CN210369667U

CN210369667U - Easy dismouting stable in structure's blast wall

Info

Publication number: CN210369667U
Application number: CN201920154873.6U
Authority: CN
Inventors: 范勇涛
Original assignee: Zhengzhou Anzhu Industrial Co ltd
Current assignee: Zhengzhou Anzhu Industrial Co ltd
Priority date: 2019-01-29
Filing date: 2019-01-29
Publication date: 2020-04-21
Anticipated expiration: 2029-01-29

Abstract

The utility model discloses an easy dismouting stable in structure's blast wall relates to the building material field, has solved current blast wall installation and has dismantled comparatively inconveniently to also can not guarantee structural strength under structure easy dismounting's prerequisite, make the technical problem that both can't compromise of intensity and easy dismouting. The utility model provides an easy dismouting stable in structure's blast wall, including fossil fragments and blast resistant board, both sides blast resistant board passes through the support of fossil fragments and forms inside seal structure, inside seal structure's bottom is for skirting board and the baseboard that is connected through the bolt, the skirting board has formed the bottom intermediate layer with being connected of baseboard, be provided with a plurality of vertical main joist and blast resistant board in the intermediate layer of bottom, be provided with the support card on the vertical main joist and hold in the palm and the through hole, the support card holds in the palm the contact chucking and is provided with the stull fossil fragments, the stull fossil fragments transversely set up through the bearing that a plurality of support cards held in the palm, it has fire-resistant rock wool to fill in the space of stull fossil fragments and vertical main joist alternately formed.

Description

Easy dismouting stable in structure's blast wall

Technical Field

The utility model belongs to the building material field, more specifically relates to an easy dismouting stable in structure's blast wall.

Background

The anti-explosion wall is a wall body constructed in a place with explosion danger or a place with a fire accident easily, rock wool with equal density is generally filled in a wall framework, panels with anti-explosion strength are arranged on two sides of the wall framework, and after the explosion happens, the anti-explosion firewall can block the impact of the explosion and can block the fire outside the wall. But current blast resistant wall structurally has comparatively single drawback, all install as the basis through whole comparatively large-scale fossil fragments under a lot of circumstances, very inconvenient, if simplify and improve its structure and still can not ensure the intensity and the stability of blast resistant wall's structure, can't accomplish to it and can guarantee easily to install and dismantle and can compromise the high-quality effect of structural strength and stability again, the installation and the structural performance of blast resistant wall have brought very big inconvenience and puzzlement in the production life, need arouse people's very big attention and concern.

SUMMERY OF THE UTILITY MODEL

In order to overcome the technical insufficiency, the utility model provides an easy dismouting stable in structure's blast wall has solved current blast wall installation and has dismantled comparatively inconveniently to structural strength also can not be guaranteed under structure easy dismounting's prerequisite, make the technical problem that both can't compromise of intensity and easy dismouting.

The utility model discloses a realize above-mentioned purpose, specifically adopt following technical scheme:

the utility model provides an easy dismouting stable in structure's blast wall, including fossil fragments and blast resistant board, be connected through self-tapping screw between each blast resistant board, both sides blast resistant board passes through the support of fossil fragments and forms inside seal structure, the bottom of inside seal structure is for skirting seat and the skirting board that is connected through the bolt, the skirting seat has formed the bottom intermediate layer with being connected of skirting board, be provided with a plurality of vertical main joist and blast resistant board in the intermediate layer of bottom, each vertical main joist equidistant setting, be provided with on the vertical main joist and support card support and through hole, it is provided with the stull fossil fragments to support the card and hold in the palm the contact chucking, the stull fossil fragments transversely place for vertical main joist through the bearing that a plurality of support cards held in the palm, it has fire-resistant rock wool to fill in the space that stull fossil fragments and vertical main joist intersect and form, the top of vertical main joist is.

Further, be provided with the chucking groove on the enhancement fossil fragments, the chucking groove is inside hollow cell body, the chucking groove is connected with horizontal fossil fragments cooperation chucking, only need when dismantling horizontal fossil fragments from the chucking groove take out can, it is comparatively convenient, compare in traditional horizontal fossil fragments, the outside this kind of structural design of horizontal fossil fragments not only can play the outside guard action effect to horizontal fossil fragments at the enhancement fossil fragments cover, the intensity and the stability of whole keel structure have also been strengthened simultaneously, the efficiency of killing two birds with one stone has been played.

Further, lie in being provided with the fastening backing plate between explosion-proof board and the vertical main joist in the bottom intermediate layer, the fastening backing plate be the rectangle plank, thereby play the effect that the packing space increases sealedly and friction power owing to the setting of fastening backing plate between vertical main joist and explosion-proof board, so in practical application staff can come the quantity that needs packing use fastening backing plate according to clearance size between vertical main joist and the explosion-proof board and fastening backing plate thickness decision, use nimble convenience and convenient to use, also comparatively easy light and handy when the dismouting, overall structure's stability has still been strengthened simultaneously.

Further, the external diameter size that runs through fossil fragments equals the diameter size of through hole, runs through fossil fragments and crosses and be connected with vertical main joist through inserting the through hole, and the dismouting mode that runs through fossil fragments and vertical main joist is very convenient to can the vertical main joist of auxiliary stay in structural strength, can also assist the overall structure intensity who becomes common reinforcing blast wall mutually with the stull fossil fragments, both make things convenient for the dismouting and also can greatly promote the intensity structure, and the practicality is extremely strong.

The utility model discloses a theory of operation does:

the utility model discloses when using, expound here the theory of operation that its intensity that brings on structural design is high and the advantage that easy dismouting combined together carries out as the basis. Firstly, when the building is installed, a worker needs to make a process flow to pay off the light partition wall, and according to a design construction drawing, partition wall position lines and door and window opening frame lines are paid off on the prepared ground or a floor sleeper belt, and top keel position sidelines are laid. Secondly, a door opening frame needs to be built, and the door opening frame of the partition wall is installed at first. Later the staff assembles skirting seat and skirting board together through bolted connection's mode, should install horizontal fossil fragments afterwards, according to the partition wall position line of putting, installs horizontal fossil fragments according to the line, is fixed in the main part with penetrating the nail, and its nail pitch of penetrating is 550 ~ 650mm, and people need establish the outside at horizontal fossil fragments with strengthening the fossil fragments cover during this period. And then, grading the vertical main keel, and according to the position of a partition paying-off door opening, according to the plate width of 900mm or 1200mm of the specification of the cover panel behind the transverse keel, wherein the grading specification size is 450mm, and the grading with insufficient modulus is required to avoid the position of the first cover panel on the edge of the door opening frame so that the anti-explosion plate is not positioned at the door opening frame. And then, installing a vertical main keel according to the stepping position, inserting the lower two ends of the vertical main keel into the transverse keel at the top and the bottom interlayer at the bottom, fixing the vertical main keel by a core pulling rivet after adjusting verticality and positioning accuracy, and fixing the vertical main keel positioned on the edge of the wall and the column with a wall and the column by a shooting nail or a wood screw, wherein the nail pitch is 900-1000 mm. People install the stull fossil fragments afterwards, hang the stull fossil fragments and establish the screens to the support card that sets up on the vertical main joist hold in the palm, according to the design requirement, should add horizontal card shelves fossil fragments when the partition wall height is greater than 3m, adopt to take out heart rivet or bolt fastening, will run through the fossil fragments after the installation and transversely run through and insert the through hole that sets up on the vertical main joist in, realize running through the horizontal setting of fossil fragments.

After the keel part is installed, people can insert a certain amount of fastening base plates into the bottom interlayer to realize the effect of strengthening sealing as required, then the installation of the anti-explosion plate is carried out, the keel installation quality and the door opening frame are checked to determine whether the keel interval meets the design and construction requirements, and the keel interval meets the modulus of the width of the anti-explosion plate. The anti-explosion plate on one side is installed, the anti-explosion plate is fixed by a tapping screw from the door, the wall body without the door opening is fixed by one end of a wall, the distance between the plate edges and the edge is 200-300 mm, the distance between the tapping screw and the edge is 300-400 mm, the distance between the tapping screw and the edge is not less than 10mm and not more than 16mm, and when the tapping screw is fixed, the anti-explosion plate is screwed with a keel. And installing an electric pipe, an electric box and electric box equipment in the wall body. And installing fireproof, sound-insulating and moisture-proof filling materials in the wall body, and installing and filling the fireproof rock wool and the anti-explosion plate on the other side at the same time. And installing the anti-explosion plate at the other side of the wall body, wherein the installation method is the same as that of the anti-explosion plate at the first side, and the joint seam of the anti-explosion plate at the other side of the wall body is staggered with the first side panel. When the double-layer explosion-proof plate is installed, the fixing method of the second layer plate is the same as that of the first layer plate, but the seam of the third layer plate is staggered with the first layer plate and cannot fall on the same keel together with the seam of the first layer plate. The above is the working principle of the utility model.

The utility model is compared with the prior art, the utility model discloses following beneficial effect has:

1. the utility model discloses a support card support and through hole have been set up on the vertical main joist, support the card and held in the palm can the bearing stull fossil fragments, the through hole can the bearing run through fossil fragments, such structural design can make vertical main joist with two kinds of types fossil fragments of two kinds of different bearing mode bearing, not only come additional strengthening intensity and the variety of abundant structure through introducing different types of fossil fragments, also can avoid the installation to dismantle through introducing different installation dismantlement modes and adopt comparatively single mode equally, the convenience of the installation dismantlement of blast wall has greatly been promoted.

2. The utility model discloses an outside cover of the cross keel that the top set up is equipped with the enhancement fossil fragments, compares in traditional cross keel, and this kind of structural design of outside that the enhancement fossil fragments cover was established at cross keel not only can play the outside guard action effect to cross keel, has also strengthened the intensity and the stability of whole keel structure simultaneously, has played the efficiency of killing two birds with one stone.

3. The utility model discloses set up the fastening backing plate in inside intermediate layer, the setting of fastening backing plate can play the sealed effect of strengthening anti-explosion plate and vertical main joist, has promoted the stability of installation, has also increased frictional force between the two simultaneously and then has made the installation intensity of anti-explosion plate promote.

4. The utility model discloses a skirting board and skirting board be connected and have formed inside hollow bottom intermediate layer, can also set up the horizontal keel or the fastening backing plate of certain quantity with the mode of free collocation combination except setting up vertical main joist in the intermediate layer of bottom, confirm according to the required condition that needs additional strength still consider the installation combination collocation mode of easy dismouting effect under the sufficient condition of intensity, such structural design advantage is for can according to actual conditions additional strength or realize convenient dismouting effect under the sufficient condition of intensity, high durability and convenient use, the good and dismouting of blast wall structural strength performance becomes very convenient.

Drawings

The invention will now be described, by way of example, with reference to the accompanying drawings, in which:

fig. 1 is a schematic structural diagram of the present invention;

fig. 2 is a schematic view of the internal structure of the present invention;

fig. 3 is a schematic structural view of a vertical main keel;

FIG. 4 is a schematic view of a connection structure of a base and a skirting board;

figure 5 is a schematic view of the structure of the reinforcement keel.

Reference numerals: 1. the novel anti-explosion steel plate comprises a vertical main keel, 2, an anti-explosion plate, 3, a self-tapping screw, 4, a cross keel, 5, a cross support keel, 6, a through keel, 7, a support clamping support, 8, a through hole, 9, a fastening base plate, 10, a skirting board, 11, a reinforcing keel, 11-1, a clamping groove, 12, refractory rock wool, 13, a skirting board, 14 and a bottom interlayer.

Detailed Description

All of the features disclosed in this specification, or all of the steps in any method or process so disclosed, may be combined in any combination, except combinations of features and/or steps that are mutually exclusive.

The present invention will be described in detail with reference to fig. 1 to 5.

The first embodiment is as follows: as shown in fig. 1 to 5, the anti-explosion wall with easy assembly and disassembly and stable structure is provided, and comprises keels and anti-explosion plates 2, wherein the anti-explosion plates 2 are connected through self-tapping screws 3, the anti-explosion plates 2 on two sides form an internal sealing structure through the support of the keels, the bottom end of the internal sealing structure is provided with a skirting base 10 and a skirting board 13 which are connected through bolts, the connection of the skirting base 10 and the skirting board 13 forms a bottom interlayer 14, the bottom interlayer 14 is internally provided with a plurality of vertical main keels 1 and anti-explosion plates 2, the vertical main keels 1 are arranged at equal intervals, the vertical main keels 1 are provided with support clamping supports 7 and through holes 8, the support clamping supports 7 are bent upward hooks and are integrated with the vertical main keels 1, the support clamping supports 7 are in contact clamping and provided with cross-bracing keels 5, the cross-bracing keels 5 are transversely arranged relative to the vertical main keels 1 through the support of the support clamping supports 7, the space that stull fossil fragments 5 and vertical main joist 1 cross formation is filled with fire-resistant rock wool 12 in, the top of vertical main joist 1 is connected with cross keel 4, cross keel 4's outside cover establish and be connected with enhancement fossil fragments 11.

The utility model discloses a theory of operation does:

the utility model discloses when using, expound here the theory of operation that its intensity that brings on structural design is high and the advantage that easy dismouting combined together carries out as the basis. Firstly, when the building is installed, a worker needs to make a process flow to pay off the light partition wall, and according to a design construction drawing, partition wall position lines and door and window opening frame lines are paid off on the prepared ground or a floor sleeper belt, and top keel position sidelines are laid. Secondly, a door opening frame needs to be built, and the door opening frame of the partition wall is installed at first. Later the staff assembles together skirting board 13 with skirting seat 10 through bolted connection's mode, should install horizontal fossil fragments 4 afterwards, according to the partition wall position line that has put, installs horizontal fossil fragments 4 according to the line, is fixed in on the main part with penetrating the nail, and its nail distance of penetrating is 550 ~ 650mm, and people need overlap the outside at horizontal fossil fragments 4 with enhancement fossil fragments 11 cover during this period. And then, grading the vertical main keel 1, and according to the position of a partition paying-off door opening, after the transverse keel 4, according to the plate width of 900mm or 1200mm of the specification of the cover plate, wherein the grading specification size is 450mm, and the grading of the modulus which is insufficient is required to avoid the position of the first cover plate on the edge of the door opening frame, so that the explosion-proof plate 2 is not positioned at the door opening frame. Next, the vertical main keel 1 is installed according to the stepping position, the lower two ends of the vertical main keel 1 are inserted into the horizontal keel 4 along the top and the bottom interlayer 14 along the bottom, after the vertical adjustment and the accurate positioning are realized, the vertical main keel 1 is fixed by a core pulling rivet, the vertical main keel 1 positioned on the edge of the wall and the column is fixed with the wall and the column by a shooting nail or a wood screw, and the nail distance is 900-1000 mm. People install stull fossil fragments 5 afterwards, hang stull fossil fragments 5 and establish the screens to vertical main joist 1 on the support card that sets up holds in the palm 7, according to the design requirement, should add horizontal card shelves fossil fragments when the partition wall height is greater than 3m, adopt to take out heart rivet or bolt fastening, will run through fossil fragments 6 after the installation and transversely run through and insert the through hole 8 that sets up on vertical main joist 1 in, realize running through fossil fragments 6's horizontal setting.

After the keel part is installed, people can insert a certain amount of fastening base plates 9 into the bottom interlayer 14 as required to realize the effect of strengthening sealing, then carry out the installation of the anti-explosion plate 2, check whether the keel installation quality and the door opening frame meet the design and construction requirements, and determine whether the keel interval meets the modulus of the width of the anti-explosion plate 2. Installing one side anti-explosion plate 2, starting from the gate, the wall body of no gate opening begins by the one end of wall, and anti-explosion plate 2 generally uses self-tapping screw fixed, and the board edge nail is apart from being 200mm ~ 300mm, and the interval is 300 ~ 400mm in the board, and self-tapping screw 3 must not be less than 10mm apart from the distance at edge, also must not be greater than 16mm, and when self-tapping screw 3 was fixed, anti-explosion plate 2 must be with fossil fragments nail tightly. And installing an electric pipe, an electric box and electric box equipment in the wall body. And installing fireproof, sound-insulating and moisture-proof filling materials in the wall body, and installing and filling the fireproof rock wool 12 and the anti-explosion plate 1 on the other side at the same time. And (3) installing the anti-explosion plate 2 at the other side of the wall body, wherein the installation method is the same as that of the anti-explosion plate 1 at the first side, and the joint seam of the anti-explosion plate is staggered with the first side panel. When the double-layer anti-explosion plate 2 is installed, the fixing method of the second layer plate is the same as that of the first layer plate, but the seam of the third layer plate is staggered with the first layer plate and cannot fall on the same keel with the seam of the first layer plate. The above is the working principle of the utility model.

The second embodiment: as shown in fig. 1 and 5, this embodiment is further optimized on the basis of embodiment 1, and this embodiment focuses on explaining the improved parts compared with embodiment 1, and the same parts are not repeated, the reinforcing keel 11 is provided with the clamping groove 11-1, the clamping groove 11-1 is a groove body with a hollow inner part, the clamping groove 11-1 is matched and clamped with the cross keel 4, and only the cross keel 4 needs to be pulled out from the clamping groove 11-1 during disassembly, which is convenient, compared with the conventional cross keel 4, the structural design that the reinforcing keel sleeve 11 is arranged outside the cross keel 4 not only can play a role in protecting the cross keel 4, but also enhances the strength and stability of the whole keel structure, and plays a role of two functions.

The third embodiment is as follows: as shown in fig. 1 to 5, this embodiment is further optimized on the basis of embodiment 1, this embodiment focuses on explaining the improved parts compared with embodiment 1, the same parts are not described again, the fastening backing plate 9 is arranged between the anti-explosion plate 2 and the vertical main keel 1 in the bottom interlayer 14, the fastening backing plate 9 is a rectangular wood plate, and the fastening backing plate 9 is arranged between the vertical main keel 1 and the anti-explosion plate 2 to fill the gap, so as to increase the sealing and friction force, in practical application, a worker can determine the number of the fastening backing plates 9 to be filled according to the size of the gap between the vertical main keel 1 and the anti-explosion plate 2 and the thickness of the fastening backing plate 9, and the application is flexible, convenient and convenient to use, and easy and light in disassembly and assembly, and disassembly, and meanwhile, the stability of the whole structure is also enhanced.

The fourth embodiment is as follows: as shown in fig. 1 to 3, this implementation is further optimized on embodiment 1's basis, this embodiment is focused on the improvement part of comparing with embodiment 1, the same part is no longer repeated, the external diameter size that runs through fossil fragments 6 equals the diameter size of through hole 8, it is connected with vertical main joist 1 through inserting through hole 8 to run through fossil fragments 6 and cross, it is very convenient to run through fossil fragments 6 and vertical main joist 1's dismouting mode, and can be on structural strength the vertical main joist 1 of auxiliary stay, can also be with 5 mutual common enhancement blast wall's overall structure intensity of stull, both make things convenient for the dismouting and also can greatly promote the intensity structure, the practicality is extremely strong.

Although the invention has been described herein with reference to a number of illustrative embodiments thereof, it should be understood that numerous other modifications and embodiments can be devised by those skilled in the art that will fall within the spirit and scope of the principles of this invention. More specifically, various variations and modifications are possible in the component parts and/or arrangements of the subject combination arrangement within the scope of the disclosure and claims of this application. In addition to variations and modifications in the component parts and/or arrangements, other uses will also be apparent to those skilled in the art.

Claims

1. The utility model provides an easy dismouting stable in structure's blast wall, includes fossil fragments and blast resistant board (2), each blast resistant board (2) between be connected through self-tapping screw (3), both sides blast resistant board (2) form inside seal structure through the support of fossil fragments, its characterized in that, inside seal structure's bottom be skirting seat (10) and baseboard (13) that are connected through the bolt, skirting seat (10) and baseboard (13) be connected and have formed bottom intermediate layer (14), bottom intermediate layer (14) in be provided with a plurality of vertical main joist (1) and blast resistant board (2), each vertical main joist (1) equidistant setting, be provided with on vertical main joist (1) and support fossil fragments (7) and through hole (8), through hole (8) in be equipped with in and transversely run through inserted and run through fossil fragments (6), support fossil fragments support (7) contact chucking and be provided with cross-bracing fossil fragments (5), stull fossil fragments (5) support through a plurality of support cards and hold in the palm the bearing of (7) and transversely place for vertical main joist (1), stull fossil fragments (5) and vertical main joist (1) cross formation's space is filled with fire-resistant rock wool (12), the top of vertical main joist (1) is connected with stull (4), the outside cover of stull (4) establish and be connected with enhancement fossil fragments (11).

2. The blast wall easy to disassemble and assemble and stable in structure as claimed in claim 1, wherein the reinforcing keel (11) is provided with a clamping groove (11-1), the clamping groove (11-1) is a groove body with a hollow inner part, and the clamping groove (11-1) is matched and clamped with the cross keel (4).

3. The blast wall with easy disassembly and assembly and stable structure as claimed in claim 1, wherein a fastening backing plate (9) is arranged between the blast plate (2) and the vertical main keel (1) in the bottom interlayer (14), and the fastening backing plate (9) is a rectangular wood plate.

4. The easy-to-assemble and disassemble structurally stable blast wall according to claim 1, wherein the support clamping supports (7) are bent upward hooks and are of an integrated structure with the vertical main keels (1).

5. The easy-to-assemble and disassemble structurally stable blast wall according to claim 1, wherein the outer diameter dimension of the through keel (6) is equal to the diameter dimension of the through hole (8), and the through keel (6) is transversely connected with the vertical main keel (1) by being inserted into the through hole (8).