CN110130638A - A kind of plank sheathing splicing angle steel external member, channel steel external member and construction method - Google Patents
A kind of plank sheathing splicing angle steel external member, channel steel external member and construction method Download PDFInfo
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- CN110130638A CN110130638A CN201910436409.0A CN201910436409A CN110130638A CN 110130638 A CN110130638 A CN 110130638A CN 201910436409 A CN201910436409 A CN 201910436409A CN 110130638 A CN110130638 A CN 110130638A
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- angle steel
- plank sheathing
- splicing
- plank
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G17/00—Connecting or other auxiliary members for forms, falsework structures, or shutterings
- E04G17/001—Corner fastening or connecting means for forming or stiffening elements
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G17/00—Connecting or other auxiliary members for forms, falsework structures, or shutterings
- E04G17/02—Connecting or fastening means for non-metallic forming or stiffening elements
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- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Mechanical Engineering (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Bulkheads Adapted To Foundation Construction (AREA)
Abstract
The present invention relates to a kind of plank sheathings to splice apparatus, in particular to a kind of plank sheathing splicing angle steel external member, channel steel external member and construction method, by the way that several angle steel and steel pin is arranged, at least one angle steel is set on a plank sheathing, angle steel include mutually perpendicular first while and when second, by the way that the first side to be fixed on plank sheathing, two angle steel are fixed by steel pin；Angle steel external member further includes channel steel, and channel steel includes first end and second end parallel to each other, by the way that first end to be fixed on plank sheathing, is fixedly connected with angle steel and channel steel by steel pin when splicing.By the fixed splicing to complete construction surface middle section plank sheathing of the cooperation of angle steel and angle steel, pass through the fixed splicing to complete construction surface inner corner trim part plank sheathing of the cooperation of angle steel and channel steel；Flitch is replaced by angle steel, channel steel, solves the problems, such as that stitching portion flatness is difficult to ensure, template is easily damaged when solving flitch connection demoulding, causes form cycling rate to reduce, the problem of increased costs.
Description
Technical field
The present invention relates to a kind of plank sheathings to splice apparatus, in particular to a kind of plank sheathing splicing angle steel external member, Yi Zhongmu
Template splicing channel steel external member and a kind of plank sheathing concatenation construction method.
Background technique
Common plank sheathing connecting method is to follow closely flitch in the stitching portion of two plank sheathings at present, and this mode carries out splicing and applies
Work inefficiency, and stitching portion flatness is difficult to ensure, splicing gap is difficult to control, and especially inner corner trim joining quality is often poor.
This joining method makes construction trouble when demoulding and easily damages template, causes form cycling rate to reduce, while flitch uses
Shi Huiyou certain loss；This joining method is needed using more flitch, higher cost.
Summary of the invention
Construction trouble when it is an object of the invention to overcome the conventional plank sheathing demoulding in the presence of the prior art, and splice
The problem of place's flatness is difficult to ensure, causes easily to damage template when demoulding, form cycling rate is caused to reduce, increased costs, mentions
For a kind of plank sheathing splicing angle steel external member.
In order to achieve the above-mentioned object of the invention, the present invention provides following technical schemes:
A kind of plank sheathing splicing angle steel external member, including two angle steel and several, each angle steel includes vertical mutually
Straight first while and when second, the first side of two angle steel is respectively used to two plank sheathings of connection, two angle steel
Second side is mutually permanently connected by multiple steel pins and is mutually spliced to form T-type component.
The present invention is arranged described at least one by two angle steel of setting and several steel pins on a plank sheathing
Angle steel, the angle steel include mutually perpendicular described first while and when second, by the way that first side is fixed on the wooden model
On plate, two plank sheathings are spliced in the same plane, then fix two described by steel pin described in several
Two sides are spliced to form T-type component, complete the splicing of two plank sheathings.When work, pass through the cooperation of the angle steel and angle steel
To complete the splicing of the plank sheathing on construction surface same plane；Flitch is replaced with T-type component, solves stitching portion flatness
The problem of being difficult to ensure substitutes traditional flitch with this Novel angle iron external member and connects the plank sheathing, solve flitch connection
Template is easily damaged when demoulding, form cycling rate is caused to reduce, the problem of increased costs.
Preferably, the steel pin includes L shape portion, several diameters are provided on second side greater than the steel pin diameter
First through hole, the first through hole is for being inserted into L shape portion；The steel pin further includes U-shaped portion, and the U-shaped portion can be sent out
Raw elastic deformation, by the positioning of the elastic deformation and L shape portion, the steel pin be can be realized to two angle steel the
The clamping on two sides.
Preferably, the second through-hole is provided on first side, second through-hole is for being bolted.
A kind of plank sheathing splicing channel steel external member, including an angle steel and a channel steel, the angle steel include orthogonal
First while and when second, the channel steel includes bottom end and the first end and second end for being vertically connected on bottom end both sides, described
First side of angle steel and the first end of the channel steel are respectively used to two plank sheathings of connection, the second side of the angle steel and the slot
The second end of steel is mutually spliced, and is fixed to each other by multiple steel pins and splicing and is formed F type component.
At least one described angle is arranged by one angle steel of setting and a channel steel in the present invention on a plank sheathing
Steel, the angle steel include mutually perpendicular described first while and when second, the channel steel includes bottom end and is vertically connected on bottom
The first end is fixed on by the first end and second end on end both sides by the way that first side to be fixed on the plank sheathing
On another described plank sheathing, second side and second end are spliced, and be fixed to each other to form F by several steel pins
Type component completes the splicing for two plank sheathings being located on two vertical construction faces.When work, pass through the angle steel
The splicing of the plank sheathing on i.e. vertical plane is completed in construction surface Different Plane in cooperation with channel steel；With F type component generation
It for flitch, solves the problems, such as that two Different Plane overwood template splicing flatness are difficult to ensure, that is, solves and splice at inner corner trim
The problem of flatness is difficult to ensure substitutes traditional flitch with this novel channel steel external member and connects the plank sheathing, solve wood
The problem of side easily damages template when connecting demoulding, and form cycling rate is caused to reduce, increased costs.
Preferably, the steel pin includes L shape portion, several diameters are provided in the second end greater than the steel pin diameter
First through hole, the first through hole is for being inserted into L shape portion；The steel pin further includes U-shaped portion, and the U-shaped portion can be sent out
Raw elastic deformation, can be realized the U-shaped portion to second side of angle steel by the elastic deformation and the positioning in L shape portion
With the clamping of the channel steel second end.
Preferably, the second through-hole is provided in the first end, second through-hole is for being bolted.
A kind of plank sheathing concatenation construction method, following steps:
The first step, customization angle steel and channel steel, the angle steel and channel steel of different size are customized according to construction area, and accomplish fluently first
Through-hole and the second through-hole；
Second step, customization steel pin, the quantity of steel pin are determined according to the quantity of first through hole, and make the steel of identical quantity
Pin；
Third step, flatness inspection, diagonal steel and channel steel flatness are checked, angle steel and channel steel size and bending are checked
Whether angle meets the requirements；
4th step, hole location are checked, and the position of opening of diagonal steel and channel steel is checked, and whether detection position of opening is aligned,
Ensure the joining quality of two identical angle steel and angle steel and channel steel；
5th step splices plank sheathing, and two plank sheathings on same plane are spliced when splicing using T-type component；No
When two plank sheathings on coplanar splice, i.e., when two plank sheathings are vertical, spliced using F type component.
The present invention is provided with plank sheathing concatenation construction method, respectively includes customization angle steel and channel steel, customization steel pin, splice plate
Template, flatness inspection and hole location are checked, and on the basis of being provided with plank sheathing splicing angle steel external member, are referred to by five step operations
It leads, has standardized work flow, the angle steel of the quantity customization different size of plank sheathing is first corresponded to according to construction area on same plane,
The channel steel of different size, then the number by the first through hole on all angle steel and channel steel are customized according to the number of vertical joint face
The corresponding steel pin for customizing identical quantity, then checks diagonal steel and channel steel flatness, the aperture position of diagonal steel and channel steel
It sets and is checked, splicing plank sheathing is finally carried out using F type component and T-type component.By the way that plank sheathing concatenation construction method is arranged,
It solves the problems, such as that plank sheathing splicing is not enough caused not reach requirement due to angle steel and channel steel flatness, newly-installed plank sheathing is spelled
Connect the low problem of operating efficiency caused by the task instruction not standardized with angle steel external member.
Preferably, in the 5th step, using the splicing of T-type component will the first side of two angle steel be separately fixed at two
On plank sheathing, then gripped by second side of multiple steel pins to two angle steel.
Preferably, in the 5th step, the first end of the first side of angle steel and channel steel is distinguished using the splicing of F type component
It is fixed on two plank sheathings, is then gripped by multiple the second sides of steel pin diagonal steel and channel steel second end.
Preferably, the manufacture of the steel pin in the second step is cutting and bending.
Compared with prior art, beneficial effects of the present invention:
1, at least one institute is arranged by two angle steel of setting and several steel pins in the present invention on a plank sheathing
State angle steel, the angle steel include mutually perpendicular described first while and when second, by the way that first side is fixed on the wood
In template, two plank sheathings are spliced in the same plane, then is fixed described in two by steel pin described in several
Second side is spliced to form T-type component, completes the splicing of two plank sheathings.When work, pass through matching for the angle steel and angle steel
It closes to complete the splicing of the plank sheathing on construction surface same plane；Flitch is replaced with T-type component, it is smooth to solve stitching portion
The problem of degree is difficult to ensure substitutes traditional flitch with this Novel angle iron external member and connects the plank sheathing, solve flitch company
Template is easily damaged when connecing demoulding, form cycling rate is caused to reduce, the problem of increased costs.
2, the present invention is arranged described at least one by one angle steel of setting and a channel steel on a plank sheathing
Angle steel, the angle steel include mutually perpendicular described first while and when second, the channel steel includes bottom end and is vertically connected on
The first end and second end on bottom end both sides is fixed the first end by the way that first side to be fixed on the plank sheathing
On another described plank sheathing, second side and second end are spliced, and are fixed to each other shape by several steel pins
At F type component, the splicing for two plank sheathings being located on two vertical construction faces is completed.When work, by described
The splicing of the plank sheathing on i.e. vertical plane is completed in construction surface Different Plane in the cooperation of angle steel and channel steel；With F type structure
Part replaces flitch, solves the problems, such as that two Different Plane overwood template splicing flatness are difficult to ensure solve at inner corner trim
The problem of splicing flatness is difficult to ensure substitutes traditional flitch with this novel channel steel external member and connects the plank sheathing, solve
Template is easily damaged when flitch connection demoulding, form cycling rate is caused to reduce, the problem of increased costs.
3, the present invention is provided with plank sheathing concatenation construction method, respectively includes customization angle steel and channel steel, customization steel pin, splicing
Plank sheathing, flatness inspection and hole location are checked, and on the basis of being provided with plank sheathing splicing angle steel external member, pass through five step operations
Guidance has standardized work flow, and the angle of the quantity customization different size of plank sheathing is first corresponded to according to construction area on same plane
Steel, the channel steel of different size is customized according to the number of vertical joint face, then passes through the first through hole on all angle steel and channel steel
The corresponding steel pin for customizing identical quantity of number, then checks diagonal steel and channel steel flatness, and diagonal steel and channel steel are opened
Hole site is checked, and finally carries out splicing plank sheathing using F type component and T-type component.By the way that plank sheathing concatenation construction is arranged
Method solves the problems, such as that plank sheathing splicing is not enough caused not reach requirement due to angle steel and channel steel flatness, newly-installed wood
The low problem of operating efficiency caused by the task instruction that template splicing is not standardized with angle steel external member.
Detailed description of the invention:
Fig. 1 is the plank sheathing splicing construction schematic diagram reinforced using angle steel external member and channel steel external member；
Fig. 2 is the angle steel external member structure schematic diagram of horizontal splicing；
Fig. 3 is the angle steel external member structure schematic diagram vertically spliced；
Fig. 4 is the two-dimensional structure figure of T-type component；
Fig. 5 is the tomograph of steel pin；
Fig. 6 is the two-dimensional structure figure of steel pin；
Fig. 7 is the angle steel external member structure schematic diagram vertically spliced；
Fig. 8 is the two-dimensional structure figure of F type component.
Marked in the figure: 1- angle steel, 2- steel pin, the first side 3-, the second side 4-, 5- plank sheathing, 6- channel steel, 7- first end, 8-
Second end, 9-U shape portion, 10-L shape portion, 11- first through hole, the second through-hole of 12-, the splicing of 13- level, 14- vertically splice, and 15- hangs down
Straight splicing, 16-U shape portion hollow space.
Specific embodiment
Below with reference to test example and specific embodiment, the present invention is described in further detail.But this should not be understood
It is all that this is belonged to based on the technology that the content of present invention is realized for the scope of the above subject matter of the present invention is limited to the following embodiments
The range of invention.
As shown in FIG. 1, FIG. 1 is the 5 splicing construction schematic diagrames of plank sheathing reinforced using 1 external member of angle steel and 6 external member of channel steel, i.e.,
Fig. 1 is the spelling of plank sheathing 5 of the vertical splicing 15 in the horizontal 14 and Fig. 7 of vertical splicing spliced in 13, Fig. 3 merged in Fig. 2
Schematic diagram is connect, is the splicing construction figure for including embodiment 1 and embodiment 2.
Wherein, horizontal splicing 13 and vertical splicing 14 are that the plank sheathing 5 on same plane splices, that is, use 1 set of angle steel
Part, vertical splicing 15 are the splicing of two mutually perpendicular plane junction plank sheathings 5, that is, use channel steel external member.
Embodiment 1
As depicted in figs. 1 and 2, Fig. 2 is the structural schematic diagram of 1 external member level of angle steel splicing 13, a kind of splicing of plank sheathing 5 use
1 external member of angle steel, including two angle steel 1 and several steel pins 2, each angle steel 1 include mutually perpendicular first side 3 and second
Side 4, the first side 3 of two angle steel 1 are respectively used to two plank sheathings 5 of connection, and the second side 4 of two angle steel 1 passes through
Multiple steel pins 2 are mutually permanently connected and are mutually spliced to form T-type component.
The second through-hole 12 is provided on first side 3, second through-hole 12 is for being bolted.
As shown in figure 3, the vertical structural schematic diagram of splicing 14, splicing principle same level splicing 13, only plank sheathing 5 is put
Seated position is different.
As shown in Figure 3 and Figure 4, schematic diagram when T-type component vertically splices 14, steel pin 2 include L shape portion 10, and described second
The first through hole 11 that several diameters are greater than 2 diameter of steel pin is provided on side 4, the first through hole 11 is described for being inserted into
L shape portion 10；The steel pin further includes U-shaped portion 9, and elastic deformation can occur for the U-shaped portion 9, passes through the elastic deformation and institute
The positioning in L shape portion 10 is stated, the steel pin 2 can be realized the clamping to two 1 second sides 4 of angle steel.
T-type component includes two angle steel 1, and angle steel 1 includes first at 3 and second 4, and it is logical that second is provided in the first side 3
Hole 12, first through hole 11 is provided in the second side 4, and the second mutually splicing of side 4 of two angle steel 1 is fixedly connected with two by steel pin 2
Angle steel, wherein steel pin 2 includes U-shaped portion 9 and L shape portion 10, is inserted into first through hole 11 by L shape portion 10, the U-shaped portion by steel pin 2 is hollow
Part 16 accommodates the second side 4 of two splicings, and after L shape portion 10 is inserted into first through hole 11, slight elastic shape occurs for U-shaped portion 9
Become, two the second sides 4 are clamped, is positioned by L shape portion 10, that is, is fixed into T-type component.
As shown in Figure 5 and Figure 6, U-shaped portion 9 and L shape portion 10 are integrated manufacture, and wherein U-shaped portion 9 includes U-shaped portion hollow space
16,
Embodiment 2
As shown in Figure 1 and Figure 7, Fig. 7 is the structural schematic diagram that 6 external member of channel steel vertically splices 15, a kind of plank sheathing splicing use
Channel steel external member, including an angle steel 1 and a channel steel 6, the angle steel 1 include mutually perpendicular first at 3 and second 4, institute
Stating channel steel 6 includes bottom end and the first end 7 and second end 8 for being vertically connected on bottom end both sides, 3 He of the first side of the angle steel 1
The first end 7 of the channel steel 6 is respectively used to two plank sheathings 5 of connection, vertically when splicing 15, the second side 4 of the angle steel 1 and institute
The second end 8 for stating channel steel 6 is mutually spliced, and is fixed to each other by multiple steel pins 2 and splicing and is formed F type component.
Steel pin 2 in embodiment 2 is identical with 2 structure function of steel pin in embodiment 1；
As shown in Figure 7 and Figure 8,15 schematic diagrames of vertical splicing of F type component, steel pin 2 include L shape portion 10, the second end 8
On be provided with the first through hole 11 that several diameters are greater than 2 diameter of steel pin, the first through hole 11 is for being inserted into the L shape
Portion 10；The steel pin further includes U-shaped portion 9, and elastic deformation can occur for the U-shaped portion 9, passes through the elastic deformation and the L
The positioning in shape portion, the steel pin 2 can be realized the clamping to 6 second end 8 of 1 second side 4 of angle steel and the channel steel.
F type component includes an angle steel 1 and a channel steel 6, and angle steel 1 includes first at 3 and second 4, is set in the first side 3
It is equipped with the second through-hole 12, is provided with first through hole 11 in the second side 4, channel steel 6 includes first end 7 and second end 8, in first end 7
It is provided with the second through-hole 12, first through hole 11 is provided in second end 8, the second side 4 of angle steel 1 and the second end 8 of channel steel 6 are mutual
Splicing, is fixedly connected with angle steel and channel steel by steel pin 2, and wherein steel pin 2 includes U-shaped portion 9 and L shape portion 10, by the insertion of L shape portion 10 first
Through-hole 11, accommodates the second side 4 and second end 8 by the U-shaped portion hollow space 16 of steel pin 2, is inserted into first through hole 11 in L shape portion 10
Afterwards, slight elastic deformation occurs for U-shaped portion 9, and the second side 4 and second end 8 are clamped, and is positioned by L shape portion 10, that is, is fixed into L
Type structure.
The second through-hole 12 is provided in first end 7, second through-hole 12 is for being bolted.
Embodiment 3
A kind of 5 concatenation construction method of plank sheathing, following steps:
The first step, customization angle steel 1 and channel steel 6, the angle steel 1 and channel steel 6 of different size are customized according to construction area, and are accomplished fluently
First through hole 11 and the second through-hole 12；
Second step, customization steel pin 2, the quantity of steel pin 2 are determined according to the quantity of first through hole 11, and make identical quantity
Steel pin 2；
Third step, flatness inspection, diagonal steel 1 and 6 flatness of channel steel checked, check angle steel 1 and 6 size of channel steel and
Whether bending angle meets the requirements；
4th step, hole location are checked, and the position of opening of diagonal steel 1 and channel steel 6 is checked, and whether detection position of opening is right
Together, it is ensured that the joining quality of two identical angle steel 1 and angle steel 1 and channel steel 6；
5th step splices plank sheathing 5, and two plank sheathings 5 on same plane are spliced when splicing using T-type component；
When two plank sheathings 5 in Different Plane splice, i.e., when two plank sheathings 5 are vertical, spliced using F type component.
Wherein, in the 5th step, using the splicing of T-type component will the first side 3 of two angle steel 1 be separately fixed at two wooden models
On plate 5, then second side 4 of two angle steel 1 is gripped by multiple steel pins 2；In 5th step, using F type component
The first end 7 on the first side 3 of angle steel 1 and channel steel 6 is separately fixed on two plank sheathings 5 by splicing, then passes through multiple steel
2 diagonal steel of pin, 1 second side 4 and 6 second end 8 of channel steel are gripped；
The manufacture of steel pin 2 is cutting and bending in second step.
Claims (10)
1. a kind of plank sheathing splicing angle steel external member, which is characterized in that including two angle steel (1) and several steel pins (2), each
The angle steel (1) includes mutually perpendicular first at (3) and second (4), and the first side (3) of two angle steel (1) is respectively
For connecting two plank sheathings (5), the second side (4) of two angle steel (1) passes through multiple steel pin (2) companies of being fixed to each other
It connects and is mutually spliced to form T-type component.
2. a kind of plank sheathing splicing angle steel external member according to claim 1, which is characterized in that the steel pin (2) includes L
Shape portion (10) is provided with the first through hole (11) that several diameters are greater than the steel pin (2) diameter, institute on second side (4)
First through hole (11) are stated for being inserted into L shape portion (10)；The steel pin further includes U-shaped portion (9), and the U-shaped portion (9) can be sent out
Raw elastic deformation, by the positioning of the elastic deformation and L shape portion (10), the steel pin (2) be can be realized to two institutes
State the clamping on (1) second side (4) of angle steel.
3. a kind of plank sheathing splicing angle steel external member according to claim 1, which is characterized in that on first side (3)
It is provided with the second through-hole (12), second through-hole (12) is for being bolted.
4. a kind of plank sheathing splicing channel steel external member, which is characterized in that including an angle steel (1) and a channel steel (6), the angle
Steel (1) includes mutually perpendicular first at (3) and second (4), and the channel steel (6) includes bottom end and is vertically connected on bottom end
The first end (7) and second end (8) on both sides, the first side (3) of the angle steel (1) and first end (7) difference of the channel steel (6)
For connecting two plank sheathings (5), the second side (4) of the angle steel (1) and the second end (8) of the channel steel (6) are mutually spliced,
And it is fixed to each other by multiple steel pins (2) and splicing and forms F type component.
5. a kind of plank sheathing splicing channel steel external member according to claim 4, which is characterized in that the steel pin (2) includes L
Shape portion (10) is provided with the first through hole (11) that several diameters are greater than the steel pin (2) diameter, institute on the second end (8)
First through hole (11) are stated for being inserted into L shape portion (10)；The steel pin further includes U-shaped portion (9), and the U-shaped portion (9) can be sent out
Raw elastic deformation, by the positioning of the elastic deformation and L shape portion, the steel pin (2) be can be realized to the angle steel (1)
The clamping on the second side (4) and the channel steel (6) second end (8).
6. a kind of plank sheathing splicing channel steel external member according to claim 4, which is characterized in that on the first end (7)
It is provided with the second through-hole (12), second through-hole (12) is for being bolted.
7. a kind of plank sheathing concatenation construction method, which is characterized in that splice including plank sheathing a method according to any one of claims 1-3
With angle steel external member or/and the plank sheathing splicing channel steel external member as described in claim 4-6 is any, following steps:
The first step, customization angle steel (1) and channel steel (6) customize the angle steel (1) and channel steel (6) of different size according to construction area, and
Accomplish fluently first through hole (11) and the second through-hole (12)；
Second step, customization steel pin (2), determine the quantity of steel pin (2) according to the quantity of first through hole (11), and make identical number
The steel pin (2) of amount；
Third step, flatness inspection, diagonal steel (1) and channel steel (6) flatness are checked, angle steel (1) and channel steel (6) ruler is checked
Whether very little and bending angle meets the requirements；
4th step, hole location are checked, and the position of opening of diagonal steel (1) and channel steel (6) is checked, and whether detection position of opening is right
Together, it is ensured that the joining quality of two identical angle steel (1) and angle steel (1) and channel steel (6)；
5th step splices plank sheathing (5), is spliced when two plank sheathings (5) on same plane are spliced using T-type component；
When two plank sheathings (5) in Different Plane are spliced, i.e., when two plank sheathings (5) are vertical, spliced using F type component.
8. a kind of plank sheathing concatenation construction method according to claim 7, which is characterized in that in the 5th step, using T
The splicing of type component will the first sides (3) of two angle steel (1) be separately fixed on two plank sheathings (5), then pass through multiple steel
Pin (2) grips the second side (4) of two angle steel (1).
9. a kind of plank sheathing concatenation construction method according to claim 7, which is characterized in that in the 5th step, using F
The first end (7) on the first side (3) of angle steel (1) and channel steel (6) is separately fixed at two plank sheathings (5) by the splicing of type component
On, then gripped by (1) second side (4) of multiple steel pins (2) diagonal steel and channel steel (6) second end (8).
10. a kind of plank sheathing concatenation construction method according to claim 7, which is characterized in that the institute in the second step
The manufacture of steel pin (2) is stated as cutting and bending.
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| CN201910436409.0A CN110130638A (en) | 2019-05-23 | 2019-05-23 | A kind of plank sheathing splicing angle steel external member, channel steel external member and construction method |
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| CN201910436409.0A CN110130638A (en) | 2019-05-23 | 2019-05-23 | A kind of plank sheathing splicing angle steel external member, channel steel external member and construction method |
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| CN110561046A (en) * | 2019-09-10 | 2019-12-13 | 常州市瑞昱通信设备制造有限公司 | Substrate of panel antenna and processing method thereof |
| CN111550032A (en) * | 2020-03-30 | 2020-08-18 | 中国一冶集团有限公司 | Wood formwork splicing device and wood formwork splicing method |
| CN115217350A (en) * | 2022-08-13 | 2022-10-21 | 中核华纬工程设计研究有限公司 | Dovetail mortise-tenon type aluminum-wood combined beam for construction |
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| CN108277979A (en) * | 2018-03-20 | 2018-07-13 | 中国五冶集团有限公司 | The mounting structure and method of angle steel are used at China Democratic National Construction Association's house template splicing |
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Application publication date: 20190816 |