CN104234258B - Building block and reinforced concrete sandwich body of wall and construction method - Google Patents
Building block and reinforced concrete sandwich body of wall and construction method Download PDFInfo
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- CN104234258B CN104234258B CN201410515053.7A CN201410515053A CN104234258B CN 104234258 B CN104234258 B CN 104234258B CN 201410515053 A CN201410515053 A CN 201410515053A CN 104234258 B CN104234258 B CN 104234258B
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- building block
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Abstract
The invention discloses a kind of building block and reinforced concrete sandwich body of wall and construction method, this body of wall includes that connector and armored concrete pouring layer are fixed in building block, building block.Described building block is divided into three types, by building block from the bottom to top.Building by laying bricks or stones by most descending row to be arranged in order for the first building block, second row is that the second building block is alternately arranged with the third building block builds by laying bricks or stones, and the 3rd row is arranged in order for the first building block and builds by laying bricks or stones, the like；The H-shaped building block locator card being sequentially connected with is inserted the groove by the building block surrounding of above-mentioned arrangement, constitutes the reinforcement by connection part between building block.By the building block back side of above-mentioned arrangement it is being the armored concrete pouring layer of one layer of cast-in-site, at the corresponding pre-embedded block of armored concrete pouring layer, is being embedded with Apertured cushion block.The present invention can realize the side of casting reinforced concrete body of wall and exempt from form removal, improves construction quality, simplifies working procedure, reduction of erection time, improves efficiency of construction and precision, reduces construction construction cost, saving of work and time.
Description
Technical field
The present invention relates to a kind of construction wall structure and construction method.
Technical background
In the site operation of current reinforced concrete wall, majority is utilized in after wall steel bar colligation completes
The template taking both sides is propped up respectively, executing of the reinforced concrete wall completed by cast-in-place concrete in both sides
Work method, and respectively the interior alien invasion of body of wall is decorated, it is finally completed whole wall construction engineerings.This
The method of kind also exists long in time limit, the technical problems such as supply and demand (operation) is loaded down with trivial details, takes a lot of work, time-consuming.
Summary of the invention
It is to provide a kind of building block and reinforced concrete sandwich body of wall and construction method, to solve to make mesh of the present invention
The building together with a kind of complex superposition combined at the construction field (site) with dedicated templates with dedicated building block and produce
The technical problem of body of wall.
In order to realize foregoing invention purpose, technical scheme is as follows:
Building block and reinforced concrete sandwich body of wall, including building block, connector is fixed in building block and armored concrete waters
Note layer；Described building block is divided into three types, and the first is that surrounding side has one or more annular groove and length
Longer building block；The second is that surrounding side has one or individual annular groove and the shorter building block of length；The third
Being that surrounding side has one or more annular groove and length is shorter, the back side is embedded with the block of inverted tubaeform pre-embedded block
Block；Described pre-embedded block there is bolt fixing hole；By building block from the bottom to top by descend most row be the first building block successively
Arrangement, second row is that the second building block is alternately arranged with the third building block, and the 3rd row arranges successively for the first building block
Row, the like superposition constitute building block layer；Each building block position relationship of described building block layer is interlaced, i.e.
The first building block of the first floor and the center alignment of the second building block of the second layer, in the third building block of the second layer
Align in gap between the first building block of the heart and the first floor；The H-shaped building block locator card being sequentially connected with is inserted by upper
State in the groove of building block surrounding of arrangement, constitute the reinforcement by connection part between building block；It is existing at the back side of building block layer
One layer of armored concrete pouring layer of field cast, at the corresponding pre-embedded block of armored concrete pouring layer, is embedded with
Apertured cushion block.
Groove is had at the back side of first and second kind of building block.
Have cross groove at the back side of the first building block, the back side of the second building block has and is positioned at center
Longitudinal in-line groove, when being superimposed as building block layer, the back side in-line groove of the second building block is built with the first
The longitudinal fluting alignment of the back side cross groove of block.
Building block and the construction method of reinforced concrete sandwich body of wall, its step is as follows:
1) groove of building block surrounding side and the connected mode of the locator card inserted in groove, phase, by building block are passed through
Mutually superposition fill masonry mortar and consolidate, constitutes the alien invasion layer of body of wall；
2), at the described part-block back side, it is embedded with inverted tubaeform pre-embedded block, pre-embedded block has spiral shell
Bolt fixing hole；Groove is had at the described part-block back side；
3), fixing bolt coat is utilized to have Apertured cushion block that template is fixed on the alien invasion layer back side that building block is formed,
I.e. fixing the bolt screw through template, the bolt fixing hole that fixing bolt end and tubaeform pre-embedded block are opened is even
Connecing, cushion block is enclosed within fixing bolt and between template and building block；
4) space, between building block and template, pours into a mould one layer of armored concrete pouring layer；
5), after and maintenance completely dry until concrete expire, screw out fixing nut, unload described template, i.e. shape
Become the construction wall compound with reinforced concrete floor by building block layer.
Present invention have the advantage that and provide a kind of building block and reinforced concrete sandwich body of wall, simplify existing
Water the template of reinforced concrete wall template to prop up and take and disassemble, it is achieved that the side of cast in situ ferroconcrete wall body
Exempt from form removal, improve construction quality, simplify working procedure, reduction of erection time, improve efficiency of construction and precision,
Reduce construction construction cost, saving of work and time.
Accompanying drawing explanation
Fig. 1 is building block and the front elevation view of reinforced concrete sandwich wall construction process of the present invention.
Fig. 2 is building block and the back elevation of reinforced concrete sandwich wall construction process of the present invention.
Fig. 3 is the A-A profile of Fig. 2.
Fig. 4 is the B-B profile of Fig. 3.
Fig. 5 is recessed (location) groove between the laying bricks of the present invention and locator card connects drawing.
Fig. 6-8 is positive facade, side elevation and the top view of locator card of the present invention.
Fig. 9-14 be the back elevation of building block a type of the present invention, front elevation view, right facade, left facade,
Look up, overlook elevation.
Figure 15-20 is the back elevation of building block b type of the present invention, left facade, right facade, positive facade, faces upward
Depending on face and the face of vertical view figure.
Figure 21-27 is the back elevation of building block c type of the present invention, left facade, right facade, positive facade, faces upward
Depending on face, overlook face and the C-C profile of back elevation.
Figure 28-31 is the positive facade of the building block built-in fitting of the present invention, back elevation, side elevation and vertical view face figure.
Figure 32-33 is positive facade and the back elevation of Apertured cushion block of the present invention.
Figure 34-36 is positive facade, back elevation and the side elevational view of masterplate of the present invention.
Numbering explanation: 1, building block a type, 2, building block b type, 3, building block c type, 4, masterplate, 5, fixing spiral shell
Bolt, 6, masterplate horizontal location bar, 7, pre-embedded block, 8, Apertured cushion block, 9, building block locator card, 10, the back side
Groove.
Detailed description of the invention
See shown in Fig. 1,2,3,4.Building block and reinforced concrete sandwich body of wall, including building block 1,2,3,
Connector (locator card 9 of laying bricks) and armored concrete pouring layer are fixed in building block；Described building block is divided into three types,
The first is a type, and surrounding side has one or two annular groove, and the back side has cross groove and annular is recessed
Groove and this cross groove are misaligned on section, and front is the structure of plane；The second is b type, surrounding side
Having one or two annular groove, the back side has in-line groove and two annular grooves and this in-line groove
On section misaligned, front is the structure of plane；The third is c type, and surrounding side has one or two ring
Connected in star, front is plane, and the back side is embedded with the structure of inverted tubaeform pre-embedded block 7, has solid on pre-embedded block 7
Determine bolt 5 fixing hole；By building block from the bottom to top by most descending row to be arranged in order for the first building block 1, second row is
The second building block 2 is alternately arranged with the third building block 3, and the 3rd row is arranged in order for the first building block 1, successively
Analogize；The back side one word of the longitudinal fluting of the back side cross groove of first floor building block and the second building block of the second layer
Connected in star aligns, and i.e. the second building block of the second layer and the building block center of the first floor are to center, the 3rd of the second layer
Align with the gap of first floor building block in the center planting building block；The H-shaped building block locator card 9 being sequentially connected with is inserted by
The groove of building block 1,2,3 surrounding of above-mentioned arrangement, constitutes the reinforcement by connection part between building block, and in building block and
Fill masonry mortar between building block to consolidate；By one layer of armored concrete of building block back side cast-in-site of above-mentioned arrangement
Pouring layer, at the corresponding pre-embedded block 7 of armored concrete pouring layer, is embedded with Apertured cushion block 8.
Building block and the construction method of reinforced concrete sandwich body of wall,
1) groove of building block surrounding side and the connected mode of the locator card inserted in groove, phase, by building block are passed through
Mutually superposition fill masonry mortar and consolidate, constitutes the alien invasion layer of body of wall；
2), at the described part-block back side, it is embedded with inverted tubaeform pre-embedded block, pre-embedded block has spiral shell
Bolt fixing hole；Groove is had at the described part-block back side；
3), fixing bolt coat is utilized to have Apertured cushion block that template is fixed on the alien invasion layer back side that building block is formed,
I.e. fixing the bolt screw through template, the bolt fixing hole that fixing bolt end and tubaeform pre-embedded block are opened is even
Connecing, cushion block is enclosed within fixing bolt and between template and building block；
4) space, between building block and template, pours into a mould one layer of armored concrete pouring layer；
5), after the completely dry maintenance of concrete expires, screw out fixing nut, unload described template, i.e. formed
The construction wall compound with reinforcing bar water-setting soil layer by building block layer.
Embodiment: as shown in figure (1-3), it includes: dedicated building block 1 (a), 2 (b), 3 (c)；Specially
With template, building block locator card, connecting bolt.
Concrete method describes sees Fig. 1, Fig. 2, Fig. 3.Building foundation beam is built by laying bricks or stones with masonry mortar
The first floor (ground floor building block) body of wall, and all use a type concrete block masonry, when second layer building wall it is
Use b type building block and c type building block to be used alternatingly, use groove and the groove of second layer building block of first floor building block
Align, and insert location building block locator card, ensure that upper and lower two-layer building block will not misplace. b to be made when building by laying bricks or stones
Centering in the building block of type and first floor a type, aligns (as shown in Figure 1) with first floor a groove part in c type. in this approach
Alternately masonry panel is to design height, and requires assembling reinforcement, and same base according to design inside blockwork
Reserved steel bar on plinth beam connects firmly；Fixed form level is laid by design reinforced concrete wall thickness requirement
Location bar is connected firmly with first floor dedicated templates, and splicing dedicated templates is to the design height of body of wall. building block with
Place Apertured cushion block between template, with fixing bolt is solid, template and masonry panel are connected fixation, with sealing
Masterplate is the closure of body of wall two ends firmly. just can pouring concrete in-situ, maintenance expires form removal, i.e. completes
Building block and the construction of reinforced concrete sandwich body of wall.
Experiment proves: with building block and the construction of reinforced concrete sandwich body of wall method, decreases propping up of masterplate and takes and tear open
Except workload, shorten construction period, save labor, improve efficiency, reduce cost.
Claims (4)
1. building block and reinforced concrete sandwich body of wall, it is characterised in that include that connector and reinforcing bar are fixed in building block, building block
Concrete pouring layer；Described building block is divided into three types, and the first is that surrounding side has one or more annular groove and length
Spend longer building block；The second is that surrounding side has one or more annular groove and the shorter building block of length；The third is
Surrounding side has one or more annular groove and length is shorter, and the back side is embedded with the building block of inverted tubaeform pre-embedded block；Institute
State and on pre-embedded block, have bolt fixing hole；By building block from the bottom to top by most descending row to be arranged in order for the first building block, second row is
The second building block is alternately arranged with the third building block, and the 3rd row is arranged in order for the first building block, the like superposition constitute
Building block layer；Each building block position relationship of described building block layer is interlaced, i.e. the first building block of the first floor and the second layer
The center alignment of the second building block, aligns in the gap between the first building block of the center of the third building block of the second layer and the first floor；
The H-shaped building block locator card being sequentially connected with is inserted by the groove of the building block surrounding of above-mentioned arrangement, constitutes between building block
Reinforcement by connection part；It is one layer of armored concrete pouring layer of cast-in-site at the back side of building block layer, pours into a mould at armored concrete
At the corresponding pre-embedded block of layer, it is embedded with Apertured cushion block.
Building block the most according to claim 1 and reinforced concrete sandwich body of wall, it is characterised in that first and second
The back side planting building block has groove.
Building block the most according to claim 2 and reinforced concrete sandwich body of wall, it is characterised in that build at the first
The back side of block has cross groove, and the back side of the second building block has the longitudinal in-line groove being positioned at center, in superposition
When becoming building block layer, the back side in-line groove of the second building block and the longitudinal fluting of the back side cross groove of the first building block
Alignment.
4. building block and the construction method of reinforced concrete sandwich body of wall, its step is as follows:
1), by building block by the connected mode of the groove of building block surrounding side with the locator card inserted in groove, it is overlapped mutually also
Filling masonry mortar consolidates, and constitutes the alien invasion layer of body of wall；
2), at the described part-block back side, it is embedded with inverted tubaeform pre-embedded block, pre-embedded block has bolt fixing hole；
Groove is had at the described part-block back side；
3), fixing bolt coat is utilized to have Apertured cushion block that template is fixed on the alien invasion layer back side that building block is formed, the most fixing
Bolt is through the screw of template, and fixing bolt end is connected with the bolt fixing hole opened on tubaeform pre-embedded block, and cushion block is enclosed within
On fixing bolt and between template and building block；
4) space, between building block and template, pours into a mould one layer of armored concrete pouring layer；
5), after and maintenance completely dry until concrete expire, screw out fixing nut, unload described template, i.e. formed by building block
The construction wall that layer is compound with reinforced concrete floor.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201410515053.7A CN104234258B (en) | 2014-09-29 | 2014-09-29 | Building block and reinforced concrete sandwich body of wall and construction method |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201410515053.7A CN104234258B (en) | 2014-09-29 | 2014-09-29 | Building block and reinforced concrete sandwich body of wall and construction method |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN104234258A CN104234258A (en) | 2014-12-24 |
| CN104234258B true CN104234258B (en) | 2016-08-24 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201410515053.7A Expired - Fee Related CN104234258B (en) | 2014-09-29 | 2014-09-29 | Building block and reinforced concrete sandwich body of wall and construction method |
Country Status (1)
| Country | Link |
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| CN (1) | CN104234258B (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP6388739B1 (en) * | 2017-05-03 | 2018-09-12 | 广州大学 | Ion conductive concrete masonry block wall |
Families Citing this family (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105735547B (en) * | 2016-04-19 | 2018-01-16 | 张小强 | A kind of walling unit and the wall assembly construction method based on the walling unit |
| CN112482607A (en) * | 2020-12-08 | 2021-03-12 | 韩里平 | Composite wall prepared from hollow steel pipe and building blocks |
Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US5560167A (en) * | 1994-05-25 | 1996-10-01 | Miceli; Robert | Laminated masonry block system |
| CN101571005A (en) * | 2009-06-02 | 2009-11-04 | 哈尔滨鸿盛房屋节能体系研发中心 | Module connected combined type energy conservation and heat preservation moulding board for wall body construction |
| CN201485989U (en) * | 2009-06-06 | 2010-05-26 | 西北民族大学 | Exterior wall body structure built of decorative heat-insulating compound building blocks |
| CN204185966U (en) * | 2014-09-29 | 2015-03-04 | 何建国 | Building block and reinforced concrete sandwich body of wall |
-
2014
- 2014-09-29 CN CN201410515053.7A patent/CN104234258B/en not_active Expired - Fee Related
Patent Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US5560167A (en) * | 1994-05-25 | 1996-10-01 | Miceli; Robert | Laminated masonry block system |
| CN101571005A (en) * | 2009-06-02 | 2009-11-04 | 哈尔滨鸿盛房屋节能体系研发中心 | Module connected combined type energy conservation and heat preservation moulding board for wall body construction |
| CN201485989U (en) * | 2009-06-06 | 2010-05-26 | 西北民族大学 | Exterior wall body structure built of decorative heat-insulating compound building blocks |
| CN204185966U (en) * | 2014-09-29 | 2015-03-04 | 何建国 | Building block and reinforced concrete sandwich body of wall |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP6388739B1 (en) * | 2017-05-03 | 2018-09-12 | 广州大学 | Ion conductive concrete masonry block wall |
| JP2018188950A (en) * | 2017-05-03 | 2018-11-29 | 广州大学 | Ion conductive concrete piled block wall body |
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| Publication number | Publication date |
|---|---|
| CN104234258A (en) | 2014-12-24 |
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Granted publication date: 20160824 Termination date: 20210929 |