer;
(3)Coat concrete in the upper surface of the bottom building block piled up, by the groove of building block along the embedded reinforcing bar of bottom again Up pile up so that reinforcing bar is simultaneously embedded in the groove of bilevel building block;
(4)By step(3)Method continue up pile up, until reaching the height of body of wall, after the completion of building block is piled up, attached in groove Closely build template, and concrete perfusion, so that reinforcing bar and building block is bonded together well;
(5)After concrete formation, form removal, and apply in the concrete surface brushing last layer fire prevention being filled in groove Material.
Compared with prior art, the invention has the advantages that:The present invention by opening up groove in building block outer surface, Add reinforcing bar in groove when piling up, by the effect of contraction to building block for the reinforcing bar, improve shearing resistance, the anti-seismic performance of masonry structure, Overcome existing building block too early, excessive problem of crack developing in structure or component;Meanwhile, reinforcing bar also can play and determine well Position effect, facilitates piling up of building block, effectively can accelerate speed of application, reach the reduction of erection time, cost-effective purpose.
The present invention will be further described in detail with reference to the accompanying drawings and detailed description.
Brief description
Fig. 1 is the schematic diagram piled up of building block of the embodiment of the present invention.
In figure:1- building block, the vertical through hole of 2-, 3-1/4 circular groove, 4- semi-circular recesses, 5- reinforcing bar.
Specific embodiment
Embodiment:As shown in figure 1, in the present invention is implemented, a kind of concrete segment, including rectangular building block 1, described block It is provided with two vertical through holes 2, the surrounding edge of described building block 1 is provided with 1/4 vertical circular groove 3, described block in the middle part of block 1 The middle part of block 1 front and back sides is provided with vertical semi-circular recesses 4, described semi-circular recesses 4 and pile up rear left and right adjacent block 1 It is equipped with reinforcing bar 5, the diameter of described reinforcing bar 5 is less than the radius of semi-circular recesses 4 in the vertical slots of 1/4 circular groove 3 composition, And the radius less than 1/4 circular groove 3, the space of described reinforcing bar 5 and building block 1 is filled with concrete, so that reinforcing bar 5 and building block 1 secure bond.
In the present embodiment, described vertical through hole 2 is square through-hole, and building block 1 middle part setting through hole is so that building block 1 mass Gently, consumptive material is little.
In the present embodiment, the radius of described semi-circular recesses 4 is equal with the radius of 1/4 circular groove 3.
In the present embodiment, described semi-circular recesses 4 and 1/4 circular groove 3 radius be 20mm.
In the present embodiment, a diameter of 10 ~ 15mm of described reinforcing bar 5.
In the present embodiment, described it is filled in reinforcing bar 5 and the concrete surface in building block 1 space is provided with fireproof coating layer.
The construction method of concrete segment as above, specifically includes following steps:
(1)First bottom building block 1 is fixed on footing with concrete, when piling up bottom building block 1, is provided with the side of semi-circular recesses 4 Face, as metope, does not have reeded side to bond with adjacent building block 1 using concrete;
(2)In the vertical slots that 1/4 circular groove 3 that reinforcing bar 5 is embedded semi-circular recesses 4 and left and right adjacent block 1 forms, and The effect playing positioning is piled up in building block 1 to upper strata;
(3)Coat concrete in the upper surface of the bottom building block 1 piled up, the reinforcing bar 5 that the groove of building block 1 is embedded along bottom Up pile up again so that reinforcing bar 5 is simultaneously embedded in the groove of bilevel building block 1;
(4)By step(3)Method continue up pile up, until reaching the height of body of wall, after the completion of building block 1 is piled up, in groove Nearby build template, and concrete perfusion, so that reinforcing bar 5 and building block 1 is bonded together well;
(5)After concrete formation, form removal, and apply in the concrete surface brushing last layer fire prevention being filled in groove Material.Invar muscle 5 is different from the thermal coefficient of expansion of concrete, and reinforcing bar 5 heat expands substantially, can by concrete spalling, therefore, for Security consideration, need to brush one layer of fireproof coating.
The foregoing is only presently preferred embodiments of the present invention, all impartial changes done according to scope of the present invention patent with Modify, all should belong to the covering scope of the present invention.

Claims (7)

1. a kind of concrete segment it is characterised in that:Including rectangular building block, in the middle part of described building block, it is provided with two vertical through holes, The surrounding edge of described building block is provided with 1/4 vertical circular groove, and it is vertical that the middle part of described building block front and back sides is provided with Semi-circular recesses, described semi-circular recesses and piling up in the vertical slots of 1/4 circular groove composition of rear left and right adjacent block all It is provided with reinforcing bar, the diameter of described reinforcing bar is less than the radius of semi-circular recesses, and the radius less than 1/4 circular groove, described steel The space of muscle and building block is filled with concrete, so that reinforcing bar and building block secure bond.
2. concrete segment according to claim 1 it is characterised in that:Described vertical through hole is square through-hole.
3. concrete segment according to claim 1 it is characterised in that:The radius of described semi-circular recesses and 1/4 circular arc The radius of connected in star is equal.
4. concrete segment according to claim 3 it is characterised in that:Described semi-circular recesses and 1/4 circular groove Radius be 20mm.
5. concrete segment according to claim 1 it is characterised in that:A diameter of 10 ~ 15mm of described reinforcing bar.
6. concrete segment according to claim 1 it is characterised in that:The described coagulation being filled in reinforcing bar and building block space Native surface is provided with fireproof coating layer.
7. a kind of construction method of concrete segment as claimed in claim 1 is it is characterised in that specifically include following steps:
(1)First bottom building block concrete is fixed on footing, when piling up bottom building block, the side being provided with semi-circular recesses is made For metope, reeded side is not had to utilize concrete to bond with adjacent building block;
(2)In the vertical slots of 1/4 circular groove composition reinforcing bar being embedded semi-circular recesses and left and right adjacent block, and to upper The effect playing positioning is piled up in the building block of layer;
(3)Coat concrete in the upper surface of the bottom building block piled up, by the groove of building block along the embedded reinforcing bar of bottom again Up pile up so that reinforcing bar is simultaneously embedded in the groove of bilevel building block;
(4)By step(3)Method continue up pile up, until reaching the height of body of wall, after the completion of building block is piled up, attached in groove Closely build template, and concrete perfusion, so that reinforcing bar and building block is bonded together well;
(5)After concrete formation, form removal, and apply in the concrete surface brushing last layer fire prevention being filled in groove Material.
CN201610848953.2A 2016-09-26 2016-09-26 Concrete block and construction method for same Pending CN106436967A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201610848953.2A CN106436967A (en) 2016-09-26 2016-09-26 Concrete block and construction method for same

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201610848953.2A CN106436967A (en) 2016-09-26 2016-09-26 Concrete block and construction method for same

Publications (1)

Publication Number Publication Date
CN106436967A true CN106436967A (en) 2017-02-22

Family

ID=58166278

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201610848953.2A Pending CN106436967A (en) 2016-09-26 2016-09-26 Concrete block and construction method for same

Country Status (1)

Country Link
CN (1) CN106436967A (en)

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN106968335A (en) * 2017-05-18 2017-07-21 华北理工大学 Assembling frame Column border node attachment structure and its construction method
CN107842128A (en) * 2017-11-29 2018-03-27 贵州兴贵恒远新型建材有限公司 The construction method of energy-saving structure integration assembled heat insulation wall
CN107938941A (en) * 2017-11-29 2018-04-20 贵州兴贵恒远新型建材有限公司 Energy-saving structure integration assembled heat insulation wall
IT201700020947A1 (en) * 2017-02-24 2018-08-24 Alberto Crippa Anti-seismic brick and anti-seismic wall including this brick.

Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN86106157A (en) * 1986-07-29 1988-02-10 约瑟·科尔霍·多斯·森托斯 Assembling building block and use the building method of this building block
CN1338554A (en) * 2001-09-04 2002-03-06 云南昱通实业有限公司 High-strength hollow building block of concrete and its production and application methods
CN102094525A (en) * 2011-01-07 2011-06-15 吴方伯 Method for constructing reinforced concrete lintel
CN203891306U (en) * 2014-05-06 2014-10-22 株洲博尔曼科技发展有限公司 Multifunctional derived block
WO2015106357A1 (en) * 2014-01-20 2015-07-23 University Of Manitoba Surface reinforced concrete masonry units

Patent Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN86106157A (en) * 1986-07-29 1988-02-10 约瑟·科尔霍·多斯·森托斯 Assembling building block and use the building method of this building block
CN1338554A (en) * 2001-09-04 2002-03-06 云南昱通实业有限公司 High-strength hollow building block of concrete and its production and application methods
CN102094525A (en) * 2011-01-07 2011-06-15 吴方伯 Method for constructing reinforced concrete lintel
WO2015106357A1 (en) * 2014-01-20 2015-07-23 University Of Manitoba Surface reinforced concrete masonry units
CN203891306U (en) * 2014-05-06 2014-10-22 株洲博尔曼科技发展有限公司 Multifunctional derived block

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
IT201700020947A1 (en) * 2017-02-24 2018-08-24 Alberto Crippa Anti-seismic brick and anti-seismic wall including this brick.
CN106968335A (en) * 2017-05-18 2017-07-21 华北理工大学 Assembling frame Column border node attachment structure and its construction method
CN107842128A (en) * 2017-11-29 2018-03-27 贵州兴贵恒远新型建材有限公司 The construction method of energy-saving structure integration assembled heat insulation wall
CN107938941A (en) * 2017-11-29 2018-04-20 贵州兴贵恒远新型建材有限公司 Energy-saving structure integration assembled heat insulation wall

Similar Documents

Publication Publication Date Title
CN106436967A (en) Concrete block and construction method for same
CN102777208B (en) Method for constructing mining impact-resisting sealed wall
CN103216024A (en) Self-heat-preservation mortar-free block masonry shear wall system and construction method thereof
CN206467824U (en) A kind of assembly concrete frame wall filled with masonry
CN204001278U (en) A kind of prefabricated assembled self-insulating concrete shear wall system
CN104141358A (en) Mortar-free self-embedded masonry structure system and building comprising system
CN206769073U (en) A kind of compound insulation structure integration non-dismantling formwork
CN206157950U (en) Concrete building block
CN203296209U (en) Self-insulation mortarless block masonry shear wall system
CN106988451A (en) A kind of building external sunshade wall
CN206693646U (en) The level of laying bricks spreads grey servicing unit
CN216787515U (en) Hollow black travertine decorative wall
WO2024032003A1 (en) Large-section railway tunnel surrounding rock stability control method
CN207363103U (en) The compound wallboard of one kind building assembling
CN106968335A (en) Assembling frame Column border node attachment structure and its construction method
CN202299099U (en) Stepped interpenetration type thermal insulation building block
CN107829522A (en) Composite partition wall plate
CN207727784U (en) A kind of building block for space between padding girder bottom and wall top
CN206157986U (en) Multi -row bore building block that block is connected
CN202596008U (en) Thermal insulation building block brick and thermal insulation wall
CN202284357U (en) Right-angled heat-preserving building block
CN107975189A (en) A kind of roof structure and its crack repairing method
CN207934236U (en) A kind of composite entity wall
CN207296170U (en) A kind of assembled architecture wallboard
CN206110455U (en) Thermal insulation building block

Legal Events

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

Application publication date: 20170222

RJ01 Rejection of invention patent application after publication