CN207453124U - Walling system - Google Patents

Walling system Download PDF

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Publication number
CN207453124U
CN207453124U CN201721613517.3U CN201721613517U CN207453124U CN 207453124 U CN207453124 U CN 207453124U CN 201721613517 U CN201721613517 U CN 201721613517U CN 207453124 U CN207453124 U CN 207453124U
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CN
China
Prior art keywords
mounting portion
prefabricated
bolt
bolt mounting
prefabricated panel
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Active
Application number
CN201721613517.3U
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Chinese (zh)
Inventor
李青山
马云飞
杨逸
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Sany Construction Technology Co Ltd
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Sany Construction Industry Co Ltd
Priority date (The priority date 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 date listed.)
Filing date
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Priority to CN201721613517.3U priority Critical patent/CN207453124U/en
Application granted granted Critical
Publication of CN207453124U publication Critical patent/CN207453124U/en
Active legal-status Critical Current
Anticipated expiration legal-status Critical

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Abstract

The utility model is related to the mounting technology field of wall construction, more particularly to a kind of walling system.The walling system includes prefabricated foundation, precast floor slab and wall panel assembly;Wall panel assembly includes multiple prefabricated panels;Top, bottom and the both sides of prefabricated panel are respectively arranged with top bolt mounting portion, bottom bolts mounting portion and side bolt mounting portion;Multiple prefabricated panels are surrounded square and are fixedly connected by side bolt mounting portion fitted bolt;Anchor bolt mounting portion is provided on prefabricated foundation;Floor bolt mounting portion is provided on precast floor slab.The mode that this dry type bolt machinery is fastenedly connected, structural system reasonable stress, based on board member, component is convenient for splitting, and design is simple, suitable for the structural system of assembled architecture;All components do not go out muscle, convenient for the production, storage and transport of prefabricated components, are suitble to production line production, reduce production and transport cost, simple almost without wet construction, construction technology, construction efficiency is high.

Description

Walling system
Technical field
The utility model is related to the mounting technology field of wall construction, more particularly to a kind of walling system.
Background technology
In recent years, China's assembled architecture is quickly grown, and related specifications and atlas are issued in succession, various structural system all sorts of flowers It full cries.
Current prefabricated components are mostly using muscle design is gone out, and also there are a large amount of wet constructions, construction technology is cumbersome for construction site, Speed of application is slow, has greater environmental impacts.Wallboard goes out the production, storage and transport that muscle is unfavorable for prefabricated components, and wall knot The component and connecting node species of structure are more, the complicated efficiency of assembling that can substantially reduce wall body structure of node Joining Technology.
Utility model content
The purpose of this utility model is to provide a kind of walling system, to solve walling system of the prior art using wet Formula operation, complex process, it is less efficient the technical issues of.
The utility model provides a kind of walling system, which includes prefabricated foundation, precast floor slab and wallboard group Part;The wall panel assembly includes multiple prefabricated panels;Top, bottom and the both sides of the prefabricated panel are respectively arranged with top Bolt mounting portion, bottom bolts mounting portion and side bolt mounting portion;Multiple prefabricated panels surround square and pass through side Portion's bolt mounting portion fitted bolt is fixedly connected;
Anchor bolt mounting portion is provided on the prefabricated foundation;The anchor bolt mounting portion is pacified with the bottom bolts Dress portion fitted bolt is the prefabricated foundation to be fixedly connected with the prefabricated panel;Floor spiral shell is provided on the precast floor slab Bolt mounting portion;The floor bolt mounting portion and the top bolt mounting portion fitted bolt with by the precast floor slab with it is described Prefabricated panel is fixedly connected.
Further, the top bolt mounting portion includes top mounting holes and top prepared screw-bolt hole;The top is pre- Bolt hole is stayed to be arranged on the roof of the top mounting holes.
Further, the wall panel assembly is two;Two wall panel assemblies are from top to bottom set gradually;Positioned at upper strata The bottom bolts mounting portion of the prefabricated panel, the top of the floor bolt mounting portion and the prefabricated panel positioned at lower floor Portion's bolt mounting portion is bolted to connection.
Further, the top of the prefabricated panel is provided with gap on one side;One end of the precast floor slab is arranged on In the gap of the prefabricated panel of lower floor, and the top of the precast floor slab and the prefabricated panel positioned at lower floor Top it is concordant.
Further, which further includes precast beam;Beam body bolt mounting portion is provided on the precast beam;It is described Beam body bolt mounting portion is bolted to connection with the prefabricated panel.
Further, the beam body bolt mounting portion is arranged on the side wall of the precast beam.
Further, the bottom bolts mounting portion is thread embedded parts.
Further, the anchor bolt mounting portion is pre-buried screw element.
Further, the wall panel assembly includes the first prefabricated panel and the second prefabricated panel;First prefabricated panel Side is arranged in parallel with second prefabricated panel, and the side bolt mounting portion and the second dry wall of first prefabricated panel The side bolt mounting portion of plate is bolted to connection.
Further, the wall panel assembly includes the 3rd prefabricated panel;The 3rd prefabricated panel side and described first Prefabricated panel is vertically arranged, and the side spiral shell of the side bolt mounting portion of first prefabricated panel and the 3rd prefabricated panel Bolt mounting portion is bolted to connection.
Walling system provided by the utility model includes prefabricated foundation, precast floor slab and wall panel assembly, and user passes through The bottom bolts mounting portion of prefabricated panel bottom is fixedly connected by bolt with the anchor bolt mounting portion on prefabricated foundation, thus will Prefabricated panel is fixed on prefabricated foundation.It is fixedly connected between multiple prefabricated panels by side bolt mounting portion with bolt, from And fix multiple prefabricated panels, the top bolt mounting portion of prefabricated panel passes through with the floor bolt mounting portion on precast floor slab Bolt is fixedly connected, so as to which precast floor slab be fixedly connected with prefabricated panel.
Walling system provided by the utility model, prefabricated foundation and prefabricated panel, prefabricated panel is with prefabricated panel and in advance It is bolted to connection between floor and prefabricated panel processed, the mode that this dry type bolt machinery is fastenedly connected, structure System reasonable stress, based on board member, component is convenient for splitting, and design is simple, suitable for the structural system of assembled architecture;Institute There is component not go out muscle, convenient for the production, storage and transport of prefabricated components, be suitble to production line production, reduce production and transport into This.The utility model belongs to full assembling structure system, and the connection of bolt full-dry method is simple without wet construction, construction technology, construction effect Rate is high.
Description of the drawings
The attached drawing for forming the part of the utility model is used to provide a further understanding of the present invention, this practicality is new The schematic description and description of type does not form the improper restriction to the utility model for explaining the utility model. In attached drawing:
Fig. 1 is the structure diagram according to the prefabricated panel of the utility model embodiment;
Fig. 2 is the side view of prefabricated panel shown in FIG. 1;
Fig. 3 is the structure diagram connected according to two prefabricated panel horizontal linears of the utility model embodiment;
Fig. 4 is the structure diagram connected according to two prefabricated panel level angles of the utility model embodiment;
Fig. 5 is the structure diagram connected according to two prefabricated panel level angles of another embodiment of the utility model;
Fig. 6 is the structure diagram being connected according to the prefabricated panel of the utility model embodiment with precast floor slab;
Fig. 7 is the structure diagram being connected according to the prefabricated panel of the utility model embodiment with precast beam;
Fig. 8 is the structure diagram being connected according to the prefabricated panel of another embodiment of the utility model with precast beam;
Fig. 9 is the structure diagram being connected according to the prefabricated panel of the utility model embodiment with prefabricated foundation;
Figure 10 is the structure diagram connected according to two prefabricated foundations of the utility model embodiment;
Figure 11 is the structure diagram connected according to two prefabricated foundations of another embodiment of the utility model.
In figure:
1- prefabricated panels;2- top bolt mounting portions;3- sides bolt mounting portion;
4- bottom bolts mounting portions;5- gap;6- precast floor slabs;
7- floor bolt mounting portions;8- precast beams;9- beam body bolt mounting portions;
10- prefabricated foundations;11- anchor bolt mounting portions;12- the first bolt mounting portions;
13- the second bolt mounting portions;31- sides mounting hole;32- sides prepared screw-bolt hole;
101- first foundations;The second bases of 102-.
Specific embodiment
It should be noted that in the case where there is no conflict, the feature in embodiment and embodiment in the utility model can To be mutually combined.The utility model will be described in detail below with reference to the accompanying drawings and embodiments.
, it is necessary to which explanation, unless otherwise clearly defined and limited, term " are pacified in the description of the utility model Dress ", " connected ", " connection " should be interpreted broadly, for example, it may be being fixedly connected or being detachably connected or integrally Connection;Can be mechanical connection or electrical connection;It can be directly connected, can also be indirectly connected by intermediary, It can be the connection inside two elements.For the ordinary skill in the art, can above-mentioned art be understood with concrete condition Concrete meaning of the language in the utility model.
Fig. 1 is the structure diagram according to the prefabricated panel of the utility model embodiment;Fig. 2 is dry wall shown in FIG. 1 The side view of plate;Fig. 6 is the structure diagram being connected according to the prefabricated panel of the utility model embodiment with precast floor slab;Fig. 9 It is the structure diagram being connected according to the prefabricated panel of the utility model embodiment with prefabricated foundation;As shown in Figure 1, Figure 2, Fig. 6 and Fig. 9 Shown, the utility model embodiment provides a kind of walling system, the walling system include prefabricated foundation 10, precast floor slab 6 and Wall panel assembly;Wall panel assembly includes multiple prefabricated panels 1;Top, bottom and the both sides of prefabricated panel 1 are respectively arranged with top Bolt mounting portion 2, bottom bolts mounting portion 4 and side bolt mounting portion 3;Multiple prefabricated panels 1 surround square and pass through side Bolt mounting portion 3 fitted bolt in portion's is fixedly connected;Anchor bolt mounting portion 11 is provided on prefabricated foundation 10;Anchor bolt is installed Portion 11 is with 4 fitted bolt of bottom bolts mounting portion prefabricated foundation 10 to be fixedly connected with prefabricated panel 1;It is set on precast floor slab 6 It is equipped with floor bolt mounting portion 7;Floor bolt mounting portion 7 is with 2 fitted bolt of top bolt mounting portion with by precast floor slab 6 and in advance Wallboard 1 processed is fixedly connected.
The walling system that the utility model embodiment provides includes prefabricated foundation 10, precast floor slab 6 and wall panel assembly, makes User is by bolt by the anchor bolt mounting portion 11 on the bottom bolts mounting portion 4 of 1 bottom of prefabricated panel and prefabricated foundation 10 It is fixedly connected, so as to which prefabricated panel 1 is fixed on prefabricated foundation 10.It is installed between multiple prefabricated panels 1 by side bolt Portion 3 is fixedly connected with bolt, so as to which multiple prefabricated panels 1 be fixed, top bolt mounting portion 2 and the prefabricated building of prefabricated panel 1 Floor bolt mounting portion 7 on plate 6 is bolted to connection, so as to which precast floor slab 6 be fixedly connected with prefabricated panel 1.
The walling system that the utility model embodiment provides, prefabricated foundation 10 and prefabricated panel 1, prefabricated panel 1 with it is prefabricated It is bolted to connection between wallboard 1 and precast floor slab 6 and prefabricated panel 1, this dry type bolt mechanical fasteners connect The mode connect, structural system reasonable stress, based on board member, component is convenient for splitting, and design is simple, suitable for assembled architecture Structural system;All components do not go out muscle, convenient for the production, storage and transport of prefabricated components, are suitble to production line production, drop Low production and transport cost.The utility model belongs to full assembling structure system, and the connection of bolt full-dry method almost without wet construction, is applied Work is simple for process, and construction efficiency is high.
Top bolt mounting portion 2, bottom bolts mounting portion 4 and side bolt mounting portion 3 can be pre-buried screw element, It can be the form of bolt hole.User can be configured as needed.Top bolt mounting portion 2, bottom bolts mounting portion 4 with And side bolt mounting portion 3 can be pre-buried screw element, the top that also can be bolt hole or prefabricated panel 1 is pre-buried spiral shell Line part, other are bolt hole, and user can be combined.
Similarly, anchor bolt mounting portion 11 can be the form of pre-buried screw element, or the form of bolt hole.
Floor bolt mounting portion 7 is bolt penetration hole.
Wherein, precast floor slab 6 is prestressed cored slab.When prefabricated panel 1 is multilayer, upper strata precast wall body, prefabricated building Plate 6 and lower floor's prefabricated panel are from top to bottom set gradually, and bolt is threaded through the bottom bolts mounting portion on precast wall body successively 4th, the floor bolt mounting portion 7 on precast floor slab 6 and the top bolt mounting portion 2 on lower floor's prefabricated panel, so as to by three Connection.
On the basis of above-described embodiment, further, top bolt mounting portion 2 includes top mounting holes and top is reserved Bolt hole;Top prepared screw-bolt hole is arranged on the roof of top mounting holes.
In the present embodiment, top bolt mounting portion 2 includes top mounting holes and top prepared screw-bolt hole, when mounted, makes Bolt in top mounting holes, is then threaded through top prepared screw-bolt hole and floor bolt mounting portion by hand placement by user In 7, so as to which prefabricated panel 1 be fixedly connected with precast floor slab 6.
In the present embodiment, top bolt mounting portion 2 is arranged to the form of top mounting holes and top prepared screw-bolt hole, structure Simply, convenient for users to installation.Meanwhile the setting of top mounting holes can be convenient for users to operation of the hand to bolt.
Wherein, the shape of top mounting holes can be it is a variety of, such as:Square, circular or other irregular shapes etc..
As shown in fig. 6, on the basis of above-described embodiment, further, wall panel assembly is two;Two wall panel assemblies by It is set gradually under;Bottom bolts mounting portion 4, floor bolt mounting portion 7 positioned at the prefabricated panel 1 on upper strata is with being located at lower floor The top bolt mounting portion 2 of prefabricated panel 1 be bolted to connection.
In the present embodiment, two wall panel assemblies are from top to bottom set gradually, the bottom bolts mounting portion of upper strata prefabricated panel 1 4th, the top bolt mounting portion 2 of the floor bolt mounting portion 7 on floor and lower floor prefabricated panel 1 is bolted to connection, from And realize upper strata prefabricated panel 1, precast floor slab 6 and lower floor prefabricated panel 1 bolt connects.
In the present embodiment, upper strata prefabricated panel 1, precast floor slab 6 and lower floor prefabricated panel 1 are bolted to connection, side Just install.
As shown in fig. 6, on the basis of above-described embodiment, further, being provided on one side for the top of prefabricated panel 1 is open-minded Mouth 5;One end of precast floor slab 6 is arranged in the gap 5 of the prefabricated panel 1 of lower floor, and the top and position of precast floor slab 6 It is concordant in the top of the prefabricated panel 1 of lower floor.
In the present embodiment, gap 5 is set at the top of prefabricated panel 1, one end of floor is mounted in gap 5.The gap 5 Side wall can play the role of segment template, facilitate the fixation of precast floor slab 6 and prefabricated panel 1.Meanwhile the one of precast floor slab 6 End is abutted with the side wall of gap 5, is conducive to buildings waterproof, so as to improve the water resistance of walling system.
Preferably, the cross sectional shape of the gap 5 is L-shaped.
As depicted in figs. 1 and 2, on the basis of above-described embodiment, further, side bolt mounting portion 3 includes side Mounting hole 31 and side prepared screw-bolt hole 32;Mounting hole is arranged on the edge of wallboard body side, and side prepared screw-bolt hole 32 are arranged on side mounting hole 31 on the side wall at the edge of wallboard body.
In the present embodiment, side bolt mounting portion 3 includes side mounting hole 31 and is arranged on the side wall of side mounting hole 31 On prepared screw-bolt hole.When mounted, then bolt is threaded through side by user by hand placement in side mounting hole 31 In prepared screw-bolt hole 32 and the side bolt mounting portion 3 of adjacent wallboard body, connect so as to which two adjacent wallboards be fixed It connects.
In the present embodiment, side panels bolt mounting portion is arranged to the shape of side mounting hole 31 and side prepared screw-bolt hole 32 Formula, it is simple in structure, convenient for users to installation.Meanwhile the setting of side mounting hole 31 can be convenient for users to hand to the behaviour of bolt Make.
Further, the structure type of side bolt mounting portion 3 or pre-buried screw element.
Fig. 5 is the structure diagram connected according to two prefabricated panel level angles of another embodiment of the utility model; As shown in figure 5, on the basis of above-described embodiment, further, the depth direction and wallboard body of side prepared screw-bolt hole 32 Thickness direction it is consistent.
In the present embodiment, the depth direction of side prepared screw-bolt hole 32 is consistent with the thickness direction of prefabricated panel 1, that is, At this point, after bolt is threaded through in side prepared screw-bolt hole 32, bolt is vertical with the prefabricated panel 1.This structure can be used for two walls Plate perpendicular joints, that is, the corner applied to square wall panel assembly.
Fig. 4 is the structure diagram connected according to two prefabricated panel level angles of the utility model embodiment;Such as Fig. 4 It is shown, on the basis of above-described embodiment, further, the depth direction of side prepared screw-bolt hole 32 and the bottom of prefabricated panel 1 Wall extending direction is consistent.
In the present embodiment, the depth direction of side prepared screw-bolt hole 32 is consistent with the bottom wall extending direction of prefabricated panel 1, this When, after bolt is threaded through in side prepared screw-bolt hole 32, bolt is parallel with 1 bottom wall of prefabricated panel namely base extending direction.This Structure can be used for the parallel junction of two wallboards.
Fig. 7 is the structure diagram being connected according to the prefabricated panel of the utility model embodiment with precast beam;Fig. 8 is basis The structure diagram that the prefabricated panel of another embodiment of the utility model is connected with precast beam;As shown in Figure 7 and Figure 8, above-mentioned On the basis of embodiment, further, which further includes precast beam 8;Beam body bolt mounting portion is provided on precast beam 8 9;Beam body bolt mounting portion 9 is bolted to connection with prefabricated panel 1.
On the basis of above-described embodiment, further, beam body bolt mounting portion 9 is arranged on the side wall of precast beam 8.
In the present embodiment, beam body bolt mounting portion 9 is arranged on the side wall of precast beam 8, the side wall and dry wall of precast beam 8 Plate 1 is bolted, and the present embodiment is suitable for the form connected outside 8 plane of precast beam.
Further, beam body bolt mounting portion 9 may be provided on the roof of 8 end of precast beam, precast beam 8 and prefabricated panel 1 is bolted.Preferably, precast beam 8 is arranged in the gap 5 of prefabricated panel 1.
Further, anchor bolt mounting portion 11 is pre-buried screw element.
In the present embodiment, anchor bolt mounting portion 11 is arranged to pre-buried screw element, bolt be threaded through pre-buried screw element with And on the bottom bolts mounting portion 4 on prefabricated panel 1, so as to which prefabricated foundation 10 be fixedly connected with prefabricated panel 1.
In the present embodiment, the structure of pre-buried screw element is simple, installation easy to use.
Pre-buried screw element can be embedded nut, or pre-buried screw shell.
On the basis of above-described embodiment, further, bottom bolts mounting portion 4 is thread embedded parts.
Figure 10 is the structure diagram connected according to two prefabricated foundations of the utility model embodiment;Figure 11 is according to this The structure diagram of two prefabricated foundations connection of another embodiment of utility model;As shown in Figure 10 and Figure 11, prefabricated foundation 10 Including 101 and second basis 102 of first foundation;First foundation 101 is abutted with the second basis 102;First foundation 101 is close to second The one end on basis 102 is provided with the first bolt mounting portion 12;Second basis 102 is provided with close to one end of first foundation 101 Two bolt mounting portions 13;First bolt mounting portion 12 and the second bolt mounting portion 13 are coordinated by bolt with by first foundation 101 It is fixedly connected with the second basis 102.
In the present embodiment, prefabricated foundation 10 includes 101 and second basis 102 of first foundation, and one end of first foundation 101 is set The first bolt mounting portion 12 is equipped with, the one end on the second basis 102 is provided with the second bolt mounting portion 13.User is by the first bolt Mounting portion 12 is coordinated by bolt first foundation 101 to be fixedly connected with the second basis 102 with the second bolt mounting portion 13, and And first foundation 101 is abutted with the second basis 102.
In the present embodiment, first foundation 101 is fixedly connected to be formed with the mode that the second basis 102 is connected by screw bolts Prefabricated foundation 10 facilitates the processing installation and assembling of prefabricated foundation 10, further improves efficiency of assembling.
Wherein, the first bolt mounting portion 12 and the second bolt mounting portion 13 can be pre-buried screw element, can also be The structure type of mounting hole and prepared screw-bolt hole, can also one be pre-buried screw element, another be mounting hole and reserved bolt The form in hole.
Further, the first bolt mounting portion 12 is crossed arc screw rod with the second bolt mounting portion 13 and is connected.
On the basis of above-described embodiment, further, wall panel assembly includes the first prefabricated panel 1 and the second prefabricated panel 1;First prefabricated panel, 1 side is arranged in parallel with the second prefabricated panel 1, and the side bolt mounting portion 3 of the first prefabricated panel 1 with The side bolt mounting portion 3 of second prefabricated panel 1 is bolted to connection.
In the present embodiment, the first prefabricated panel 1 is arranged in parallel with the second prefabricated panel 1, and the first prefabricated panel 1 and second The side of prefabricated panel 1 is fixed by side bolt fitted bolt mounting portion, so as to by the first prefabricated panel 1 and second Prefabricated panel 1 is fixedly connected.This structure can be applied to the mode that two adjacent wall boards are arranged in parallel.
On the basis of above-described embodiment, further, wall panel assembly includes the 3rd prefabricated panel 1;3rd prefabricated panel 1 Side is vertically arranged with the first prefabricated panel 1, and the side bolt mounting portion 3 of the first prefabricated panel 1 and the 3rd prefabricated panel 1 Side bolt mounting portion 3 is bolted to connection.
As one of embodiment, anchor bolt mounting portion is pre-buried screw element, and the bottom bolts of prefabricated panel 1 are installed Portion and side bolt mounting portion are mounting hole and prepared screw-bolt hole, and the top bolt mounting portion 2 of prefabricated panel 1 is pre-buried screw thread Part.Floor bolt mounting portion on precast floor slab 6 is mounting hole and prepared screw-bolt hole.The installation steps of walling system are as follows:
The first step:Unwrapping wire, foundation location are installed prefabricated foundation, are stayed inside the end preformed groove of two strip footings, slot Bolt hole, two strip footing preformed holes are opposite, through arc screw rod in hole, are then fastenedly connected by the bolt at both ends. The connecting screw of strip footing has four under normal circumstances, if can also increase when being unsatisfactory for requiring, the diameter of screw rod can root Concrete condition is chosen.The pre-buried single pre-buried screw element of band on prefabricated foundation.
Second step:First floor prefabricated panel is installed.Wall bottom prepared screw-bolt hole and mounting hole first push the bolt into wall bottom In portion's mounting hole, then pre-buried screw element of the wall prepared screw-bolt hole on the basis of alignd, mounting hole inner bolt correspondence is screwed into In the pre-buried screw element on basis, anchor bolt is tightened by mounting hole using professed machine utensil.First is pushed the bolt into again In the mounting hole of precast wall body both sides, then second wall in a manner that first wall to be installed is installed, completes second wall With the connection on basis, then the leveling screw between first precast wall body and second precast wall body virtually connected, not tighten first, treat After all one layer of walls are connected with basis, then wall seam spacing is adjusted, finally fasten all leveling screws, complete first floor wallboard Installation, wallboard horizontal connection mode is as shown in Figures 3 to 5.
3rd step:Precast floor slab is installed, as shown in Figure 6.First precast floor slab is ridden on first floor prefabricated panel, and is ensured pre- Floor prepared screw-bolt hole processed aligns with the built-in fitting at the top of first floor wall, then bolt is screwed into floor prepared screw-bolt hole and wall is pre- It buries in screw element.
4th step:Two layers of prefabricated panel (Fig. 6) are installed.Prefabricated panel bottom prepared screw-bolt hole is aligned on precast floor slab Bolt tightens bolt using professed machine utensil by installation hand hole.The peace of first precast wall body both sides is pushed the bolt into again It fills in hand hole, then second wall is installed in a manner that first wall to be installed, complete second wall and floor and lower floor's wall The connection of plate, then the leveling screw between first precast wall body and second precast wall body is virtually connected, it not tighten first, wait own After two layers of wall are connected with floor and bottom wall panel, then wall seam spacing is adjusted, finally fasten all leveling screws, complete two The installation of layer wallboard, two layers of wallboard horizontal connection mode are as shown in Figure 3.
5th step:And so on, major structure of construction installation is completed.
In the present embodiment, the first prefabricated panel 1 is vertically arranged with the 3rd prefabricated panel 1, and the first prefabricated panel 1 and the 3rd The side of prefabricated panel 1 is fixed by side bolt fitted bolt mounting portion, so as to by the first prefabricated panel 1 and the 3rd Prefabricated panel 1 is fixedly connected.This structure can be applied to two vertically disposed modes of adjacent wall board.
The above is only the preferred embodiments of the present utility model only, is not intended to limit the utility model, all in this practicality Within new spirit and principle, any modifications, equivalent replacements and improvements are made should be included in the guarantor of the utility model Within the scope of shield.

Claims (10)

1. a kind of walling system, which is characterized in that including prefabricated foundation, precast floor slab and wall panel assembly;The wall panel assembly Including multiple prefabricated panels;
Top, bottom and the both sides of the prefabricated panel be respectively arranged with top bolt mounting portion, bottom bolts mounting portion and Side bolt mounting portion;Multiple prefabricated panels surround square and fix company by side bolt mounting portion fitted bolt It connects;
Anchor bolt mounting portion is provided on the prefabricated foundation;The anchor bolt mounting portion and the bottom bolts mounting portion Fitted bolt is the prefabricated foundation to be fixedly connected with the prefabricated panel;
Floor bolt mounting portion is provided on the precast floor slab;The floor bolt mounting portion and the top bolt mounting portion Fitted bolt is the precast floor slab to be fixedly connected with the prefabricated panel.
2. walling system according to claim 1, which is characterized in that the top bolt mounting portion includes top mounting holes With top prepared screw-bolt hole;
The top prepared screw-bolt hole is arranged on the roof of the top mounting holes.
3. walling system according to claim 1, which is characterized in that the wall panel assembly is two;
Two wall panel assemblies are from top to bottom set gradually;Bottom bolts mounting portion positioned at the prefabricated panel on upper strata, The top bolt mounting portion of the floor bolt mounting portion and the prefabricated panel positioned at lower floor is bolted to connection.
4. walling system according to claim 3, which is characterized in that being provided on one side for the top of the prefabricated panel is open-minded Mouthful;One end of the precast floor slab is arranged in the gap of the prefabricated panel of lower floor, and the precast floor slab Top is concordant with the top of the prefabricated panel positioned at lower floor.
5. walling system according to claim 1, which is characterized in that further include precast beam;
Beam body bolt mounting portion is provided on the precast beam;The beam body bolt mounting portion passes through bolt with the prefabricated panel It is fixedly connected.
6. walling system according to claim 5, which is characterized in that the beam body bolt mounting portion is arranged on described prefabricated On the side wall of beam.
7. walling system according to claim 1, which is characterized in that the bottom bolts mounting portion is thread embedded parts.
8. walling system according to claim 1, which is characterized in that the anchor bolt mounting portion is pre-buried screw element.
9. walling system according to claim 1, which is characterized in that the wall panel assembly includes the first prefabricated panel and the Two prefabricated panels;
The first prefabricated panel side is arranged in parallel with second prefabricated panel, and the side spiral shell of first prefabricated panel Bolt mounting portion and the side bolt mounting portion of the second prefabricated panel are bolted to connection.
10. walling system according to claim 9, which is characterized in that the wall panel assembly includes the 3rd prefabricated panel;
The 3rd prefabricated panel side is vertically arranged with first prefabricated panel, and the side spiral shell of first prefabricated panel Bolt mounting portion and the side bolt mounting portion of the 3rd prefabricated panel are bolted to connection.
CN201721613517.3U 2017-11-27 2017-11-27 Walling system Active CN207453124U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201721613517.3U CN207453124U (en) 2017-11-27 2017-11-27 Walling system

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201721613517.3U CN207453124U (en) 2017-11-27 2017-11-27 Walling system

Publications (1)

Publication Number Publication Date
CN207453124U true CN207453124U (en) 2018-06-05

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Family Applications (1)

Application Number Title Priority Date Filing Date
CN201721613517.3U Active CN207453124U (en) 2017-11-27 2017-11-27 Walling system

Country Status (1)

Country Link
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Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN107724542A (en) * 2017-11-27 2018-02-23 三筑工科技有限公司 Walling system

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN107724542A (en) * 2017-11-27 2018-02-23 三筑工科技有限公司 Walling system

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