CN204160609U - Building block mould - Google Patents

Building block mould Download PDF

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Publication number
CN204160609U
CN204160609U CN201420617798.XU CN201420617798U CN204160609U CN 204160609 U CN204160609 U CN 204160609U CN 201420617798 U CN201420617798 U CN 201420617798U CN 204160609 U CN204160609 U CN 204160609U
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China
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compressive plane
vertical
wall
pressure head
hole
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CN201420617798.XU
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Chinese (zh)
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段炼山
段志义
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Individual
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Individual
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Abstract

The utility model provides a kind of building block mould, and this building block mould is horizontally combined by least one die unit, and described die unit comprises: supporting plate; Be arranged on the moulding box on supporting plate; Be arranged on the core rod unit in moulding box; And the pressure head with vertical pore structure be plugged between moulding box and core rod unit.This building block mould is used for shapingly having the shock-proof brick protruding bolt parts, with the outer wall of the pressure head of vertical pore structure and the inwall of moulding box seamless applying, the pressure head with vertical pore structure is " day " font pressure head or sphere of movements for the elephants shape pressure head.Above-mentioned building block mould is used for extrudedly having the shock-proof brick protruding bolt parts, and shaping after building block there is the mechanical properties such as excellent shearing strength.

Description

Building block mould
Technical field
The utility model relates to building field, particularly relates to a kind of shaping building block mould with the shock-proof brick protruding bolt parts.
Background technology
Current building novel wall material is mainly divided into brick, building block, sheet material three class.Building block class mainly contains normal concrete building block, lightweight concrete building block, air-entrained concrete building block, gypsum block, fly ash building block, sintered hollow building block etc.The mechanical property of building block mainly contains Compressive Performance, ultimate shear capacity, examining tensile behavior, flexural property, the geological process of horizontal direction generally only need be considered in block structure house, and the shearing strength therefore improving masonry plays a key effect for raising masonry shock resistance.The body of wall that the concrete block masonry with keyhole structure goes out has the good mechanical property such as excellent shearing strength, the bolt parts that keyhole structure is protruded by building block and through hole form, when building by laying bricks or stones, the bolt parts of each block building block of body of wall stretch out in the through hole of outer adjacent two building blocks in partial insertion upper strata of through hole, make mutually to retrain between building block to fix, body of wall is made to have good globality, and block structure is firm, be convenient to construction, manufacture, the scope of application is wide.
There is the building block of protruding bolt parts there is excellent shearing strength, but traditional mould is difficult to prepare the building block having and protrude bolt parts.A workman wants to do his work well must first sharpen his tools, therefore provides a kind of mould to become the most important thing for the shaping building block with protrusion bolt parts.
Utility model content
Based on this, be necessary to be difficult to prepare the problem with the building block of protruding bolt parts for traditional mould, a kind of shaping building block mould with protrusion bolt parts is provided.
A kind of building block mould, have for extruded the shock-proof brick protruding bolt parts, described building block mould is horizontally combined by least one die unit, and described die unit comprises:
Supporting plate, the upper surface of described supporting plate is a plane;
Be arranged on the moulding box on described splint upper surface;
Be arranged on the core rod unit in described moulding box; And
Be plugged in the pressure head with vertical pore structure between described moulding box and core rod unit, the outer wall of the described pressure head with vertical pore structure and the inwall of described moulding box seamless applying, the described pressure head with vertical pore structure is " day " font pressure head or sphere of movements for the elephants shape pressure head;
When the described pressure head with vertical pore structure is " day " font pressure head, described core rod unit comprises the first vertical core rod and the second vertical core rod; Described " day " font pressure head has antetheca, rear wall, Zuo Bi, You Bi and connects the vertical rib of described antetheca and rear wall, described vertical rib and antetheca, rear wall, Zuo Bi enclose the first hole being formed and accommodate the described first vertical core rod, described vertical rib and antetheca, rear wall, You Bi enclose the second hole being formed and accommodate the described second vertical core rod, in described first hole, left half side one end near described supporting plate is provided with the first compressive plane, and in described second hole, right half side one end near described supporting plate is provided with the second compressive plane; Or right half side one end near described supporting plate is provided with the first compressive plane in described first hole, in described second hole, left half side one end near described supporting plate is provided with the second compressive plane; Respectively on the seamless wall be attached in hole, respective place and downward, described first compressive plane, the second compressive plane are stairstepping with the vertical vertical cross-section adhering to wall separately respectively for described first compressive plane, the second compressive plane; The bottom surface, lower end of described " day " font pressure head is lower floor's compressive plane, described lower floor compressive plane is a plane, vertical range when described first compressive plane, the second compressive plane are respectively and the vertical range of lower floor's compressive plane is all less than extruded building block state between lower floor's compressive plane and splint upper surface, described first compressive plane, the maximum length of the second compressive plane on horizontal left and right directions are less than 1/2 of bottom surface, the lower end left and right directions length in hole, respective place respectively; The outer wall of the described first vertical core rod, the outer wall of the second vertical core rod are seamless applying with the inwall of described " day " font pressure head respectively, and the outer wall of the inwall of described first compressive plane, " day " font pressure head and the first vertical core rod encloses, the outer wall of the inwall of described second compressive plane, " day " font pressure head and the second vertical core rod encloses, and forms the host cavity of the described bolt jointing part part of collecting respectively;
When the described pressure head with vertical pore structure is sphere of movements for the elephants shape pressure head, described core rod unit comprises the first vertical core rod, second vertical core rod, 3rd vertical core rod and the 4th vertical core rod, described sphere of movements for the elephants shape pressure head has antetheca, rear wall, Zuo Bi, right wall, connect the vertical rib of described antetheca and rear wall, and connect the cross rib of described Zuo Bi and right wall, described vertical rib, cross rib, Zuo Bi, rear wall encloses the first hole forming collecting the described first vertical core rod, namely forms first hole that can be enclosed within the first vertical core rod surrounding, described vertical rib, cross rib, rear wall, right wall encloses the second hole forming collecting the described second vertical core rod, namely forms second hole that can be enclosed within the second vertical core rod surrounding, described vertical rib, cross rib, right wall, antetheca encloses the 3rd hole forming collecting the described 3rd vertical core rod, described vertical rib, cross rib, Zuo Bi, antetheca encloses the 4th hole forming collecting the described 4th vertical core rod, in described first hole, left half side one end near described supporting plate is provided with the first compressive plane, in described second hole, right half side one end near described supporting plate is provided with the second compressive plane, in described 3rd hole, right half side one end near described supporting plate is provided with the 3rd compressive plane, and in described 4th hole, left half side one end near described supporting plate is provided with the 4th compressive plane, or right half side one end near described supporting plate is provided with the first compressive plane in described first hole, in described second hole, left half side one end near described supporting plate is provided with the second compressive plane, in described 3rd hole, left half side one end near described supporting plate is provided with the 3rd compressive plane, and in described 4th hole, right half side one end near described supporting plate is provided with the 4th compressive plane, respectively on the seamless wall be attached in hole, respective place and downward, described first compressive plane, the second compressive plane, the 3rd compressive plane, the 4th compressive plane are stairstepping with the vertical vertical cross-section adhering to wall separately respectively for described first compressive plane, the second compressive plane, the 3rd compressive plane, the 4th compressive plane, the bottom surface, lower end of described sphere of movements for the elephants shape pressure head is lower floor's compressive plane, described lower floor compressive plane is a plane, vertical range when described first compressive plane, the second compressive plane, the 3rd compressive plane, the 4th compressive plane are respectively and the vertical range of described lower floor compressive plane is all less than extruded building block state between lower floor's compressive plane and splint upper surface, described first compressive plane, the second compressive plane, the 3rd compressive plane, the maximum length of the 4th compressive plane on horizontal left and right directions are less than 1/2 of bottom surface, the lower end left and right directions length in hole, respective place respectively, the outer wall of the described first vertical core rod, the outer wall of the second vertical core rod, the outer wall of the 3rd vertical core rod, the outer wall of the 4th vertical core rod is seamless applying with the inwall of described sphere of movements for the elephants shape pressure head respectively, and described first compressive plane, the outer wall of the inwall of sphere of movements for the elephants shape pressure head and the first vertical core rod encloses, described second compressive plane, the outer wall of the inwall of sphere of movements for the elephants shape pressure head and the second vertical core rod encloses, described 3rd compressive plane, the outer wall of the inwall of sphere of movements for the elephants shape pressure head and the 3rd vertical core rod encloses, described 4th compressive plane, the outer wall of the inwall of sphere of movements for the elephants shape pressure head and the 4th vertical core rod encloses, form the host cavity of the described bolt jointing part part of collecting respectively.
Wherein in an embodiment, when the described pressure head with vertical pore structure is " day " font pressure head, the interior facade of the wall between described first compressive plane and lower floor's compressive plane extends to increase wall thickness to direction in the first hole, and in the interior vertical facing second bore of the wall between described second compressive plane and lower floor's compressive plane, direction extends to increase wall thickness;
When the described pressure head with vertical pore structure is sphere of movements for the elephants shape pressure head, the interior facade of the wall between described first compressive plane and lower floor's compressive plane extends to increase wall thickness to direction in the first hole, in the interior vertical facing second bore of the wall between described second compressive plane and lower floor's compressive plane, direction extends to increase wall thickness, the interior facade of the wall between described 3rd compressive plane and lower floor's compressive plane extends to increase wall thickness to direction in the 3rd hole, and the interior facade of the wall between described 4th compressive plane and lower floor's compressive plane extends to increase wall thickness to direction in the 4th hole.
Wherein in an embodiment, described moulding box comprises the first vertical side plate, the second side plate, the 3rd side plate and the 4th side plate, and described first side plate, the second side plate, the 3rd side plate are connected successively with the 4th side plate, encloses and forms cuboid or cube host cavity.
Wherein in an embodiment, the side inwall of described moulding box is provided with inward flange, and the side inwall of the relatively described inward flange of described moulding box is provided with inner groovy; Outer wall and the seamless applying place of described inward flange of the described pressure head with vertical pore structure are provided with outer groove, and outer wall and the seamless applying place of described inner groovy of the described pressure head with vertical pore structure are provided with outward flange.
Wherein in an embodiment, when the described pressure head with vertical pore structure is " day " font pressure head, the outer wall of the described first vertical core rod, the outer wall of the second vertical core rod are respectively equipped with at least one vertical flange or vertical groove, and described first compressive plane, the second compressive plane are separately positioned on the inwall of close described vertical flange or vertical groove in hole, respective place;
When the described pressure head with vertical pore structure is sphere of movements for the elephants shape pressure head, the outer wall of the described first vertical core rod, the outer wall of the second vertical core rod, the outer wall of the 3rd vertical core rod, the outer wall of the 4th vertical core rod are respectively equipped with at least one vertical flange or vertical groove, and described first compressive plane, the second compressive plane, the 3rd compressive plane, the 4th compressive plane are separately positioned on the inwall of close described vertical flange or vertical groove in hole, respective place.
Wherein in an embodiment, when the described pressure head with vertical pore structure is " day " font pressure head, described first hole and the second hole are symmetrical arranged about vertical rib;
When the described pressure head with vertical pore structure is sphere of movements for the elephants shape pressure head, described first hole and the second hole are symmetrical arranged about vertical rib, described second hole and the 3rd hole are symmetrical arranged about cross rib, described 3rd hole and the 4th hole are symmetrical arranged about vertical rib, and described first hole and the 4th hole are symmetrical arranged about cross rib.
Wherein in an embodiment, when the described pressure head with vertical pore structure is " day " font pressure head, the shape of described first compressive plane is rectangle or " recessed " font or " L " shape or triangle, the shape of described second compressive plane and the shape of described first compressive plane centered by vertical rib in specular;
When the described pressure head with vertical pore structure is sphere of movements for the elephants shape pressure head, the shape of described first compressive plane is rectangle, or " recessed " font, or " L " shape, or triangle, the shape of described second compressive plane and the shape of described first compressive plane are specular centered by vertical rib, the shape of described 3rd compressive plane and the shape of described 4th compressive plane are specular centered by vertical rib, the shape of described 3rd compressive plane and the shape of described second compressive plane are specular centered by cross rib, the shape of described 4th compressive plane and the shape of described first compressive plane are specular centered by cross rib.
Wherein in an embodiment, when described die unit is combined into building block mould, be connected and fixed with steel plate between core rod unit and moulding box, the position of the corresponding described steel plate of the described pressure head with vertical pore structure is provided with groove, during extruded building block, described steel plate inserts described groove and fits tightly with the inwall of described groove.Time above the bolt parts of this steel plate setting shaping building block in a mold, this steel plate has stairstepping.
Above-mentioned building block mould using method and step easy, for shaping, there is the shock-proof brick protruding bolt parts, the bolt parts of this building block protrude upward outside building block through hole, the perpends fissure of displacement is adopted to take block method during masonry panel, the bolt parts of each block building block left and right sides of body of wall stretch out the outer part of through hole and insert respectively in the through hole of adjacent two building blocks in upper strata, and the wall of adjacent levels building block is docked by mortar with rib with wall, rib, the bolt parts of building block and through hole form keyhole syndeton; Keyhole syndeton passes through the cross-sectional strength of bolt parts self in each the block building block of direction, all around restriction, and acts on above-below direction constraint building block by mortar bonding, mutually retrains between building block adjacent up and down in body of wall; The projection of two pieces of building blocks that body of wall level is adjacent and groove fit form horizontal mortise structure; This body of wall has good globality and seismic crack performance.When using this concrete block masonry body of wall, there is between the building block through hole of building block bolt parts and its insertion rational gap and be convenient to card and build; And slurry surface and slurry surface are two planes be parallel to each other, mortar thickness is even, and power transmission is even; The lower surface jointly formed due to each part end face down of building block is a plane, lower surface not local upwards caves in, therefore the below splint upper surface suppressing the mould of building block is plane, only need change particular manufacturing craft on traditional unidirectional pressure head block machine.
Body of wall after the concrete block masonry using above-mentioned building block mould extruded, there is unique internal structure, thus there is mechanical property, antidetonation and the anti-cracking functions such as excellent shearing strength, shaping building block balances to take into account simultaneously to be had: be convenient to manufacture, be convenient to building construction, hollow rate is large, the scope of application is wide, integrated cost and cost low, be easy to advantages such as promoting.
Accompanying drawing explanation
Fig. 1 is the structural representation of the building block mould of an embodiment.
Fig. 2 is schematic diagram when being inverted upward with the bottom surface, lower end of the pressure head of vertical pore structure in Fig. 1.
Fig. 3 is the structural representation of the building block mould of another embodiment.
Fig. 4 is the structural representation of the building block mould of another embodiment.
Fig. 5 is the structural representation of the building block mould of another embodiment.
Fig. 6 is the using method schematic diagram of building block mould in Fig. 1.
Fig. 7 is the using method schematic diagram of building block mould in Fig. 1.
Fig. 8 is the using method schematic diagram of building block mould in Fig. 1.
Fig. 9 is the shock-proof brick structural representation that in Fig. 1, building block mould is shaping.
Figure 10 is the unitary mould structural representation combined by building block mould in multiple Fig. 1.
Detailed description of the invention
For enabling above-mentioned purpose of the present utility model, feature and advantage become apparent more, are described in detail detailed description of the invention of the present utility model below in conjunction with accompanying drawing.Set forth a lot of detail in the following description so that fully understand the utility model.But the utility model can be much different from alternate manner described here to implement, those skilled in the art can when doing similar improvement without prejudice to when the utility model intension, and therefore the utility model is by the restriction of following public concrete enforcement.
It should be noted that, term used herein " on ", D score, "front", "rear" and similar statement just for illustrative purposes.The directionality term used is the architectural feature that the utility model mould is described with the dimensional orientation in appended building block mould structural representation.
Unless otherwise defined, technology used herein is identical with the implication that those skilled in the art of the present utility model understand usually with scientific terminology.The term used in description, just in order to describe concrete enforcement object, is not intended to be restriction the utility model.
Building block mould in the utility model can adopt intermetallic composite coating to form, this building block mould horizontally combined by least one die unit is arranged on block machine, adopt the vibration-extrusion moulding process of existing maturation, by supporting plate, moulding box, core rod unit and the combinationally using of pressure head with vertical pore structure, the seismic crack new type block having and protrude bolt parts can be suppressed.
Preferably, the building block mould in the utility model is the building block in 201410271518.9 for shaping number of patent application.
Refer to Fig. 1, the building block mould of an embodiment, be made up of a die unit, this die unit comprises supporting plate 10, be arranged on the moulding box 12 on supporting plate 10, be arranged on the core rod unit of moulding box 12 li, and be plugged in the pressure head 16 with vertical pore structure between moulding box 12 and core rod unit.
Wherein, the upper surface of supporting plate 10 is a plane, and moulding box 12 is arranged on the upper surface of supporting plate 10.
In the present embodiment, the upper surface of supporting plate 10 is smooth flat.Preferably, the material of supporting plate 10 is metal or wooden or bamboo matter.
With the outer wall of the pressure head 16 of vertical pore structure and the inwall of moulding box 12 seamless applying.
In the present embodiment, the pressure head 16 with vertical pore structure is " day " font pressure head.Core rod unit comprises the first vertical core rod 141 and the second vertical core rod 142.
Wherein, " day " font pressure head has antetheca, rear wall, Zuo Bi, You Bi and connects the vertical rib of antetheca and rear wall.Vertical rib and antetheca, rear wall, Zuo Bi enclose the first hole 161 forming the vertical core rod 141 of collecting first, namely first hole 161 that can be enclosed within the first vertical core rod 141 surrounding is formed, vertical rib and antetheca, rear wall, You Bi enclose the second hole 162 forming the vertical core rod 142 of collecting second, namely form second hole 162 that can be enclosed within the second vertical core rod 142 surrounding.
In the present embodiment, in the first hole 161, left half side one end near supporting plate 10 is provided with right half side one end near supporting plate 10 in the first compressive plane 1611, second hole 162 and is provided with the second compressive plane 1612.Above-mentioned first compressive plane 1611, second compressive plane 1612 is for the upper surface of shaping protrusion bolt parts.
Respectively on the seamless wall be attached in hole, respective place and downward, the first compressive plane 1611, second compressive plane 1612 is stairstepping with the vertical vertical cross-section of the wall adhered to separately to first compressive plane 1611, second compressive plane 1612 respectively.
It should be noted that, the first compressive plane 1611, second compressive plane 1612 only may be attached on the wall of " day " font pressure head, and non-cohesive on vertical rib.
Preferably, the first hole 161 and the second hole 162 are symmetrical arranged about vertical rib, and the first compressive plane 1611 and the second compressive plane 1612 are symmetrical arranged about vertical rib.
The bottom surface, lower end of " day " font pressure head is lower floor's compressive plane, and lower floor's compressive plane is a plane, for the wall of shaping building block and the upper surface of rib.
Vertical range when first compressive plane 1611, second compressive plane 1612 respectively and the vertical range of lower floor's compressive plane is all less than extruded building block state between lower floor's compressive plane and splint upper surface.
On bottom surface, the lower end left and right directions that the maximum length of the first compressive plane 1611, second compressive plane 1612 on horizontal left and right directions is less than hole, respective place respectively length 1/2.
The outer wall of the first vertical core rod 141, the outer wall of the second vertical core rod 142 are seamless applying with the inwall of " day " font pressure head respectively, and the outer wall of the inwall of the first compressive plane 1611, " day " font pressure head and the first vertical core rod 141 encloses, the outer wall of the inwall of the second compressive plane 1612, " day " font pressure head and the second vertical core rod 142 encloses, and forms the host cavity of collecting bolt parts respectively.
Preferably, refer to Fig. 2, for convenience of description, Fig. 2 is bottom surface, the lower end inverted schematic diagram upward with the pressure head 16 of vertical pore structure, the interior facade 1613 of the wall between the first compressive plane 1611 and lower floor's compressive plane extends to increase wall thickness to direction in the first hole 161, and the interior facade 1614 of the wall between the second compressive plane 1612 and lower floor's compressive plane extends to increase wall thickness to direction in the second hole 162.
In the present embodiment, moulding box 12 comprises vertical the first side plate 121, second side plate 122, the 3rd side plate 123 and the 4th side plate 124.
Wherein, the first side plate 121, second side plate 122, the 3rd side plate 123 are connected successively with the 4th side plate 124, enclose and form cuboid or cube host cavity.
Preferably, the side inwall of moulding box 12 is provided with inward flange 126, and the side inwall of moulding box 12 inner opposing flanges 126 is provided with inner groovy 128.Because with the outer wall of the pressure head 16 of vertical pore structure and the inwall of moulding box 12 seamless applying, therefore, pressure head 16 with vertical pore structure is provided with outer groove 166 with the seamless applying place of inward flange 126, and pressure head 16 and the seamless applying place of inner groovy 128 with vertical pore structure are provided with outward flange 168.
In the present embodiment, the outer wall of the vertical core rod 142 of the first vertical core rod 141, second is respectively equipped with the first vertical flange 1412 and the second vertical flange 1422, first through hole 161 and the seamless applying inwall of the first vertical flange 1412 are provided with the first vertical groove, the bottom of this first vertical groove is provided with the first compressive plane 1611, second through hole 162 and the seamless applying inwall of the second vertical flange 1422 are provided with the second vertical groove, and the bottom of this second vertical groove is provided with the second compressive plane 1612.
In the present embodiment, the first compressive plane 1611 is " recessed " font, and the shape of the second compressive plane 1612 and the shape of this first compressive plane 1611 are specular centered by vertical rib.
Above-mentioned building block mould, supporting plate 10, moulding box 12, core rod unit and the pressure head 16 with vertical pore structure combinationally use, and are the shock-proof brick of " recessed " font for shaping protrusion bolt parts.
Concrete, refer to Fig. 6 ~ 9, in Fig. 1, building block mould is in use, and core rod unit 14 is built in the central authorities of moulding box 12.When compacting has the shock-proof brick protruding bolt parts, core rod unit 14 and moulding box 12 first drop to down on supporting plate 10.Then, building block mix 130 is filled up in the cavity between moulding box 12 and core rod unit 14.Subsequently, pressure head 16 with vertical pore structure is depressed downwards, inject in the cavity between moulding box 12 and core rod unit 14, extruding building block mix, pressure head 16 with vertical pore structure depresses to standard high (i.e. the height of building block during extruded building block state) to be stopped declining, and makes block forming, after last moulding box 12 and core rod unit 14 upwards promote and throw off building block product, pressure head 16 with vertical pore structure rises, and the building block after the demoulding is retained on supporting plate 10.The building block suppressed has bolt parts 110 protruding upward.Have the shock-proof brick protruding bolt parts 110 shaping after, the maintenance of maintenance place can be transported to together with supporting plate 10.
Refer to Fig. 3, the building block mould of another embodiment, be made up of a die unit, this die unit comprises supporting plate 20, be arranged on the moulding box 22 on supporting plate 20, be arranged on the core rod unit of moulding box 22 li, and be plugged in the pressure head 26 with vertical pore structure between moulding box 22 and core rod unit.
Wherein, the upper surface of supporting plate 20 is a plane, and moulding box 22 is arranged on the upper surface of supporting plate 20.
In the present embodiment, the upper surface of supporting plate 20 is smooth flat.Preferably, the material of supporting plate 20 is metal or wooden or bamboo matter.
With the outer wall of the pressure head 26 of vertical pore structure and the inwall of moulding box 22 seamless applying.
In the present embodiment, the pressure head 26 with vertical pore structure is " day " font pressure head.Core rod unit comprises the first vertical core rod 241 and the second vertical core rod 242.
Wherein, " day " font pressure head has antetheca, rear wall, Zuo Bi, You Bi and connects the vertical rib of antetheca and rear wall.Vertical rib and antetheca, rear wall, Zuo Bi enclose the first hole 261 forming the vertical core rod 241 of collecting first, and vertical rib and antetheca, rear wall, You Bi enclose the second hole 262 forming the vertical core rod 242 of collecting second.
In the present embodiment, the half side one end near supporting plate 20, the right side in the first hole 261 is provided with the first compressive plane (not shown), and the half side one end near supporting plate 20, a left side in the second hole 262 is provided with the second compressive plane (not shown).Above-mentioned first compressive plane, the second compressive plane are used for the upper surface of shaping protrusion bolt parts.
Be appreciated that in other embodiments, the half side one end near supporting plate 20, a left side in the first hole 261 is provided with the first compressive plane, and the half side one end near supporting plate 20, the right side in the second hole 262 is provided with the second compressive plane.
Respectively on the seamless wall be attached in hole, respective place and downward, the first compressive plane, the second compressive plane are stairstepping with the vertical vertical cross-section of the wall adhered to separately respectively for first compressive plane, the second compressive plane.
It should be noted that, the first compressive plane, the second compressive plane only may be attached on the wall of " day " font pressure head, and non-cohesive on vertical rib.
Preferably, the first hole 261 and the second hole 262 are symmetrical arranged about vertical rib, and the first compressive plane and the second compressive plane are symmetrical arranged about vertical rib.
The bottom surface, lower end of " day " font pressure head is lower floor's compressive plane, and lower floor's compressive plane is a plane, for the wall of shaping building block and the upper surface of rib.
Vertical range when first compressive plane, the second compressive plane are respectively and the vertical range of lower floor's compressive plane is less than extruded building block state between lower floor's compressive plane and splint upper surface.
On bottom surface, the lower end left and right directions that first compressive plane, the maximum length of the second compressive plane on horizontal left and right directions are less than hole, respective place respectively length 1/2.
The outer wall of the first vertical core rod 241, the outer wall of the second vertical core rod 242 are seamless applying with the inwall of " day " font pressure head respectively, and the outer wall of the inwall of the first compressive plane, " day " font pressure head and the first vertical core rod 241 encloses, the outer wall of the inwall of the second compressive plane, " day " font pressure head and the second vertical core rod 242 encloses, and forms the host cavity of collecting bolt parts respectively.
Preferably, the interior facade of the wall between the first compressive plane and lower floor's compressive plane extends to increase wall thickness to direction in the first hole 261, and in the interior vertical facing second bore 262 of the wall between the second compressive plane and lower floor's compressive plane, direction extends to increase wall thickness.
In the present embodiment, moulding box 22 comprises vertical the first side plate 221, second side plate 222, the 3rd side plate 223 and the 4th side plate 224.
Wherein, the first side plate 221, second side plate 222, the 3rd side plate 223 are connected successively with the 4th side plate 224, enclose and form cuboid or cube host cavity.
Preferably, the side inwall of moulding box 22 is provided with inward flange 226, and the side inwall of moulding box 22 inner opposing flanges 226 is provided with inner groovy 228.Because with the outer wall of the pressure head 26 of vertical pore structure and the inwall of moulding box 22 seamless applying, therefore, pressure head 26 with vertical pore structure is provided with outer groove 266 with the seamless applying place of inward flange 226, and pressure head 26 and the seamless applying place of inner groovy 228 with vertical pore structure are provided with outward flange 268.
In the present embodiment, the outer wall of the first vertical core rod 241 is provided with two the first vertical grooves 2411 be oppositely arranged, the outer wall of the second vertical core rod 242 is provided with two the second vertical grooves 2422 be oppositely arranged, first hole 261 and two the first vertical seamless applying places of groove 2411 are respectively equipped with the first vertical flange 2611, the bottom surface, lower end of this first vertical flange 2611 is the first compressive plane, second hole 262 and two vertical seamless applying places of groove 2422 are respectively equipped with the second vertical flange 2622, and the bottom surface, lower end of this second vertical flange 2622 is the second compressive plane.
In the present embodiment, the first compressive plane is rectangle, and the shape of the second compressive plane and the shape of this first compressive plane are specular centered by vertical rib.
Above-mentioned building block mould, supporting plate 20, moulding box 22, core rod unit and the pressure head 26 with vertical pore structure combinationally use, and are the shock-proof brick of rectangle for shaping protrusion bolt parts.
Refer to Fig. 4, the building block mould of another embodiment, be made up of a die unit, this die unit comprises supporting plate 30, be arranged on the moulding box 32 on supporting plate 30, be arranged on the core rod unit of moulding box 32 li, and be plugged in the pressure head 36 with vertical pore structure of cavity between moulding box 32 and core rod unit.
In the present embodiment, the upper surface of supporting plate 30 is smooth flat.Preferably, the material of supporting plate 30 is metal or wooden or bamboo matter.
With the outer wall of the pressure head 36 of vertical pore structure and the inwall of moulding box 32 seamless applying.
In the present embodiment, the pressure head 36 with vertical pore structure is sphere of movements for the elephants shape pressure head.Core rod unit comprises the vertical core rod 342 of the first vertical core rod 341, second, the 3rd vertical core rod 343 and the 4th vertical core rod 344.
Wherein, sphere of movements for the elephants shape pressure head 36 have antetheca, rear wall, Zuo Bi, You Bi, connection antetheca and rear wall vertical rib and be connected the cross rib of Zuo Bi and right wall.
Vertical rib, cross rib, left wall and rear wall enclose the first hole 361 forming the vertical core rod 341 of collecting first, namely first hole 361 that can be enclosed within the first vertical core rod 341 surrounding is formed, vertical rib, cross rib, right wall and rear wall enclose the second hole 362 forming the vertical core rod 342 of collecting second, namely second hole 362 that can be enclosed within the second vertical core rod 342 surrounding is formed, vertical rib, cross rib, right wall and antetheca enclose the 3rd hole 363 forming the vertical core rod 343 of collecting the 3rd, namely the 3rd hole 363 that can be enclosed within the 3rd vertical core rod 343 surrounding is formed, vertical rib, cross rib, left wall and antetheca enclose the 4th hole 364 forming the vertical core rod 344 of collecting the 4th, namely the 4th hole 364 that can be enclosed within the 4th vertical core rod 344 surrounding is formed.
In the present embodiment, in first hole 361, left half side one end near supporting plate 30 is provided with the first compressive plane (not shown), in second hole 362, right half side one end near supporting plate 30 is provided with the second compressive plane (not shown), in 3rd hole 363, right half side one end near supporting plate 30 is provided with the 3rd compressive plane (not shown), and in the 4th hole 364, left half side one end near supporting plate 30 is provided with the 4th compressive plane (not shown).Above-mentioned first compressive plane, the second compressive plane, the 3rd compressive plane and the 4th compressive plane are used for the upper surface of shaping protrusion bolt parts.
Respectively on the seamless wall be attached in hole, respective place and downward, the first compressive plane, the second compressive plane, the 3rd compressive plane, the 4th compressive plane are stairstepping with the vertical vertical cross-section adhering to wall separately respectively for above-mentioned first compressive plane, the second compressive plane, the 3rd compressive plane, the 4th compressive plane.
It should be noted that, the first compressive plane, the second compressive plane, the 3rd compressive plane, the 4th compressive plane only may be attached on the wall of sphere of movements for the elephants shape pressure head, and non-cohesive on vertical rib and cross rib.
Preferably, the first hole 361 and the second hole 362 are symmetrical arranged about vertical rib, and the second hole 362 and the 3rd hole 363 are symmetrical arranged about cross rib, and the 3rd hole 363 and the 4th hole 364 are symmetrical arranged about vertical rib, and the first hole 361 and the 4th hole 364 are symmetrical arranged about cross rib.
The bottom surface, lower end of sphere of movements for the elephants shape pressure head is lower floor's compressive plane, and lower floor's compressive plane is a plane, for the wall of shaping building block and the upper surface of rib.
Vertical range when first compressive plane, the second compressive plane, the 3rd compressive plane, the 4th compressive plane are respectively and the vertical range of lower floor's compressive plane is less than extruded building block state between lower floor's compressive plane and splint upper surface.
First compressive plane, the second compressive plane, the 3rd compressive plane, the maximum length of the 4th compressive plane on horizontal left and right directions are less than 1/2 of bottom surface, the lower end left and right directions length in hole, respective place respectively.
The outer wall of the first vertical core rod 341, the outer wall of the second vertical core rod 342, the outer wall of the 3rd vertical core rod 343, the outer wall of the 4th vertical core rod 344 is seamless applying with the inwall of sphere of movements for the elephants shape pressure head respectively, and the first compressive plane, the outer wall of the inwall of sphere of movements for the elephants shape pressure head and the first vertical core rod 341 encloses, second compressive plane, the outer wall of the inwall of sphere of movements for the elephants shape pressure head and the second vertical core rod 342 encloses, 3rd compressive plane, the outer wall of the inwall of sphere of movements for the elephants shape pressure head and the 3rd vertical core rod 343 encloses, 4th compressive plane, the outer wall of the inwall of sphere of movements for the elephants shape pressure head and the 4th vertical core rod 344 encloses, form the host cavity of collecting bolt parts respectively.
Preferably, the interior facade of the wall between the first compressive plane and lower floor's compressive plane extends to increase wall thickness to direction in the first hole 361, in the interior vertical facing second bore 362 of the wall between the second compressive plane and lower floor's compressive plane, direction extends to increase wall thickness, the interior facade of the wall between the 3rd compressive plane and lower floor's compressive plane extends to increase wall thickness to direction in the 3rd hole 363, and the interior facade of the wall between the 4th compressive plane and lower floor's compressive plane extends to increase wall thickness to direction in the 4th hole 364.
In the present embodiment, moulding box 32 comprises vertical the first side plate 321, second side plate 322, the 3rd side plate 323 and the 4th side plate 324.
Wherein, the first side plate 321, second side plate 322, the 3rd side plate 323 are connected successively with the 4th side plate 324, enclose and form cuboid or cube host cavity.
Preferably, the side inwall of moulding box 32 is provided with inward flange 326, and the side inwall of moulding box 32 inner opposing flanges 326 is provided with inner groovy 328.Because with the outer wall of the pressure head 36 of vertical pore structure and the inwall of moulding box 32 seamless applying, therefore, pressure head 36 with vertical pore structure is provided with outer groove 366 with the seamless applying place of inward flange 326, and pressure head 36 and the seamless applying place of inner groovy 328 with vertical pore structure are provided with outward flange 368.
In the present embodiment, the outer wall of the first vertical core rod 341 is provided with two the first adjacent vertical grooves 3411, the outer wall of the second vertical core rod 342 is provided with two the second adjacent vertical grooves 3422, the outer wall that the outer wall of the 3rd vertical core rod 343 is provided with two adjacent vertical core rods 344 of the 3rd vertical groove the 3433, four is provided with two the 4th adjacent vertical grooves 3444.
The first vertical groove 3411 seamless applying place adjacent with two, first hole 361 is provided with two the first adjacent vertical flanges 3611, and the bottom surface, lower end of this first vertical flange 3611 is the first compressive plane; The second vertical groove 3422 seamless applying place adjacent with two, second hole 362 is provided with two the second adjacent vertical flanges 3622, and the bottom surface, lower end of this second vertical flange 3622 is the second compressive plane; The bottom surface, lower end that the three vertical groove 3433 seamless applying place adjacent with two, 3rd hole 363 is provided with two adjacent vertical flanges 3633 of the 3rd vertical flange the 3633, three is the 3rd compressive plane; The bottom surface, lower end that the four vertical groove 3444 seamless applying place adjacent with two, 4th hole 364 is provided with two adjacent vertical flanges 3644 of the 4th vertical flange the 3644, four is the 4th compressive plane.
In the present embodiment, first compressive plane (not shown) is " L " shape, the shape of the second compressive plane and the shape of the first compressive plane are specular centered by vertical rib, the shape of the 3rd compressive plane and the shape of the 4th compressive plane are specular centered by vertical rib, the shape of the 3rd compressive plane and the shape of the second compressive plane are in specular centered by cross rib, and the shape of the 4th compressive plane and the shape of the first compressive plane are specular centered by cross rib.
Above-mentioned building block mould, supporting plate 30, moulding box 32, core rod unit and the pressure head 36 with vertical pore structure combinationally use, and are the building block of " L " shape for shaping protrusion bolt parts.
Refer to Fig. 5, the building block mould of another embodiment, be made up of a die unit, this die unit comprises supporting plate 40, be arranged on the moulding box 42 on supporting plate 40, be arranged on the core rod unit of moulding box 42 li, and be plugged in the pressure head 46 with vertical pore structure between moulding box 42 and core rod unit.
In the present embodiment, the upper surface of supporting plate 40 is smooth flat.Preferably, the material of supporting plate 40 is metal or wooden or bamboo matter.
With the outer wall of the pressure head 46 of vertical pore structure and the inwall of moulding box 42 seamless applying.
In the present embodiment, the pressure head 46 with vertical pore structure is sphere of movements for the elephants shape pressure head.Core rod unit comprises the vertical core rod 442 of the first vertical core rod 441, second, the 3rd vertical core rod 443 and the 4th vertical core rod 444.
Wherein, sphere of movements for the elephants shape pressure head 46 have antetheca, rear wall, Zuo Bi, You Bi, connection antetheca and rear wall vertical rib and be connected the cross rib of Zuo Bi and right wall.
Vertical rib, cross rib, left wall and rear wall enclose the first hole 461 forming the vertical core rod 441 of collecting first, vertical rib, cross rib, right wall and rear wall enclose the second hole 462 forming the vertical core rod 442 of collecting second, vertical rib, cross rib, right wall and antetheca enclose the 3rd hole 463 forming the vertical core rod 443 of collecting the 3rd, and vertical rib, cross rib, left wall and antetheca enclose the 4th hole 464 forming the vertical core rod 444 of collecting the 4th.
In the present embodiment, in first hole 461, right half side one end near supporting plate 40 is provided with the first compressive plane, in second hole 462, left half side one end near supporting plate 40 is provided with the second compressive plane, in 3rd hole 463, left half side one end near supporting plate 40 is provided with the 3rd compressive plane, and in the 4th hole 464, right half side one end near supporting plate 40 is provided with the 4th compressive plane.
Be appreciated that, in other embodiments, in first hole 461, left half side one end near supporting plate 40 is provided with the first compressive plane, in second hole 462, right half side one end near supporting plate 40 is provided with the second compressive plane, in 3rd hole 463, right half side one end near supporting plate 40 is provided with the 3rd compressive plane, and in the 4th hole, 464 interior left half side one end near supporting plate 40 are provided with the 4th compressive plane.Above-mentioned first compressive plane, the second compressive plane, the 3rd compressive plane and the 4th compressive plane are used for the upper surface of shaping protrusion bolt parts.
Respectively on the seamless wall be attached in hole, respective place and downward, the first compressive plane, the second compressive plane, the 3rd compressive plane, the 4th compressive plane are stairstepping with the vertical vertical cross-section adhering to wall separately respectively for above-mentioned first compressive plane, the second compressive plane, the 3rd compressive plane, the 4th compressive plane.
It should be noted that, the first compressive plane, the second compressive plane, the 3rd compressive plane, the 4th compressive plane only may be attached on the wall of sphere of movements for the elephants shape pressure head, and non-cohesive on vertical rib and cross rib.
Preferably, the first hole 461 and the second hole 462 are symmetrical arranged about vertical rib, and the second hole 462 and the 3rd hole 463 are symmetrical arranged about cross rib, and the 3rd hole 463 and the 4th hole 464 are symmetrical arranged about vertical rib, and the first hole 461 and the 4th hole 464 are symmetrical arranged about cross rib.
The bottom surface, lower end of sphere of movements for the elephants shape pressure head is lower floor's compressive plane, and lower floor's compressive plane is a plane, for the wall of shaping building block and the upper surface of rib.
Vertical range when first compressive plane, the second compressive plane, the 3rd compressive plane, the 4th compressive plane are respectively and the vertical range of lower floor's compressive plane is less than extruded building block state between lower floor's compressive plane and splint upper surface.
First compressive plane, the second compressive plane, the 3rd compressive plane, the maximum length of the 4th compressive plane on horizontal left and right directions are less than 1/2 of bottom surface, the lower end left and right directions length in hole, respective place respectively.
The outer wall of the first vertical core rod 441, the outer wall of the second vertical core rod 442, the outer wall of the 3rd vertical core rod 443, the outer wall of the 4th vertical core rod 444 is seamless applying with the inwall of sphere of movements for the elephants shape pressure head respectively, and the first compressive plane, the outer wall of the inwall of sphere of movements for the elephants shape pressure head and the first vertical core rod 441 encloses, second compressive plane, the outer wall of the inwall of sphere of movements for the elephants shape pressure head and the second vertical core rod 442 encloses, 3rd compressive plane, the outer wall of the inwall of sphere of movements for the elephants shape pressure head and the 3rd vertical core rod 443 encloses, 4th compressive plane, the outer wall of the inwall of sphere of movements for the elephants shape pressure head and the 4th vertical core rod 444 encloses, form the host cavity of collecting bolt parts respectively.
Preferably, the interior facade of the wall between the first compressive plane and lower floor's compressive plane extends to increase wall thickness to direction in the first hole 461, in the interior vertical facing second bore 462 of the wall between the second compressive plane and lower floor's compressive plane, direction extends to increase wall thickness, the interior facade of the wall between the 3rd compressive plane and lower floor's compressive plane extends to increase wall thickness to direction in the 3rd hole 463, and the interior facade of the wall between the 4th compressive plane and lower floor's compressive plane extends to increase wall thickness to direction in the 4th hole 464.
In the present embodiment, moulding box 42 comprises vertical the first side plate 421, second side plate 422, the 3rd side plate 423 and the 4th side plate 424.
Wherein, the first side plate 421, second side plate 422, the 3rd side plate 423 are connected successively with the 4th side plate 424, enclose and form cuboid or cube host cavity.
Preferably, the side inwall of moulding box 42 is provided with inward flange 426, and the side inwall of moulding box 42 inner opposing flanges 426 is provided with inner groovy 428.Because with the outer wall of the pressure head 46 of vertical pore structure and the inwall of moulding box 42 seamless applying, therefore, pressure head 46 with vertical pore structure is provided with outer groove 466 with the seamless applying place of inward flange 426, and pressure head 46 and the seamless applying place of inner groovy 428 with vertical pore structure are provided with outward flange 468.
In the present embodiment, the outer wall of the vertical core rod 442 of the first vertical core rod 441, second, the 3rd vertical core rod 443, the 4th vertical core rod 444 is respectively equipped with the vertical groove 4422 of the first vertical groove 4411, second, the 3rd vertical groove 4433 and the 4th vertical groove 4444.
First hole 461 and the first vertical seamless applying place of groove 4411 are provided with the first vertical flange 4611, and the bottom surface, lower end of this first vertical flange 4611 is the first compressive plane; Second hole 462 and the second vertical seamless applying place of groove 4422 are provided with the second vertical flange 4622, and the bottom surface, lower end of this second vertical flange 4622 is the second compressive plane; 3rd hole 463 and the 3rd vertical seamless applying place of groove 4433 are provided with the 3rd vertical flange 4633, and the bottom surface, lower end of this first vertical flange 4633 is the 3rd compressive plane; The bottom surface, lower end that 4th hole 464 and the 4th vertical seamless applying place of groove 4444 are provided with the vertical flange 4644 of the 4th vertical flange the 4644, four is the 4th compressive plane.
In the present embodiment, first compressive plane (not shown) is rectangle, the shape of the second compressive plane and the shape of the first compressive plane are specular centered by vertical rib, the shape of the 3rd compressive plane and the shape of the 4th compressive plane are specular centered by vertical rib, the shape of the 3rd compressive plane and the shape of the second compressive plane are in specular centered by cross rib, and the shape of the 4th compressive plane and the shape of the first compressive plane are specular centered by cross rib.
Above-mentioned building block mould, supporting plate 40, moulding box 42, core rod unit and the pressure head 46 with vertical pore structure combinationally use, and are the building block of rectangle for shaping protrusion bolt parts.
Refer to Figure 10, be the unitary mould combined by building block mould in multiple Fig. 1, comprise overall supporting plate, overall moulding box, integral mould core and overall pressure head.
Wherein, overall moulding box is made up of the moulding box 12 of 2 × 4, integral mould core is made up of the core rod unit 14 of 2 × 4, and overall pressure head is made up of the pressure head 16 with vertical pore structure of 2 × 4, and overall supporting plate is made up of the monoblock flat board mated with overall pressure head, integral mould core and overall moulding box.
Concrete, can combinationally use to make overall moulding box, integral mould core and overall pressure head, weld together with steel plate 1203 between core rod unit 14 and moulding box 12, pressure head 16 with vertical pore structure offers groove 1205 at the correspondence position with steel plate 1203, during extruded building block, steel plate 1203 inserts above-mentioned groove 1205 and fits tightly with the inwall of this groove 1205.
Above-mentioned unitary mould, according to the parameter of block machine with need some pressure heads 16 with vertical pore structure, core rod unit 14 and moulding box 12 to carry out Combined machining respectively, makes unitary mould, can increase a block forming quantity, boost productivity.
It should be noted that, above-mentioned building block mould can used aloned, and shaping singlely have the shock-proof brick protruding bolt parts; Also can combinationally use, shaping multiple shock-proof brick with protrusion bolt parts, and the occupation mode of above-mentioned building block mould is not limited to described above several, finally can obtain having the shock-proof brick protruding bolt parts.
This building block mould technical scheme defines the cavity enclosing extruded building block, the given shape architectural feature of this cavity makes extruded blocks shape have corresponding specified features, thus the building block product that this mould is suppressed has corresponding beneficial effect:
For ease of illustrating and understanding, herein first, second compressive plane of " day " font pressure head, first, second, third, fourth compressive plane of sphere of movements for the elephants shape pressure head is referred to as upper strata compressive plane, and the bottom surface, lower end of " day " font pressure head or sphere of movements for the elephants shape pressure head is referred to as lower floor's compressive plane.Because the upper strata compressive plane attachment of die head is arranged on the wall in the hole of " day " font pressure head or sphere of movements for the elephants shape pressure head, upper strata compressive plane is stairstepping with the vertical vertical cross-section of attachment wall, the inwall that these features make the bolt parts of shaping building block be attached to building block through hole stretch out outside through hole, the bolt parts of each building block of the body of wall that the fissure of displacement is built by laying bricks or stones stretch out in the through hole of outer adjacent two building blocks in partial insertion upper strata of through hole, and the wall of adjacent levels building block and wall, rib is docked by mortar with rib, by the cross-sectional strength of bolt parts self in front and back, each the block building block of left and right directions restriction, and act on above-below direction constraint building block by mortar bonding, mutually retrain between building block adjacent up and down in body of wall.
First, second compressive plane (upper strata compressive plane) of described " day " font pressure head is not arranged on vertical rib, or first, second, third, fourth compressive plane of sphere of movements for the elephants shape pressure head (upper strata compressive plane) is not arranged on vertical rib and cross rib, this technical characteristic makes the bolt parts of shaping building block not be arranged on building block middle rib, when using this concrete block masonry body of wall, there is between the building block through hole of building block bolt parts and its insertion rational gap be convenient to card and build, constructability.
The maximum length of upper strata compressive plane on horizontal left and right directions is less than 1/2 of bottom surface, the lower end left and right directions length in hole, respective place respectively, and the right side that is half side, right ports, a left side that upper strata compressive plane is arranged on building block left hole is half side, or a left side that is half side, right ports, the right side being arranged on left hole is half side; Lower floor's compressive plane of pressure head is a plane, and the upper surface of supporting plate is a plane; These features make the slurry surface of shaping building block and slurry surface be two planes be parallel to each other, and build rear mortar thickness by laying bricks or stones evenly, power transmission is even, makes block masonry have good mechanical property; And make the lower surface of building block be a plane and locally upwards do not cave in, therefore the upper surface of the supporting plate of mould is plane, only need change the utility model mould on traditional unidirectional pressure head block machine, production craft step is identical with common building block, is convenient to manufacture.
The above embodiment only have expressed several embodiment of the present utility model, and it describes comparatively concrete and detailed, but therefore can not be interpreted as the restriction to the utility model the scope of the claims.It should be pointed out that for the person of ordinary skill of the art, without departing from the concept of the premise utility, can also make some distortion and improvement, these all belong to protection domain of the present utility model.Therefore, the protection domain of the utility model patent should be as the criterion with claims.

Claims (8)

1. a building block mould, is characterized in that, have for extruded the shock-proof brick protruding bolt parts, described building block mould is horizontally combined by least one die unit, and described die unit comprises:
Supporting plate, the upper surface of described supporting plate is a plane;
Be arranged on the moulding box on described splint upper surface;
Be arranged on the core rod unit in described moulding box; And
Be plugged in the pressure head with vertical pore structure between described moulding box and core rod unit, the outer wall of the described pressure head with vertical pore structure and the inwall of described moulding box seamless applying, the described pressure head with vertical pore structure is " day " font pressure head or sphere of movements for the elephants shape pressure head;
When the described pressure head with vertical pore structure is " day " font pressure head, described core rod unit comprises the first vertical core rod and the second vertical core rod; Described " day " font pressure head has antetheca, rear wall, Zuo Bi, You Bi and connects the vertical rib of described antetheca and rear wall, described vertical rib and antetheca, rear wall, Zuo Bi enclose the first hole being formed and accommodate the described first vertical core rod, described vertical rib and antetheca, rear wall, You Bi enclose the second hole being formed and accommodate the described second vertical core rod, the half side one end near described supporting plate, a left side in described first hole is provided with the first compressive plane, and the half side one end near described supporting plate, the right side in described second hole is provided with the second compressive plane; Or half side one end near described supporting plate, the right side in described first hole is provided with the first compressive plane, the half side one end near described supporting plate, a left side in described second hole is provided with the second compressive plane; Respectively on the seamless wall be attached in hole, respective place and downward, described first compressive plane, the second compressive plane are stairstepping with the vertical vertical cross-section adhering to wall separately respectively for described first compressive plane, the second compressive plane; The bottom surface, lower end of described " day " font pressure head is lower floor's compressive plane, described lower floor compressive plane is a plane, vertical range when described first compressive plane, the second compressive plane are respectively and the vertical range of lower floor's compressive plane is all less than extruded building block state between lower floor's compressive plane and splint upper surface, described first compressive plane, the maximum length of the second compressive plane on horizontal left and right directions are less than 1/2 of bottom surface, the lower end left and right directions length in hole, respective place respectively; The outer wall of the described first vertical core rod, the outer wall of the second vertical core rod are seamless applying with the inwall of described " day " font pressure head respectively, and the outer wall of the inwall of described first compressive plane, " day " font pressure head and the first vertical core rod encloses, the outer wall of the inwall of described second compressive plane, " day " font pressure head and the second vertical core rod encloses, and forms the host cavity of the described bolt jointing part part of collecting respectively;
When the described pressure head with vertical pore structure is sphere of movements for the elephants shape pressure head, described core rod unit comprises the first vertical core rod, second vertical core rod, 3rd vertical core rod and the 4th vertical core rod, described sphere of movements for the elephants shape pressure head has antetheca, rear wall, Zuo Bi, right wall, connect the vertical rib of described antetheca and rear wall, and connect the cross rib of described Zuo Bi and right wall, described vertical rib, cross rib, Zuo Bi, rear wall encloses the first hole forming collecting the described first vertical core rod, described vertical rib, cross rib, rear wall, right wall encloses the second hole forming collecting the described second vertical core rod, described vertical rib, cross rib, right wall, antetheca encloses the 3rd hole forming collecting the described 3rd vertical core rod, described vertical rib, cross rib, Zuo Bi, antetheca encloses the 4th hole forming collecting the described 4th vertical core rod, the half side one end near described supporting plate, a left side in described first hole is provided with the first compressive plane, the half side one end near described supporting plate, the right side in described second hole is provided with the second compressive plane, the half side one end near described supporting plate, the right side in described 3rd hole is provided with the 3rd compressive plane, and the half side one end near described supporting plate, a left side in described 4th hole is provided with the 4th compressive plane, or half side one end near described supporting plate, the right side in described first hole is provided with the first compressive plane, the half side one end near described supporting plate, a left side in described second hole is provided with the second compressive plane, the half side one end near described supporting plate, a left side in described 3rd hole is provided with the 3rd compressive plane, and the half side one end near described supporting plate, the right side in described 4th hole is provided with the 4th compressive plane, respectively on the seamless wall be attached in hole, respective place and downward, described first compressive plane, the second compressive plane, the 3rd compressive plane, the 4th compressive plane are stairstepping with the vertical vertical cross-section adhering to wall separately respectively for described first compressive plane, the second compressive plane, the 3rd compressive plane, the 4th compressive plane, the bottom surface, lower end of described sphere of movements for the elephants shape pressure head is lower floor's compressive plane, described lower floor compressive plane is a plane, vertical range when described first compressive plane, the second compressive plane, the 3rd compressive plane, the 4th compressive plane are respectively and the vertical range of described lower floor compressive plane is all less than extruded building block state between lower floor's compressive plane and splint upper surface, described first compressive plane, the second compressive plane, the 3rd compressive plane, the maximum length of the 4th compressive plane on horizontal left and right directions are less than 1/2 of bottom surface, the lower end left and right directions length in hole, respective place respectively, the outer wall of the described first vertical core rod, the outer wall of the second vertical core rod, the outer wall of the 3rd vertical core rod, the outer wall of the 4th vertical core rod is seamless applying with the inwall of described sphere of movements for the elephants shape pressure head respectively, and described first compressive plane, the outer wall of the inwall of sphere of movements for the elephants shape pressure head and the first vertical core rod encloses, described second compressive plane, the outer wall of the inwall of sphere of movements for the elephants shape pressure head and the second vertical core rod encloses, described 3rd compressive plane, the outer wall of the inwall of sphere of movements for the elephants shape pressure head and the 3rd vertical core rod encloses, described 4th compressive plane, the outer wall of the inwall of sphere of movements for the elephants shape pressure head and the 4th vertical core rod encloses, form the host cavity of the described bolt jointing part part of collecting respectively.
2. building block mould according to claim 1, it is characterized in that, when the described pressure head with vertical pore structure is " day " font pressure head, the interior facade of the wall between described first compressive plane and lower floor's compressive plane extends to increase wall thickness to direction in the first hole, and in the interior vertical facing second bore of the wall between described second compressive plane and lower floor's compressive plane, direction extends to increase wall thickness;
When the described pressure head with vertical pore structure is sphere of movements for the elephants shape pressure head, the interior facade of the wall between described first compressive plane and lower floor's compressive plane extends to increase wall thickness to direction in the first hole, in the interior vertical facing second bore of the wall between described second compressive plane and lower floor's compressive plane, direction extends to increase wall thickness, the interior facade of the wall between described 3rd compressive plane and lower floor's compressive plane extends to increase wall thickness to direction in the 3rd hole, and the interior facade of the wall between described 4th compressive plane and lower floor's compressive plane extends to increase wall thickness to direction in the 4th hole.
3. building block mould according to claim 1, it is characterized in that, described moulding box comprises the first vertical side plate, the second side plate, the 3rd side plate and the 4th side plate, and described first side plate, the second side plate, the 3rd side plate are connected successively with the 4th side plate, encloses and forms cuboid or cube host cavity.
4. building block mould according to claim 1, is characterized in that, the side inwall of described moulding box is provided with inward flange, and the side inwall of the relatively described inward flange of described moulding box is provided with inner groovy; Outer wall and the seamless applying place of described inward flange of the described pressure head with vertical pore structure are provided with outer groove, and outer wall and the seamless applying place of described inner groovy of the described pressure head with vertical pore structure are provided with outward flange.
5. building block mould according to claim 1, it is characterized in that, when the described pressure head with vertical pore structure is " day " font pressure head, the outer wall of the described first vertical core rod, the outer wall of the second vertical core rod are respectively equipped with at least one vertical flange or vertical groove, and described first compressive plane, the second compressive plane are separately positioned on the inwall of close described vertical flange or vertical groove in hole, respective place;
When the described pressure head with vertical pore structure is sphere of movements for the elephants shape pressure head, the outer wall of the described first vertical core rod, the outer wall of the second vertical core rod, the outer wall of the 3rd vertical core rod, the outer wall of the 4th vertical core rod are respectively equipped with at least one vertical flange or vertical groove, and described first compressive plane, the second compressive plane, the 3rd compressive plane, the 4th compressive plane are separately positioned on the inwall of close described vertical flange or vertical groove in hole, respective place.
6. building block mould according to claim 1, is characterized in that, when the described pressure head with vertical pore structure is " day " font pressure head, described first hole and the second hole are symmetrical arranged about vertical rib;
When the described pressure head with vertical pore structure is sphere of movements for the elephants shape pressure head, described first hole and the second hole are symmetrical arranged about vertical rib, described second hole and the 3rd hole are symmetrical arranged about cross rib, described 3rd hole and the 4th hole are symmetrical arranged about vertical rib, and described first hole and the 4th hole are symmetrical arranged about cross rib.
7. building block mould according to claim 1, it is characterized in that, when the described pressure head with vertical pore structure is " day " font pressure head, the shape of described first compressive plane is rectangle or " recessed " font or " L " shape or triangle, the shape of described second compressive plane and the shape of described first compressive plane centered by vertical rib in specular;
When the described pressure head with vertical pore structure is sphere of movements for the elephants shape pressure head, the shape of described first compressive plane is rectangle, or " recessed " font, or " L " shape or triangle, the shape of described second compressive plane and the shape of described first compressive plane are specular centered by vertical rib, the shape of described 3rd compressive plane and the shape of described 4th compressive plane are specular centered by vertical rib, the shape of described 3rd compressive plane and the shape of described second compressive plane are specular centered by cross rib, the shape of described 4th compressive plane and the shape of described first compressive plane are specular centered by cross rib.
8. building block mould according to any one of claim 1 to 7, it is characterized in that, when described die unit is combined into building block mould, be connected and fixed with steel plate between core rod unit and moulding box, the position of the corresponding described steel plate of the described pressure head with vertical pore structure is provided with groove, during extruded building block, described steel plate inserts described groove and fits tightly with the inwall of described groove.
CN201420617798.XU 2014-10-24 2014-10-24 Building block mould Withdrawn - After Issue CN204160609U (en)

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CN204160609U true CN204160609U (en) 2015-02-18

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Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN104400888A (en) * 2014-10-24 2015-03-11 段炼山 Building block die and method of carrying out pressing to form building block by utilizing same

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN104400888A (en) * 2014-10-24 2015-03-11 段炼山 Building block die and method of carrying out pressing to form building block by utilizing same
CN104400888B (en) * 2014-10-24 2016-07-06 段炼山 Building block mould and the method utilizing its compressing building block

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