CN106869402B - Assembly concrete component and its manufacturing method - Google Patents
Assembly concrete component and its manufacturing method Download PDFInfo
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- CN106869402B CN106869402B CN201710220554.6A CN201710220554A CN106869402B CN 106869402 B CN106869402 B CN 106869402B CN 201710220554 A CN201710220554 A CN 201710220554A CN 106869402 B CN106869402 B CN 106869402B
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- truss
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C3/00—Structural elongated elements designed for load-supporting
- E04C3/02—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces
- E04C3/29—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces built-up from parts of different material, i.e. composite structures
- E04C3/293—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces built-up from parts of different material, i.e. composite structures the materials being steel and concrete
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C3/00—Structural elongated elements designed for load-supporting
- E04C3/30—Columns; Pillars; Struts
- E04C3/36—Columns; Pillars; Struts of materials not covered by groups E04C3/32 or E04C3/34; of a combination of two or more materials
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- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Chemical & Material Sciences (AREA)
- Composite Materials (AREA)
- Joining Of Building Structures In Genera (AREA)
Abstract
The present invention relates to a kind of assembly concrete component and its manufacturing method, the assembly concrete component includes: the first truss, the second truss, connector and concrete.First truss, the second truss, connector and the concrete are integrated.First truss and second truss are spaced setting side by side.Described connector one end is connected with first truss, and the connector other end is connected with second truss.Replace the reinforcing bar in traditional assembly concrete component by the first truss, the second truss, connector can be easier to assemble the first truss and the second truss in this way, first truss, the installation site of the second truss are more accurate, it will be after the first truss, the second truss, connector pouring molding by cast-in-place concrete, it can be used as supporting beam or support column, it is good with biggish bearing capacity, durability, and it is avoided that the bad phenomenon for occurring moulding destruction in the construction time.
Description
Technical field
The present invention relates to a kind of assembled architectures, more particularly to a kind of assembly concrete component and its manufacturing method.
Background technique
Traditional assembly concrete component is assembling to be bound by multiple reinforcing bar stirrups and with concreting shape
At.However, the setting position of stirrup spacing and reinforcing bar is easy to produce mistake in assembly concrete component assembling casting process
Difference, the so bearing capacity to assembly concrete component and durability have large effect, or even the assembled within the construction time
Concrete component is easy to appear the bad phenomenon of moulding destruction.
Summary of the invention
Based on this, it is necessary to it overcomes the deficiencies of existing technologies, a kind of assembly concrete component and its manufacturing method is provided,
It enables to assembly concrete component to have biggish bearing capacity, durability good.
Its technical solution is as follows: a kind of assembly concrete component, comprising: the first truss, the second truss, connector and mixed
Solidifying soil, first truss, the second truss, connector and the concrete are integrated；First truss with it is described
Second truss is spaced setting side by side, and described connector one end is connected with first truss, the connector other end with it is described
Second truss is connected.
A kind of manufacturing method of the assembly concrete component, includes the following steps:
Select the first truss, the second truss, multiple first connectors and multiple second connectors of preset length；
First truss, second truss is set to be spaced setting side by side, by first truss, second truss
Lower part is attached by first connector, and the top of first truss, second truss is passed through described second
Connector is attached, to form group frame to be poured；
Bottom template and side template is respectively set in bottom, the side of the group frame to be poured, and makes the side
There is interval between portion's template and the side of the group frame to be poured, and combined with described wait pour in the bottom template
Several cushion blocks are set between frame, so that between having between the bottom surface of the group frame to be poured and the bottom template
Every；
Cast-in-place concrete is poured into described wait pour in group frame, and is pouring into the cast-in-place of the group frame to be poured
After concrete setting, side template and bottom template are removed.
Above-mentioned assembly concrete component and manufacturing method replace traditional assembled by the first truss, the second truss
Reinforcing bar in concrete component, such connector can be easier to assemble the first truss and the second truss, the first truss,
The installation site of second truss is more accurate, by cast-in-place concrete by after the first truss, the second truss, connector pouring molding,
It can be used as supporting beam or support column, have biggish bearing capacity, durability good, and be avoided that in the construction time and moulding destruction occur
Bad phenomenon.
The connector includes multiple first connectors and multiple second connectors in one of the embodiments, described
First connector is arranged at intervals on the wherein side of first truss, second truss side by side, and second connector is simultaneously
Column are arranged at intervals on the other side of first truss, second truss.In this way, passing through multiple first connectors, second
Connector is respectively installed in the two sides of the first truss, the second truss, can so that the first truss, the second truss assembling together,
To which the first truss, the second truss before casting concrete can be relatively fixed.
First connector one end is equipped with the first inserting groove in one of the embodiments, and first connector is another
One end is equipped with the second inserting groove, and first inserting groove, second inserting groove are located at the same side of first connector
Face；A wherein side for first truss is fitted into first inserting groove, and a wherein side for second truss is packed into
In second inserting groove；Second connector one end is equipped with third inserting groove, and the second connector other end is equipped with the
Four inserting grooves, and the third inserting groove, the 4th inserting groove are located at the same side of second connector；Described first
The other side of truss is fitted into the third inserting groove, and the other side of second truss is packed into the 4th inserting groove
In.In this way, the first connector, the second connector pass through respectively inserting groove thereon be inserted into the first truss, the second truss it is outer
Side can fast implement the assembling between the first truss, the second truss, without using stirrup carry out binding and fixing, operation compared with
For convenience.
The first connector one end side is arranged at intervals with the first limit plate and side by side in one of the embodiments,
Two limit plates, first limit plate and second limit plate constitute first inserting groove, and first connector is another
End side surface is arranged at intervals with third limit plate and the 4th limit plate side by side, and the third limit plate and the 4th limit plate are constituted
Second inserting groove；The second connector one end side is arranged at intervals with the first positioning plate and the second positioning plate, institute side by side
It states the first positioning plate and second positioning plate constitutes the third inserting groove, between the second connector other end side is arranged side by side
Every being provided with third positioning plate and the 4th positioning plate, the third positioning plate and the 4th positioning plate constitute the 4th grafting
Slot.First connector, the first limit plate, the second limit plate, third limit plate and the 4th limit plate are integrated, and second connects
Fitting, the first positioning plate, the second positioning plate, third positioning plate and the 4th positioning plate are integrated.
The 5th inserting groove, and the 5th inserting groove are equipped in the middle part of first connector in one of the embodiments,
It is located at the same side of first connector with first inserting groove, second inserting groove；In second connector
Portion is equipped with the 6th inserting groove, and the 6th inserting groove and the third inserting groove, the 4th inserting groove are located at described second
The same side of connector；5th inserting groove is oppositely arranged with the 6th inserting groove.In this way, the 5th inserting groove and the 6th
Third truss, the in this way bearing capacity of energy reinforced assembly formula concrete component can be packed into inserting groove.In other embodiments,
It can also continue to increase inserting groove on a connection piece, the second connector, more truss can be packed into this way, so that assembled
Concrete component has biggish bearing capacity.
First connector one end is equipped with the first fixture block in one of the embodiments, and first connector is another
End is equipped with the second fixture block, and first fixture block, second fixture block are located at the same side of first connector；Described
A wherein side for one truss is equipped with the first card slot being adapted with first fixture block, a wherein side for second truss
Equipped with the second card slot being adapted with second fixture block；Second connector one end is equipped with third fixture block, and described second connects
The fitting other end is equipped with the 4th fixture block, and the third fixture block, the 4th fixture block are located at the same side of first connector
Face；The other side of first truss be equipped with the third fixture block be adapted third card slot, second truss it is another
One side is equipped with the 4th card slot being adapted with the 4th fixture block.In this way, the first connector, the second connector pass through it respectively
On the fixture block outside portion that is inserted into the first truss, the second truss card slot in, just can fast implement the first truss, the second purlin
Assembling between frame operates more convenient without carrying out binding and fixing using stirrup.
First connector, second connector are stripe board, X-shaped plate or frame in one of the embodiments,
Plate.In this way, after being assembled by the first connector, the second connector to the first truss, the second truss, the first connector,
Gap between two connectors can be convenient for being passed through cast-in-place concrete.
First truss or second truss include top boom, lower boom and connection in one of the embodiments,
Multiple first web members, multiple second web members between the top boom and the lower boom, first web member, described second
Web member is in zigzag and is alternately arranged between the top boom and the lower boom.In this way, the first truss, the second truss assembling
After the completion, poured concrete, cast-in-place concrete speed are convenient in top boom, lower boom, the first web member, the interval between the second web member
Comparatively fast.Optionally, the angle between the first web member, the second web member and top boom or lower boom is 40 degree to 70 degree.Preferably,
Angle between one web member, the second web member and top boom or lower boom is 45 degree or 60 degree.In this way, can guarantee assembly concrete
Component has biggish bearing capacity.In addition, top boom, lower boom, the first web member and the second web member can be integrated.
First truss or second truss are bar steel plate, the bar steel plate in one of the embodiments,
It is provided along its length multiple triangle open mouth areas.In this way, after the completion of the first truss, the second truss assembling, the first truss,
Poured concrete, cast-in-place concrete fast speed can be convenient in triangle open mouth area in two truss.Wherein, triangle is constituted to open
The side of mouth region is obliquely installed relative to the side of bar steel plate, and tilt angle is 40 degree to 70 degree.In this way, can guarantee assembly
Formula concrete component has biggish bearing capacity.
Detailed description of the invention
Fig. 1 is the structural schematic diagram of assembly concrete component described in the embodiment of the present invention；
Fig. 2 is the end view of assembly concrete component described in the one of embodiment of the present invention；
Fig. 3 is the end view of assembly concrete component described in another embodiment of the present invention；
Fig. 4 is the structural schematic diagram of the present invention the first connector described in one embodiment；
Fig. 5 is the structural schematic diagram of the first connector described in another embodiment of the present invention；
Fig. 6 is the structural schematic diagram of the first connector described in another embodiment of the invention；
Fig. 7 is the structural schematic diagram of the first connector described in further embodiment of the present invention；
Fig. 8 is the structural schematic diagram of the first connector described in two embodiments again of the invention；
Fig. 9 is the structural schematic diagram of the first connector described in present invention embodiment a repeatedly；
Figure 10 is the structural schematic diagram of the first connector described in four embodiments again of the invention；
Figure 11 is the structural schematic diagram of the first truss described in the embodiment of the present invention.
10, the first truss, 11, top boom, 12, lower boom, the 13, first web member, the 14, second web member, the 20, second truss,
31, the first connector, the 311, first inserting groove, the 312, second inserting groove, the 313, first limit plate, the 314, second limit plate,
315, third limit plate, the 316, the 4th limit plate, the 317, first fixture block, the 318, second fixture block, the 319, the 5th inserting groove, 32,
Two connectors, 321, third inserting groove, the 322, the 4th inserting groove, the 323, the 6th inserting groove, 40, concrete, 50, wait pour combination
Frame, 61, bottom template, 62, side template, 63, end template, 70, cushion block, 80, third truss.
Specific embodiment
In order to make the foregoing objectives, features and advantages of the present invention clearer and more comprehensible, with reference to the accompanying drawing to the present invention
Specific embodiment be described in detail.Many details are explained in the following description in order to fully understand this hair
It is bright.But the invention can be embodied in many other ways as described herein, those skilled in the art can be not
Similar improvement is done in the case where violating intension of the present invention, therefore the present invention is not limited by the specific embodiments disclosed below.
In the description of the present invention, it is to be understood that, term " first ", " second " are used for description purposes only, and cannot
It is interpreted as indication or suggestion relative importance or implicitly indicates the quantity of indicated technical characteristic.Define as a result, " the
One ", the feature of " second " can explicitly or implicitly include at least one of the features.In the description of the present invention, " multiple "
It is meant that at least two, such as two, three etc., unless otherwise specifically defined.
It, can be with when an element is considered as " connection " another element it should be noted that in embodiment described above
It is directly to another element or may be simultaneously present intermediary element.On the contrary, when element be referred to as " direct " with it is another
When element connects, intermediary element is not present.
As shown in Figure 1 to Figure 3, a kind of assembly concrete component, comprising: the first truss 10, the second truss 20, connector
With concrete 40.First truss 10, the second truss 20, connector and the concrete 40 are integrated.Described
One truss 10 is arranged at interval side by side with second truss 20.Described connector one end is connected with first truss 10, described
The connector other end is connected with second truss 20.
Above-mentioned assembly concrete component replaces traditional assembly concrete by the first truss 10, the second truss 20
Reinforcing bar in component, such connector can be easier to assemble the first truss 10 and the second truss 20, the first truss 10,
The installation site of second truss 20 is more accurate, and the first truss 10, the second truss 20, connector are poured and built up by cast-in-place concrete
After type, supporting beam or support column can be used as, have biggish bearing capacity, durability good, and be avoided that in the construction time and mould
The bad phenomenon that shape is destroyed.
In the present embodiment, the connector includes multiple first connectors 31 and multiple second connectors 32.Described first
Connector 31 is arranged at intervals on the wherein side of first truss 10, second truss 20, second connector side by side
32 are arranged at intervals on the other side of first truss 10, second truss 20 side by side.In this way, by the way that multiple first are connected
Part 31, the second connector 32 are respectively installed in the two sides of the first truss 10, the second truss 20, can be so that the first truss 10,
Two truss 20 fit together, so that the first truss 10, the second truss 20 before casting concrete 40 can be relatively fixed.
In addition, described first connector, 31 one end is equipped with the first inserting groove 311,31 other end of the first connector is equipped with
Second inserting groove 312.And first inserting groove 311, second inserting groove 312 are located at the same of first connector 31
Side.A wherein side for first truss 10 is fitted into first inserting groove 311, and wherein the one of second truss 20
Side is fitted into second inserting groove 312.Described second connector, 32 one end is equipped with third inserting groove 321, and described second connects
32 other end of fitting is equipped with the 4th inserting groove 322.And the third inserting groove 321, the 4th inserting groove 322 are located at described the
The same side of two connectors 32.The other side of first truss 10 is fitted into the third inserting groove 321, and described second
The other side of truss 20 is fitted into the 4th inserting groove 322.In this way, the first connector 31, the second connector 32 lead to respectively
The outside portion that inserting groove thereon is inserted into the first truss 10, the second truss 20 is crossed, the first truss 10, second can be fast implemented
Assembling between truss 20 operates more convenient without carrying out binding and fixing using stirrup.
In addition, please referring to Fig. 4 and Fig. 5,31 one end side of the first connector is arranged at intervals with the first limit plate side by side
313 and second limit plate 314.First limit plate 313 constitutes first inserting groove 311 with second limit plate 314.
First connector, 31 other end side is arranged at intervals with third limit plate 315 and the 4th limit plate 316 side by side.The third
Limit plate 315 and the 4th limit plate 316 constitute second inserting groove 312.Second connector, 32 one end side is simultaneously
Column are arranged at intervals with the first positioning plate and the second positioning plate.First positioning plate and second positioning plate constitute the third
Inserting groove 321.Second connector, 32 other end side is arranged at intervals with third positioning plate and the 4th positioning plate side by side.It is described
Third positioning plate and the 4th positioning plate constitute the 4th inserting groove 322.First connector, the first limit plate 313, second
Limit plate 314, third limit plate 315 and the 4th limit plate 316 are integrated, the second connector, the first positioning plate, second
Positioning plate, third positioning plate and the 4th positioning plate are integrated.
In addition, please referring to Fig. 3 and Fig. 5, the 5th inserting groove 319, and the described 5th are equipped in the middle part of first connector 31
Inserting groove 319 and first inserting groove 311, second inserting groove 312 are located at the same side of first connector 31.
It is equipped with the 6th inserting groove 323 in the middle part of second connector 32, and the 6th inserting groove 323 and the third inserting groove 321,
4th inserting groove 322 is located at the same side of second connector 32.5th inserting groove 319 is inserted with the described 6th
Access slot 323 is oppositely arranged.In this way, third truss 80 can be packed into the 5th inserting groove 319 and the 6th inserting groove 323, such energy
The bearing capacity of reinforced assembly formula concrete component.In other embodiments, the first connector 31, can be on the second connector 32
Inserting groove is continued growing, more truss can be packed into this way, so that assembly concrete component has biggish bearing capacity.
In one embodiment, referring to Fig. 6, described first connector, 31 one end be equipped with the first fixture block 317, described first
31 other end of connector is equipped with the second fixture block 318.And first fixture block 317, second fixture block 318 are located at described first and connect
The same side of fitting 31.A wherein side for first truss 10 is equipped with first be adapted with first fixture block 317
Card slot, a wherein side for second truss 20 are equipped with the second card slot being adapted with second fixture block 318.Described second
32 one end of connector is equipped with third fixture block, and 32 other end of the second connector is equipped with the 4th fixture block.And the third fixture block, institute
State the same side that the 4th fixture block is located at first connector 31.The other side of first truss 10 is equipped with and described the
The adaptable third card slot of three fixture blocks, the other side of second truss 20 are equipped with the be adapted with the 4th fixture block the 4th
Card slot.In this way, the first connector 31, the second connector 32 are inserted into the first truss 10, the second purlin by fixture block thereon respectively
In the card slot of the outside portion of frame 20, the assembling between the first truss 10, the second truss 20 just can be fast implemented, without using hoop
Muscle carries out binding and fixing, operates more convenient.
In addition, please referring to Fig. 4 to Figure 10, first connector 31, second connector 32 are stripe board, X-shaped
Plate or deckle board.In this way, after being assembled by the first connector 31, the second connector 32 to the first truss 10, the second truss 20,
Gap between first connector 31, the second connector 32 can be convenient for being passed through cast-in-place concrete 40.
In the present embodiment, Figure 11 is please referred to, first truss 10 or second truss 20 include top boom 11, lower edge
Bar 12 and multiple first web members 13 being connected between the top boom 11 and the lower boom 12, multiple second web members 14.Institute
State the first web member 13, second web member 14 in zigzag and be alternately arranged at the top boom 11 and the lower boom 12 it
Between.In this way, after the first truss 10, the second truss 20 are completed, top boom 11, lower boom 12, the first web member 13, the second web member
It is convenient for poured concrete 40,40 fast speed of cast-in-place concrete in interval between 14.Optionally, the first web member 13, the second web member
Angle between 14 and top boom 11 or lower boom 12 is 40 degree to 70 degree.Preferably, the first web member 13 and top boom 11 or under
Angle a between chord member 12 is 45 degree, and the angle b between the second web member 14 and top boom 11 or lower boom 12 is 60 degree.In this way,
It can guarantee that assembly concrete component has biggish bearing capacity.In addition, top boom 11, lower boom 12, the first web member 13 and
Two web members 14 can be integrated.
In another embodiment, first truss 10 or second truss 20 are bar steel plate, the bar shaped steel
Plate is provided along its length multiple triangle open mouth areas.Length direction is direction pointed by longer sides on bar steel plate.This
Sample, after the first truss 10, the second truss 20 are completed, the triangle open mouth area in the first truss 10, the second truss 20 can
Convenient for poured concrete 40,40 fast speed of cast-in-place concrete.Wherein, the side in triangle open mouth area is constituted relative to bar shaped steel
The side of plate is obliquely installed, and tilt angle is 40 degree to 70 degree.In this way, it is biggish to can guarantee that assembly concrete component has
Bearing capacity.
In the present embodiment, cushion block 70 is provided in the assembly concrete component.Wherein, the cushion block 70 can be
Several, and are spaced apart from each other and are set on same plane, the cushion block 70 and first truss 10, the second truss 20 or connect
Part is inconsistent.
Referring again to Fig. 1, a kind of manufacturing method of the assembly concrete component described in the present embodiment, including it is as follows
Step:
Step S101, the first truss 10 of preset length, the second truss 20, multiple first connectors 31 and multiple the are selected
Two connectors 32；
Step S102, make the interval setting side by side of first truss 10, second truss 20, by first truss
10, the lower part of second truss 20 is attached by first connector 31, by first truss 10, described second
The top of truss 20 is attached by second connector 32, to form group frame 50 to be poured；
Step S103, bottom template 61 and side mould is respectively set in bottom, the side of the group frame 50 to be poured
Plate 62, and make that there is interval between the side template 62 and the side of the group frame to be poured 50, and in the bottom
Several cushion blocks 70 are set between template 61 and the group frame to be poured 50, so that the bottom of the group frame to be poured 50
There is interval between face and the bottom template 61；
Wherein it is possible to group frame 50 to be poured end be arranged end template 63, and make end template 63 with it is to be poured
The end face for building group frame 50 has interval, and end template 63 is connect with bottom template 61, side template 62.
Step S104, cast-in-place concrete 40 is poured into the group frame 50 to be poured, and is filled in cast-in-place concrete 40
Enter described after pouring 24 to 48 hours of group frame 50, dismounting side template 62 and bottom template 61.
The manufacturing method of above-mentioned assembly concrete component replaces traditional dress by the first truss 10, the second truss 20
With the reinforcing bar in formula concrete component, such connector can be easier to assemble the first truss 10 and the second truss 20,
First truss 10, the installation site of the second truss 20 are more accurate, by cast-in-place concrete by the first truss 10, the second truss 20,
After connector pouring molding, supporting beam or support column can be used as, have biggish bearing capacity, durability good, and be avoided that and apply
Occurs the bad phenomenon of moulding destruction in duration.
Each technical characteristic of embodiment described above can be combined arbitrarily, for simplicity of description, not to above-mentioned reality
It applies all possible combination of each technical characteristic in example to be all described, as long as however, the combination of these technical characteristics is not deposited
In contradiction, all should be considered as described in this specification.
The embodiments described above only express several embodiments of the present invention, and the description thereof is more specific and detailed, but simultaneously
It cannot therefore be construed as limiting the scope of the patent.It should be pointed out that coming for those of ordinary skill in the art
It says, without departing from the inventive concept of the premise, various modifications and improvements can be made, these belong to protection of the invention
Range.Therefore, the scope of protection of the patent of the invention shall be subject to the appended claims.
Claims (7)
1. a kind of assembly concrete component characterized by comprising the first truss, the second truss, connector and concrete,
First truss, the second truss, connector and the concrete are integrated；First truss and second purlin
Frame is spaced setting side by side, and described connector one end is connected with first truss, the connector other end and second purlin
Frame is connected；The connector includes multiple first connectors and multiple second connectors, and first connector is spaced side by side to be set
It sets in the wherein side of first truss, second truss, second connector is arranged at intervals on described first side by side
The other side of truss, second truss；First connector one end is equipped with the first inserting groove, and first connector is another
End is equipped with the second inserting groove, and first inserting groove, second inserting groove are located at the same side of first connector；
A wherein side for first truss is fitted into first inserting groove, described in the wherein side loading of second truss
In second inserting groove；Second connector one end is equipped with third inserting groove, and the second connector other end is equipped with the 4th and inserts
Access slot, and the third inserting groove, the 4th inserting groove are located at the same side of second connector；First truss
The other side be fitted into the third inserting groove, the other side of second truss is fitted into the 4th inserting groove.
2. assembly concrete component according to claim 1, which is characterized in that the first connector one end side is simultaneously
Column are arranged at intervals with the first limit plate and the second limit plate, and first limit plate and second limit plate constitute described first
Inserting groove, the first connector other end side are arranged at intervals with third limit plate and the 4th limit plate, the third side by side
Limit plate and the 4th limit plate constitute second inserting groove；The second connector one end side is arranged at intervals with side by side
First positioning plate and the second positioning plate, first positioning plate and second positioning plate constitute the third inserting groove, described
Second connector other end side is arranged at intervals with third positioning plate and the 4th positioning plate side by side, the third positioning plate with it is described
4th positioning plate constitutes the 4th inserting groove.
3. assembly concrete component according to claim 1, which is characterized in that be equipped with the in the middle part of first connector
Five inserting grooves, and the 5th inserting groove and first inserting groove, second inserting groove are located at first connector
Same side；The 6th inserting groove, and the 6th inserting groove and the third inserting groove, institute are equipped in the middle part of second connector
State the same side that the 4th inserting groove is located at second connector；5th inserting groove is opposite with the 6th inserting groove to be set
It sets.
4. assembly concrete component according to any one of claims 1 to 3, which is characterized in that first connector,
Second connector is stripe board, X-shaped plate or deckle board.
5. assembly concrete component according to claim 1, which is characterized in that first truss or second purlin
Frame includes top boom, lower boom and multiple first web members being connected between the top boom and the lower boom, multiple second
Web member, first web member, second web member in zigzag and are alternately arranged between the top boom and the lower boom.
6. assembly concrete component according to claim 1, which is characterized in that first truss or second purlin
Frame is bar steel plate, and the bar steel plate is provided along its length multiple triangle open mouth areas.
7. a kind of manufacturing method of the assembly concrete component as described in any one of claim 1 to 6, which is characterized in that including
Following steps:
Select the first truss, the second truss, multiple first connectors and multiple second connectors of preset length；
First truss, second truss is set to be spaced setting side by side, by the lower part of first truss, second truss
It is attached by first connector, the top of first truss, second truss is connected by described second
Part is attached, to form group frame to be poured；
Bottom template and side template is respectively set in bottom, the side of the group frame to be poured, and makes the side mould
There is interval, and in the bottom template and the group frame to be poured between plate and the side of the group frame to be poured
Between several cushion blocks are set so that between the bottom surface of the group frame to be poured and the bottom template have interval；
Cast-in-place concrete is poured into it is described wait pour in group frame, and in the cast-in-place coagulation for pouring into the group frame to be poured
After soil solidification, side template and bottom template are removed.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710220554.6A CN106869402B (en) | 2017-04-06 | 2017-04-06 | Assembly concrete component and its manufacturing method |
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|---|---|---|---|
| CN201710220554.6A CN106869402B (en) | 2017-04-06 | 2017-04-06 | Assembly concrete component and its manufacturing method |
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| CN106869402A CN106869402A (en) | 2017-06-20 |
| CN106869402B true CN106869402B (en) | 2019-04-16 |
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| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
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| CN109775559B (en) * | 2018-07-23 | 2020-06-02 | 安徽省雄峰起重机械有限公司 | Crane beam for crane |
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| CN109372100B (en) * | 2018-08-20 | 2021-02-05 | 中民筑友科技投资有限公司 | Assembly method of assembly type concrete truss shear wall building |
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| CN109281395B (en) * | 2018-08-20 | 2021-01-05 | 中民筑友科技投资有限公司 | Assembly method of assembly type concrete truss building |
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