CN203939231U - Template assembly and form walls - Google Patents
Template assembly and form walls Download PDFInfo
- Publication number
- CN203939231U CN203939231U CN201420245869.8U CN201420245869U CN203939231U CN 203939231 U CN203939231 U CN 203939231U CN 201420245869 U CN201420245869 U CN 201420245869U CN 203939231 U CN203939231 U CN 203939231U
- Authority
- CN
- China
- Prior art keywords
- tie
- template assembly
- plate body
- connector
- utility
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Expired - Lifetime
Links
- 239000002002 slurry Substances 0.000 claims abstract description 9
- 229910000831 Steel Inorganic materials 0.000 claims description 13
- 239000010959 steel Substances 0.000 claims description 13
- 230000000712 assembly Effects 0.000 claims description 7
- 238000000429 assembly Methods 0.000 claims description 7
- 239000002023 wood Substances 0.000 claims description 7
- 238000009408 flooring Methods 0.000 claims description 5
- 238000000034 method Methods 0.000 abstract description 10
- 230000008569 process Effects 0.000 abstract description 9
- 238000004513 sizing Methods 0.000 abstract description 7
- 238000010276 construction Methods 0.000 description 7
- 238000004519 manufacturing process Methods 0.000 description 4
- 239000004570 mortar (masonry) Substances 0.000 description 4
- 230000002265 prevention Effects 0.000 description 4
- 230000008901 benefit Effects 0.000 description 3
- 239000002390 adhesive tape Substances 0.000 description 2
- 230000000694 effects Effects 0.000 description 2
- 238000005516 engineering process Methods 0.000 description 2
- 238000007689 inspection Methods 0.000 description 2
- 238000005498 polishing Methods 0.000 description 2
- 239000004568 cement Substances 0.000 description 1
- 238000002474 experimental method Methods 0.000 description 1
- 238000004079 fireproofing Methods 0.000 description 1
- 239000010881 fly ash Substances 0.000 description 1
- 230000006872 improvement Effects 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 230000008439 repair process Effects 0.000 description 1
- 239000007787 solid Substances 0.000 description 1
- 230000007480 spreading Effects 0.000 description 1
- 238000003892 spreading Methods 0.000 description 1
Landscapes
- Building Environments (AREA)
Abstract
The utility model provides a kind of template assembly and a kind of form walls, and wherein, template assembly, for the slurry of building being shaped in the time building fire wall, comprising: plate body; Multiple the first tie-beams that are positioned at same plane and be arranged in parallel; Multiple the second tie-beams that are positioned at same plane and be arranged in parallel; Wherein, multiple the first tie-beams are between plate body and multiple the second tie-beam and connect plate body and multiple the second tie-beam, the plane at the plate face of plate body, the plane at multiple the first tie-beam places and multiple the second tie-beam places is parallel to each other, and arbitrary the first tie-beam and arbitrary the second tie-beam homogeneous phase are obliquely installed.The template assembly that the utility model provides, the fire wall wall surface levelling, the body of wall that after sizing slurry, make are upright, effectively promote the overall appearance degree of building, and can solve the problem of a large amount of spillages in the piece between the template assembly splicing mutually in the process of building fire wall.
Description
Technical field
The utility model relates to firewall technology field, in particular to a kind of template assembly and a kind of form walls.
Background technology
Fire wall, claims again head of the horse wall, between adjacent architectural in the time that fire occurs, stop the spreading of the intensity of a fire, play effective fireproofing function, comparatively common in the region that building is comparatively intensive, in each direct current electrical changing station engineering, also all need to build fire wall at home.Because fire wall belongs to thin-walled board wall, therefore the quality of fire wall, the use of fire wall will directly be affected, if the quality dissatisfaction of fire wall, for example: fire wall body of wall knockdown or out-of-flatness, not only not attractive in appearance, even also likely cause danger, in fire wall process of construction, first need to ensure the quality of fire wall, also ensure the planeness of fire wall metope, and in order to improve the safety in process of construction, should reduce the phenomenon of spillage as far as possible, this is all relevant with template assembly and form walls that construction fire wall uses, the quality of template assembly and form walls directly affects the quality of fire wall.
Therefore, need a kind of new template assembly, to improve the surface finish of fire wall and to reduce piece spillage phenomenon.
Utility model content
The utility model is intended at least solve one of technical problem existing in prior art or correlation technique.
For this reason, an object of the present utility model is to have proposed a kind of template assembly, adopt the fire wall wall surface levelling, the body of wall that after this template assembly sizing slurry, make upright, can effectively promote the overall appearance degree of building, and can solve the problem of a large amount of spillages in the piece between the template assembly splicing mutually in the process of building fire wall.
Another object of the present utility model is to have proposed a kind of form walls.
For achieving the above object, according to the embodiment of first aspect of the present utility model, propose a kind of template assembly, for the slurry of building being shaped in the time building fire wall, having comprised: plate body; Multiple the first tie-beams that are positioned at same plane and be arranged in parallel; Multiple the second tie-beams that are positioned at same plane and be arranged in parallel; Wherein, multiple described the first tie-beams are between described plate body and multiple described the second tie-beam and connect described plate body and multiple described the second tie-beam, the plane at the plate face of described plate body, the plane at multiple described the first tie-beam places and multiple described the second tie-beam places is parallel to each other, and arbitrary described the first tie-beam and arbitrary described the second tie-beam homogeneous phase are obliquely installed.
The template assembly that the utility model provides, adopt multiple the first tie-beams that be arranged in parallel to be connected to fetch with plate body plate body is positioned to support, to avoid the plate face of plate body to subside, ensure that the plate face of plate body is smooth, multiple the second tie-beams further position support to multiple the first tie-beams, can improve the intensity of the first tie-beam, thereby ensure better the planeness of plate face; It is simple in structure, easily manufactured, and the wall surface levelling of the fire wall of making after sizing slurry, can promote better the overall appearance degree of building.
Specifically, between the first tie-beam and plate body be connected and the first tie-beam and the second tie-beam between be connected and all need to ensure to connect closely, the planeness on close inspection surface simultaneously, after the first tie-beam is connected with plate body, the planeness allowable variation that should ensure plate body is 2mm (millimeter), after the second tie-beam is connected with the first tie-beam, the planeness allowable variation that should ensure plate body is 3mm.
In addition, in order to ensure the verticality of whole fire wall, also avoid fire wall body of wall to tilt, building in the process of fire wall, can after the fire wall of building each bid section, check the verticality of the overall height that observing and controlling fire wall has been built.
According to an embodiment of the present utility model, also comprise: the first connector, be fixed on described the second tie-beam, described the second tie-beam is connected with described the first tie-beam by described the first connector.
According to the template assembly of embodiment of the present utility model, the first connector is installed on the second tie-beam, be convenient to be connected with the first tie-beam.
According to an embodiment of the present utility model, between described the first tie-beam and described plate body, be connected, be connected, connect by being weldingly connected between described connector and described the second tie-beam by bolt between described the first tie-beam and described the first connector by flooring nail.
According to an embodiment of the present utility model, described the first tie-beam is that the lumps of wood, described the second tie-beam are that channel-section steel, described connector are angle bar.
According to the template assembly of embodiment of the present utility model, between the first tie-beam (lumps of wood) and plate body, be connected by special flooring nail, the first tie-beam (lumps of wood) be arranged on the first connector (angle bar) on the second tie-beam (channel-section steel) bolt taking diameter as 8mm and be fixedly connected with, and the first connector (angle bar) is directly welded on the second tie-beam (channel-section steel) above, to form stable syndeton.
According to an embodiment of the present utility model, the angle that arbitrary described the first tie-beam and arbitrary described the second tie-beam tilt is 90 degree.
According to the template assembly of embodiment of the present utility model, the first tie-beam and the second tie-beam tilt setting, although the planeness of plate face that can fixed plate body, if but the angle that the first tie-beam and the second tie-beam tilt is not 90 while spending, the length of multiple the first tie-beams and multiple the second tie-beams is all not identical, in the time connecting, need to process the first tie-beam and the second tie-beam, manufacture comparatively trouble, and comparatively preferred embodiment of conduct, the angle tilting between the first tie-beam and the second tie-beam is 90 while spending, the identical length of multiple the first tie-beams and multiple the second tie-beams is same, manufacture simple.
According to an embodiment of the present utility model, also comprise: connect rib, between adjacent described the first tie-beam, be connected by described connection rib.
According to the template assembly of embodiment of the present utility model, between the first adjacent tie-beam, connection rib is set, specifically, between the first adjacent tie-beam, multiple connection ribs can be equally spacedly set, to ensure the spacing between adjacent the first tie-beam, be equivalent to increase the area coverage of the first tie-beam on plate body simultaneously, improved the intensity of the first tie-beam, thereby more effectively ensured the planeness of plate body.
According to an embodiment of the present utility model, arbitrary described the second tie-beam includes the Zuo Ziliang and the You Ziliang that are connected, and the cross section of described left sub-beam and described right sub-beam is all the shaped as frame shape of an end opening, and described in two, the opening of shaped as frame arranges dorsad.
According to the template assembly of embodiment of the present utility model, the second tie-beam adopts Zuo Ziliang to be connected with You Ziliang, and the channel-section steel that also the second tie-beam is connected dorsad by two openings is welded to connect through angle bar, to improve the stability of the second tie-beam.
According to the embodiment of second aspect of the present utility model, a kind of form walls has been proposed, comprising: multiple template assemblies as described in any one in above-described embodiment, and multiple described template assembly splices connection mutually.
According to the form walls of embodiment of the present utility model, connect to form form walls by multiple template assembly splicings, while building fire wall to facilitate, sizing is used, certainly, those skilled in the art should be understood that, the construction of fire wall needs construction in layer, also in the time of the multiple template assembly of splicing, answer horizontal cross splicing, for example: the form walls that 3 template assemblies that are of a size of 2440mm × 1220mm can be spliced into 3600mm × 2440mm, wherein, it should be noted that, the processing of will planishing of the stitching portion of adjacent plate body, guarantee that piece is straight, tightly, between the piece between adjacent forms assembly, paste the double faced adhesive tape that 2mm is thick, front is criticized putty again and is struck off, polishing, the generation of mortar leakage prevention phenomenon.
According to an embodiment of the present utility model, between the second tie-beam of adjacent described template assembly, be connected by the second connector.
According to the form walls of embodiment of the present utility model, by using the second connector to connect second tie-beam at the template assembly back side of splicing, to fix the piece spacing between the template assembly splicing mutually, the generation of mortar leakage prevention phenomenon, specifically, as preferred embodiment comparatively, the second tie-beam is vertical with the first tie-beam, (the first tie-beam horizontal cross arranges while arranging, when the second tie-beam vertically encloses purlin and arranges), the second connector can be fixed the spacing between the second tie-beam, thereby the first tie-beam that fixed die board wall back side horizontal cross connects, play the effect of the piece spacing between fixed form assembly, ensure the planeness of the smooth and fire wall of piece between template assembly, in the time that multiple template assembly horizontal cross connect, the 3rd tie-beam can connect the second tie-beam in multiple template assemblies as far as possible in horizontal cross, wherein, the second connector can use the Two bors d's oeuveres steel pipe being arranged side by side, and Two bors d's oeuveres steel pipe is all connected with each contact position of the second tie-beam.
According to an embodiment of the present utility model, between described the second tie-beam and described the second connector, be connected by T-bolt.
According to the form walls of embodiment of the present utility model, by using T-bolt to connect the second connector and the second tie-beam, particularly, the bolt of T-bolt is buckled on the second tie-beam, make the second connector more firm with being connected of the second tie-beam, improved safety.
Additional aspect of the present utility model and advantage in the following description part provide, and part will become obviously from the following description, or recognize by practice of the present utility model.
Brief description of the drawings
Above-mentioned and/or additional aspect of the present utility model and advantage accompanying drawing below combination is understood becoming the description of embodiment obviously and easily, wherein:
Fig. 1 shows according to the structural representation of the lateral view of the template assembly of embodiment of the present utility model;
Fig. 2 shows according to the structural representation of the rear elevation of the template assembly of embodiment of the present utility model.
Detailed description of the invention
In order more clearly to understand above-mentioned purpose of the present utility model, feature and advantage, below in conjunction with the drawings and specific embodiments, the utility model is further described in detail.It should be noted that, in the situation that not conflicting, the feature in the application's embodiment and embodiment can combine mutually.
A lot of details are set forth in the following description so that fully understand the utility model; but; the utility model can also adopt other to be different from other modes described here and implement, and therefore, protection domain of the present utility model is not subject to the restriction of following public specific embodiment.
Fig. 1 shows according to the structural representation of the lateral view of the template assembly of embodiment of the present utility model.
As shown in Figure 1, according to the template assembly of embodiment of the present utility model, for the slurry of building being shaped in the time building fire wall, comprising: plate body 102; Multiple the first tie-beams 104 that are positioned at same plane and be arranged in parallel; Multiple the second tie-beams 106 that are positioned at same plane and be arranged in parallel; Wherein, multiple described the first tie-beams 104 are between described plate body 102 and multiple described the second tie-beam 106 and connect described plate body 102 and multiple described the second tie-beam 106, the plane at the plate face of described plate body 102, the plane at multiple described the first tie-beam 104 places and multiple described the second tie-beam 106 places is parallel to each other, and arbitrary described the first tie-beam 104 and arbitrary described the second tie-beam 106 homogeneous phases are obliquely installed.
Adopt multiple the first tie-beams 104 that be arranged in parallel to be connected to fetch with plate body 102 plate body 102 is positioned to support, to avoid the plate face of plate body 102 to subside, ensure that the plate face of plate body 102 is smooth, multiple the second tie-beams 106 further position support to multiple the first tie-beams 104, can improve the intensity of the first tie-beam 104, thereby ensure better the planeness of plate face; It is simple in structure, easily manufactured, and the wall surface levelling of the fire wall of making after sizing slurry, can promote better the overall appearance degree of building.
Certainly, the size of the first tie-beam 104 and the second tie-beam 106 should be identical, and the first tie-beam 104 and the second tie-beam 106 are measure-alike, guarantee connect preferably and the plate face of plate body 102 smooth.
Specifically, between the first tie-beam 104 and plate body 102 be connected and the first tie-beam 104 and the second tie-beam 106 between be connected and all need to ensure to connect closely, answer the planeness on close inspection surface simultaneously, after the first tie-beam 104 is connected with plate body 102, the planeness allowable variation that should ensure plate body 102 is 2mm (millimeter), after the second tie-beam 106 is connected with the first tie-beam 104, the planeness allowable variation that should ensure plate body 102 is 3mm.
In addition, in order to ensure the verticality of whole fire wall, also avoid fire wall body of wall to tilt, building in the process of fire wall, can after the fire wall of building each bid section, check the verticality of the overall height that observing and controlling fire wall has been built.
According to an embodiment of the present utility model, also comprise: the first connector (not shown), be fixed on described the second tie-beam 106, described the second tie-beam 106 is connected with described the first tie-beam 104 by described the first connector.
On the second tie-beam 106, the first connector is installed, is convenient to be connected with the first tie-beam 104.
According to an embodiment of the present utility model, between described the first tie-beam 104 and described plate body 102, be connected, be connected, connect by being weldingly connected between described connector and described the second tie-beam 106 by bolt between described the first tie-beam 104 and described the first connector by flooring nail.
According to an embodiment of the present utility model, described the first tie-beam 104 is that the lumps of wood, described the second tie-beam 106 are that channel-section steel, described connector are angle bar.
Between the first tie-beam 104 (lumps of wood) and plate body 102, be connected by special flooring nail, the first tie-beam 104 (lumps of wood) be arranged on the first connector (angle bar) on the second tie-beam 106 (channel-section steel) bolt taking diameter as 8mm and be fixedly connected with, and the first connector (angle bar) is directly welded on the second tie-beam 106 (channel-section steel) above, to form stable syndeton.
According to an embodiment of the present utility model, the angle that arbitrary described the first tie-beam 104 and arbitrary described the second tie-beam 106 tilt is 90 degree.
The first tie-beam 104 and the second tie-beam 106 tilt setting, although the planeness of plate face that can fixed plate body 102, if but the angle that the first tie-beam 104 and the second tie-beam 106 tilt is not 90 while spending, the length of multiple the first tie-beams 104 and multiple the second tie-beams 106 is all not identical, in the time connecting, need to process the first tie-beam and the second tie-beam, manufacture comparatively trouble, and comparatively preferred embodiment of conduct, the angle tilting between the first tie-beam 104 and the second tie-beam 106 is 90 while spending, the identical length of multiple the first tie-beams 104 and multiple the second tie-beams 106 is same, manufacture simple.
According to an embodiment of the present utility model, also comprise: connect rib (not shown in figure 1), between adjacent described the first tie-beam 104, be connected by described connection rib.
Between the first adjacent tie-beam 104, connection rib is set, specifically, between the first adjacent tie-beam 104, multiple connection ribs can be equally spacedly set, to ensure the spacing between adjacent the first tie-beam 104, be equivalent to increase the area coverage of the first tie-beam 104 on plate body 102 simultaneously, improve the intensity of the first tie-beam 104, thereby more effectively ensure the planeness of plate body 102.
According to an embodiment of the present utility model, arbitrary described the second tie-beam 106 includes the Zuo Ziliang and the You Ziliang that are connected, and the cross section of described left sub-beam and described right sub-beam is all the shaped as frame shape of an end opening, and described in two, the opening of shaped as frame arranges dorsad.
The second tie-beam 106 adopts Zuo Ziliang to be connected with You Ziliang, and the channel-section steel that also the second tie-beam 106 is connected dorsad by two openings is welded to connect through angle bar, to improve the stability of the second tie-beam 106.
Describe the syndeton of the template assembly of the utility model embodiment in detail below in conjunction with Fig. 2.
Fig. 2 shows according to the structural representation of the rear elevation of the template assembly of embodiment of the present utility model.
As shown in Figure 2, horizontal cross multiple the first tie-beams 204 that be arranged in parallel on plate body 202, multiple the second tie-beams 206 that be arranged in parallel vertically enclose purlin and are connected with the first tie-beam 204, wherein, between the first adjacent tie-beam 204, be provided with and connect rib 208, certainly, 208 shown in Fig. 2 is the part in multiple connection ribs, in template assembly, need the connection rib connecting to also have a lot, in Fig. 2, all do not illustrate.
According to the embodiment of second aspect of the present utility model, a kind of form walls has been proposed, comprising: multiple template assemblies as described in any one in above-described embodiment, and multiple described template assembly splices connection mutually.
Connect to form form walls by multiple template assembly splicings, while building fire wall to facilitate, sizing is used, certainly, those skilled in the art should be understood that, the construction of fire wall needs construction in layer, also in the time of the multiple template assembly of splicing, answer horizontal cross splicing, for example: the form walls that 3 template assemblies that are of a size of 2440mm × 1220mm can be spliced into 3600mm × 2440mm, wherein, it should be noted that, the processing of will planishing of the stitching portion of adjacent plate body 102, guarantee that piece is straight, tightly, between the piece between adjacent forms assembly, paste the double faced adhesive tape that 2mm is thick, front is criticized putty again and is struck off, polishing, the generation of mortar leakage prevention phenomenon.
According to an embodiment of the present utility model, between the second tie-beam 106 of adjacent described template assembly, be connected by the second connector (108A shown in Fig. 1 and 108B).
By using the second connector to connect second tie-beam 106 at the template assembly back side of splicing, to fix the piece spacing between the template assembly splicing mutually, the generation of mortar leakage prevention phenomenon, specifically, as preferred embodiment comparatively, in the second tie-beam 106 and first tie-beam 104 is vertical (the first tie-beam 104 horizontal cross settings while arranging, when the second tie-beam 106 vertically encloses purlin and arranges), the second connector can be fixed the spacing between the second tie-beam 106, thereby the first tie-beam 104 that fixed die board wall back side horizontal cross connects, play the effect of the piece spacing between fixed form assembly, ensure the planeness of the smooth and fire wall of piece between template assembly, in the time that multiple template assembly horizontal cross connect, the 3rd tie-beam can connect the second tie-beam 106 in multiple template assemblies as far as possible in horizontal cross, wherein, the second connector can use the Two bors d's oeuveres steel pipe being arranged side by side, and Two bors d's oeuveres steel pipe is all connected with each contact position of the second tie-beam 106.
According to an embodiment of the present utility model, between described the second tie-beam 106 and described the second connector, be connected by T-bolt 110.
According to the form walls of embodiment of the present utility model, by using T-bolt 110 to connect the second connector and the second tie-beam 106, particularly, the bolt of T-bolt 110 is buckled on the second tie-beam 106, make the second connector more firm with being connected of the second tie-beam 106, improved safety.
Certainly, those skilled in the art should be understood that, although the template assembly of embodiment of the present utility model can ensure the smooth of fire wall in actual use, but due to various uncertain reasons, still may there is the situation that needs repairing, in the time carrying out fire wall repairing, for guaranteeing the solid colour of fire wall, should use with concrete and try to join with cement, the flyash of label, after experiment, determine and repair match ratio.
More than be described with reference to the accompanying drawings the technical solution of the utility model, adopt the fire wall wall surface levelling, the body of wall that after this template assembly sizing slurry, make upright, can effectively promote the overall appearance degree of building, and can solve the problem of a large amount of spillages in the piece between the template assembly splicing mutually in the process of building fire wall.
The foregoing is only preferred embodiment of the present utility model, be not limited to the utility model, for a person skilled in the art, the utility model can have various modifications and variations.All within spirit of the present utility model and principle, any amendment of doing, be equal to replacement, improvement etc., within all should being included in protection domain of the present utility model.
Claims (10)
1. a template assembly, in the time building fire wall, the slurry of building being shaped, is characterized in that, comprising:
Plate body;
Multiple the first tie-beams that are positioned at same plane and be arranged in parallel;
Multiple the second tie-beams that are positioned at same plane and be arranged in parallel, wherein, multiple described the first tie-beams are between described plate body and multiple described the second tie-beam and connect described plate body and multiple described the second tie-beam, the plane at the plate face of described plate body, the plane at multiple described the first tie-beam places and multiple described the second tie-beam places is parallel to each other, and arbitrary described the first tie-beam and arbitrary described the second tie-beam homogeneous phase are obliquely installed.
2. template assembly according to claim 1, is characterized in that, also comprises:
The first connector, is fixed on described the second tie-beam, and described the second tie-beam is connected with described the first tie-beam by described the first connector.
3. template assembly according to claim 2, is characterized in that,
Between described the first tie-beam and described plate body, be connected, be connected, connect by being weldingly connected between described connector and described the second tie-beam by bolt between described the first tie-beam and described the first connector by flooring nail.
4. template assembly according to claim 3, is characterized in that,
Described the first tie-beam is that the lumps of wood, described the second tie-beam are that channel-section steel, described the first connector are angle bar.
5. template assembly according to claim 4, is characterized in that,
The angle that arbitrary described the first tie-beam and arbitrary described the second tie-beam tilt is 90 degree.
6. according to the template assembly described in any one in claim 1 to 5, it is characterized in that, also comprise:
Connect rib, between adjacent described the first tie-beam, be connected by described connection rib.
7. template assembly according to claim 6, it is characterized in that, arbitrary described the second tie-beam includes the Zuo Ziliang and the You Ziliang that are connected, and the cross section of described left sub-beam and described right sub-beam is all the shaped as frame shape of an end opening, and described in two, the opening of shaped as frame arranges dorsad.
8. a form walls, is characterized in that, includes multiple template assemblies as described in any one in claim 1 to 7, and multiple described template assembly splices connection mutually.
9. form walls according to claim 8, is characterized in that,
Between the second tie-beam of adjacent described template assembly, be connected by the second connector.
10. form walls according to claim 9, is characterized in that,
Between described the second tie-beam and described the second connector, be connected by T-bolt.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420245869.8U CN203939231U (en) | 2014-05-14 | 2014-05-14 | Template assembly and form walls |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420245869.8U CN203939231U (en) | 2014-05-14 | 2014-05-14 | Template assembly and form walls |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN203939231U true CN203939231U (en) | 2014-11-12 |
Family
ID=51858556
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201420245869.8U Expired - Lifetime CN203939231U (en) | 2014-05-14 | 2014-05-14 | Template assembly and form walls |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN203939231U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109457836A (en) * | 2018-12-04 | 2019-03-12 | 郑勤民 | It banks up a fire wall construction and the building structure containing wall construction of banking up a fire |
-
2014
- 2014-05-14 CN CN201420245869.8U patent/CN203939231U/en not_active Expired - Lifetime
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109457836A (en) * | 2018-12-04 | 2019-03-12 | 郑勤民 | It banks up a fire wall construction and the building structure containing wall construction of banking up a fire |
| CN109457836B (en) * | 2018-12-04 | 2024-05-17 | 乌恰县就业创业市政有限责任公司 | Fire sealing wall structure and house structure with fire sealing wall structure |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN205822453U (en) | The attachment structure of shaped steel | |
| CN208533725U (en) | A kind of steel bar girder plate side and connection joints of steel structure structure | |
| CN108625485A (en) | A kind of steel bar girder plate end connecting joint structure and construction method | |
| CN203939231U (en) | Template assembly and form walls | |
| CN209703834U (en) | A kind of assembled combination beam | |
| CN202324501U (en) | Full clamping piece connecting member for mounting low carbon board on building outer brim | |
| CN104453089B (en) | Steel beam device of steel structure house | |
| CN108518058A (en) | A kind of aluminum alloy pattern plate and its installation method convenient for construction and installation | |
| CN104989023A (en) | Hanger for large-span arc-shaped suspended ceiling, suspended ceiling system and construction method of suspended ceiling system | |
| CN209066857U (en) | A kind of Modularized aluminum alloy of spigot-and-socket-wood gang form system | |
| CN208472972U (en) | A kind of steel bar girder plate end connecting joint structure | |
| KR20180017575A (en) | Anchor bolt fixing device for wall form supporter | |
| CN205577406U (en) | Stair template structure | |
| CN205330152U (en) | A steel form for concrete placement | |
| CN204781754U (en) | Novel seamless mounting structure of building board | |
| KR102000784B1 (en) | A flash board water proof sill | |
| CN211622368U (en) | Clear water concrete slab veneer structure | |
| CN209227903U (en) | A kind of special reinforced split heads of building | |
| CN203742122U (en) | Locking floor | |
| CN206873691U (en) | A kind of assembled wall and its installation constitution | |
| CN206220444U (en) | Wall line box goes out wall stabilizer | |
| CN213572493U (en) | Aerated concrete block wall with anti-cracking structure | |
| CN205558120U (en) | Integrated wall of aluminium alloy plate | |
| CN205116694U (en) | Plastic building template and equipment component | |
| CN211172653U (en) | Suspended ceiling decoration structure |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CX01 | Expiry of patent term |
Granted publication date: 20141112 |