CN203174856U - Building block with double H-shaped small concrete mould clamps - Google Patents
Building block with double H-shaped small concrete mould clamps Download PDFInfo
- Publication number
- CN203174856U CN203174856U CN 201320063008 CN201320063008U CN203174856U CN 203174856 U CN203174856 U CN 203174856U CN 201320063008 CN201320063008 CN 201320063008 CN 201320063008 U CN201320063008 U CN 201320063008U CN 203174856 U CN203174856 U CN 203174856U
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- building block
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Abstract
The utility model discloses a building block with double H-shaped small concrete mould clamps, and belongs to the field of building materials. The building block comprises two side ribs (1), two outer walls (2) and two middle ribs (3), wherein two parallel vertical connecting grooves (4) are formed in each rib (1) and used for using prefabricated connecting pieces; clamping heads used for clamping upper and lower building blocks are arranged at the upper part and the lower part of each outer wall (2); the upper clamping head (5) is positioned on the inner side of each outer wall (2); and the lower clamping head (6) is positioned on the outer side of each outer wall (2). The building blocks are connected by the clamping heads and the prefabricated pieces at the connecting grooves (4), so that the reliability of connection between the building blocks is guaranteed; the connecting grooves (4) are ladder-shaped; and the building block has the advantages that mortar is not required in construction of the building block, the construction process is simple, the construction time is saved, the cost is saved, and the construction operation is not limited by the weather environment.
Description
Technical field
The utility model is mainly concerned with a kind of construction material, specifically is the building block of double H-type concrete small size mould card.
Background technology
Hollow building-block for construction has been brought into play important effect in the body of wall field, and at present most widely used is Normal concrete small hollow block.But common building block is when masonry panel, need to use a large amount of mortars, this makes a lot of limiting factors of having built by laying bricks or stones of body of wall, and makes the speed of building by laying bricks or stones reduce, build by laying bricks or stones cost to raise, build environment by laying bricks or stones and be restricted, simultaneously, masonry is smeared the shortcoming that often there is the water impermeability difference in the slurry place.For head it off, the best way is to adopt the building block that need not to use mortar, but traditional mortarless building block exists the building block connection unreliable, the problem of easy glide.
The utility model content
The technical problems to be solved in the utility model just is: use problem at the mortar that exists in the above-mentioned masonry, and the insecure problem of the connection of already present mortarless building block, the utility model provides a kind of can effectively improve wall construction speed, reduce the body of wall cost, save the building wall mortar, guarantee the reliable double H-type concrete small size mould card building block that connects of building block simultaneously.
For reaching above-mentioned target, the solution that the utility model proposes is: the building block of double H-type concrete small size mould card is by two limit ribs (1), article two, outer wall (2), article two, middle rib (3) is formed, it is characterized in that: two vertical link slots (4) parallel to each other are arranged on every limit rib (1), be used for using prefabricated connector, outer wall (2) all be useful on up and down hypodermis building block card and dop, top dop (5) is positioned at outer wall (2) inboard, bottom dop (6) is positioned at outer wall (2) outside, article two, limit rib (1) width is identical, article two, outer wall (2) width is also identical, article two, outer wall (2) is connected with two middle ribs (3) by two limit ribs (1), article two, limit rib (1) middle part has opening (7), article two, middle rib upper end two perps of symmetric arrangement (8), two reinforcing bar locating slots of lower end symmetric arrangement (9), article two, middle rib (3), article two, the hole between limit rib and two outer walls (2) constitutes the vertical through holes (10) that is used for grouting and arranges vertical reinforcement of building block, article two, the concrete between the perps (8) is broken the back into pieces and is formed cross through hole, the limit rib be extended to the length of the extension of middle rib on one side equal two middle ribs in half of length between prolonging.Key in technical field herein and describe paragraph.
Further, except using the dop connection, also use prefabricated connector to locate to connect at link slot (4) between the building block, top dop (5) and bottom dop (6) thickness sum are slightly smaller than outer wall (2) width, the alignment back is concordant with outer wall (2), and link slot (4) is trapezoidal.
The advantage of comparing the application with conventional art is:
(1) concrete block masonry need not mortar, builds by laying bricks or stones simply, saves and builds by laying bricks or stones the time, saves cost, builds the restriction that work is not subjected to weather environment by laying bricks or stones.
(2) utilize prefabricated connector to connect, make the nothing slurry type of attachment of building block connect reliable.
(3) easy construction, the building block form is simple, is fit to produce in enormous quantities and use.
Description of drawings
Fig. 1 is the application master's building block axonometric drawing;
Fig. 2 is the used prefabricated connector shaft mapping of the application;
Fig. 3 is the application's job practices schematic diagram;
Description of reference numerals:
The prefabricated connector of rib 2-outer wall 3-middle rib 4-link slot 5-top, 1-limit dop 6-bottom dop 7-opening 8-seam 9-reinforcing bar locating slot 10-vertical through holes 11-.
The specific embodiment
Embodiment:
(1) cast-in-place or use prefabricated footing beam or collar tie beam, arrange at beam and reserve the shear wall vertical reinforcement, reserved steel bar can adopt body of wall Len req or appropriate length;
(2) build the first skin building block by laying bricks or stones at footing beam or collar tie beam, between the building block of the left and right sides, use prefabricated connector to connect, connector inserts and half is embedded in the link slot, second half exposes, left and right sides building block opening part sticks into reserves the shear wall vertical reinforcement, make the shear wall vertical reinforcement be positioned at the vertical through holes that building block opening in the left and right sides forms, place also fixed lateral reinforcing bar after having built this skin building block by laying bricks or stones;
(3) build the second skin building block by laying bricks or stones, utilize the engaged location of building block of carrying out of top dop and bottom dop with fixing, adopt with seam and build by laying bricks or stones, the vertical puzzle joint aligned in position of the vertical puzzle joint of a last skin building block and the second skin building block, use prefabricated connector to connect between the building block of the left and right sides, make building block link slot cover live in the connector that a skin building block is exposed, and continue to insert prefabricated connector and half is embedded in the link slot, second half exposes, and has built by laying bricks or stones after this skin building block and has placed and the fixed lateral reinforcing bar;
(4) after this repeat by previous step, up to having built this layer or proper height by laying bricks or stones, the prefabricated connector that epithelium building block uses half long prefabricated connector maybe will expose is dismissed, when building the reserved steel bar end by laying bricks or stones, group pricks overlap joint and lengthens reserved steel bar, primary concreting one deck when building the grout concrete, or select suitable height, segmentation is built.
It is more preferably a kind of that above-mentioned drawings and Examples only are used for explanation the application; protection domain to the application does not constitute any limitation, and those skilled in the art carries out common variation and replace should being included within the protection domain of the present utility model in the utility model scheme scope.
Claims (2)
1. double H-type concrete small size mould card building block, the building block of double H-type concrete small size mould card is by two limit ribs (1), article two, outer wall (2), article two, middle rib (3) is formed, it is characterized in that: two vertical link slots (4) parallel to each other are arranged on every limit rib (1), be used for using prefabricated connector, outer wall (2) all be useful on up and down hypodermis building block card and dop, top dop (5) is positioned at outer wall (2) inboard, bottom dop (6) is positioned at outer wall (2) outside, article two, limit rib (1) width is identical, article two, outer wall (2) width is also identical, article two, outer wall (2) is connected with two middle ribs (3) by two limit ribs (1), article two, limit rib (1) middle part has opening (7), article two, middle rib upper end two perps of symmetric arrangement (8), two reinforcing bar locating slots of lower end symmetric arrangement (9), article two, middle rib (3), article two, the hole between limit rib and two outer walls (2) constitutes the vertical through holes (10) that is used for grouting and arranges vertical reinforcement of building block, article two, the concrete between the perps (8) is broken the back into pieces and is formed cross through hole, the limit rib be extended to the length of the extension of middle rib on one side equal two middle ribs in half of length between prolonging.
2. double H-type concrete small size mould card according to claim 1 building block, it is characterized in that: between the building block except using dop connects, also use prefabricated connector to locate to connect at link slot (4), top dop (5) and bottom dop (6) thickness sum are slightly smaller than outer wall (2) width, the alignment back is concordant with outer wall (2), and link slot (4) is trapezoidal.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201320063008 CN203174856U (en) | 2013-02-02 | 2013-02-02 | Building block with double H-shaped small concrete mould clamps |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201320063008 CN203174856U (en) | 2013-02-02 | 2013-02-02 | Building block with double H-shaped small concrete mould clamps |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN203174856U true CN203174856U (en) | 2013-09-04 |
Family
ID=49071580
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN 201320063008 Expired - Fee Related CN203174856U (en) | 2013-02-02 | 2013-02-02 | Building block with double H-shaped small concrete mould clamps |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN203174856U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106836274A (en) * | 2017-02-16 | 2017-06-13 | 南昌大学 | A kind of drystone formula regeneration concrete ecology retaining wall block and its construction method |
-
2013
- 2013-02-02 CN CN 201320063008 patent/CN203174856U/en not_active Expired - Fee Related
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106836274A (en) * | 2017-02-16 | 2017-06-13 | 南昌大学 | A kind of drystone formula regeneration concrete ecology retaining wall block and its construction method |
| CN106836274B (en) * | 2017-02-16 | 2023-01-06 | 南昌大学 | Dry-piling type recycled concrete ecological retaining wall building block and construction method thereof |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20130904 Termination date: 20160202 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |