CN209384463U - A kind of layer high filling wall construction - Google Patents

Abstract

The utility model discloses a kind of layer high filling wall constructions, shear wall including the high main structure interval of layer, wall is filled between the shear wall of interval, it is identical as shear wall's thickness to fill wall thickness, which is characterized in that be provided with extruded sheet in filling wall, extruded sheet is at least two layers up and down in filling wall, it is that multiple row interval is arranged that extruded sheet is horizontal in filling wall, extruded sheet surrounding is provided with reinforced concrete floor, reinforced concrete floor pours to be formed with shear wall simultaneously.The utility model fills wall as made of extruded sheet, reinforcing bar, Combined concrete and main structure is constructed simultaneously, substantially shorten the construction period, simplify work progress and construction technology, improve Structural Engineering construction quality, avoid a variety of common fault problems in fitment process, and the filling wall member exempts to plaster, and reduces water leakage of external wall hidden danger, and avoids the appearance of the finishing common faults such as the coat of plaster hollowing and cracks of different materials surface layer, seam crossing cracking.

Description

A kind of layer high filling wall construction

Technical field

The utility model relates to building field, in particular to a kind of layer high filling wall construction.

Background technique

Filling wall refers to the wall for filling masonry between shear wall in building structure, since filling wall is the wall built Body, therefore traditional method is that shear wall and filling wall are separately constructed, and usually completes shear wall as primary construction, fills wall As secondary construction, filling wall is usually brickwork construction, and filling walling quality good or not will affect later period decoration construction quality, and Secondary structure working procedure is complicated, expends a large amount of manpower and material resources.

Summary of the invention

The purpose of this utility model is to provide a kind of layer high filling wall construction, by extruded sheet, reinforcing bar, Combined concrete and At filling wall member, construct with main structure, substantially shorten the construction period simultaneously, simplify work progress and construction technology, improve knot Structure engineering construction quality avoids a variety of common fault problems in fitment process, and the filling wall member exempts to plaster, and it is hidden to reduce water leakage of external wall Suffer from.

To achieve the goals above, the embodiment of the utility model is:

A kind of layer high filling wall construction, the shear wall including the high main structure interval of layer, filling wall interval shear wall it Between, filling wall thickness is identical as shear wall's thickness, wherein extruded sheet is provided in filling wall, extruded sheet is upper and lower in filling wall At least two layers, it is that multiple row interval is arranged that extruded sheet is horizontal in filling wall, and extruded sheet surrounding is provided with armored concrete Layer, reinforced concrete floor have steel mesh, and reinforced concrete floor pours to be formed with shear wall simultaneously.

Scheme is further: in filling wall, when casting concrete, the extruded sheet is described by positioning fixture positioning Positioning fixture includes by the horizontal location fixture of extruded sheet horizontal location and by the perpendicular positioning fixture of extruded sheet perpendicular positioning.

Scheme is further: the horizontal location fixture includes a cross-tie, and two end sides of cross-tie are set respectively It is equipped with the card slot of protrusion, the spacing between two card slots is greater than the thickness of extruded sheet, is arranged on the pull rod between two card slots There is the groove of protrusion, the width of groove is equal to the thickness of extruded sheet, and horizontal location fixture is inserted into from extruded sheet horizontal direction both ends Extruded sheet, the groove of horizontal location fixture are caught in extruded sheet, and two card slots of horizontal location fixture are respectively clamped into two panels steel mesh Reinforcing bar extruded sheet horizontal direction is positioned.

Scheme is further: the perpendicular positioning fixture is L shape or T shape plugs in pricker, and L shape or T shape plug in pricker from extruded sheet level Extruded sheet is inserted into two sides, and L shape or T shape plug in the crotch of pricker on the downside of two panels steel mesh horizontal reinforcement and upside tangles reinforcing bar, will Extruded sheet perpendicular positioning.

Scheme is further: the reinforced concrete floor is at least 150mm thickness, extrusion molding between extruded sheet and the high ground of layer Between plate upper and lower level, between horizontal interval and between the column and the column reinforced concrete floor thickness is at least 100mm, before extruded sheet It is horizontal outermost in reinforced concrete floor thickness and filling wall between rear wall reinforced concrete thickness degree, extruded sheet and layer high level top Reinforced concrete floor thickness between two sides extruded sheet and shear wall is at least 50mm.

Scheme is further: when filling has electronic box within the walls, not clogging extruded sheet within the scope of 50mm around electronic box.

The beneficial effects of the utility model are: as made of extruded sheet, reinforcing bar, Combined concrete filling wall may be implemented with Main structure is constructed simultaneously, is substantially shortened the construction period, and work progress and construction technology are simplified, and is improved Structural Engineering construction quality, is kept away Exempt from a variety of common fault problems in fitment process, and the filling wall member exempts to plaster, reduces water leakage of external wall hidden danger, and avoid difference The appearance of the finishing common faults such as the coat of plaster hollowing and cracks of material surface layer, seam crossing cracking.

The utility model is described in detail with reference to the accompanying drawings and examples.

Detailed description of the invention

Fig. 1 is construction wall structural schematic diagram；

Fig. 2 is that the utility model fills wall construction schematic cross-sectional view；

Fig. 3 is that the utility model fills the vertical sectional schematic diagram of wall construction, the A-A view of Fig. 2；

Fig. 4 is that the utility model fills wall construction extruded sheet positioning schematic diagram；

Fig. 5 is the utility model horizontal location clamp structure schematic diagram；

Fig. 6 is the utility model perpendicular positioning clamp structure schematic diagram；

Fig. 7 is that the utility model fills wall construction cross section positioning fixture use state diagram；

Fig. 8 is that the utility model fills wall construction longitudinal direction section positioning fixture use state, the B-B view of Fig. 7.

Specific embodiment

A kind of layer high filling wall construction, as shown in Figure 1, layer height filling wall construction includes the high main structure interval of layer Shear wall 1, shear wall are structure load-bearing reinforced concrete walls, and exterior wall can be made to be also possible to partition wall, and filling wall 2 is cut at interval Between power wall, filling wall thickness is identical as shear wall's thickness, and filling wall does not play main load-bearing effect, in order to change traditional construction Filling wall and shear wall are once constructed completions, should reduce the weight of filling wall, guarantee the intensity for filling wall again by method, As shown in Figures 2 and 3, it is provided with extruded sheet 201 in the present embodiment filling wall, as shown in figure 3, extruded sheet is upper and lower in filling wall It at least two layers, as shown in Fig. 2, it is that multiple row interval is arranged that extruded sheet is horizontal in filling wall, is provided with around extruded sheet surrounding Reinforced concrete floor 202, reinforced concrete floor pours to be formed with shear wall simultaneously, and reinforced concrete floor has steel mesh 202-1.

Steel mesh in embodiment includes two panels steel mesh before and after filling wall, and two panels steel mesh passes through 5 front and back of drag hook fixture Positioning, as shown in FIG. 7 and 8, drag hook fixture 5 have multiple interval detents to be arranged up and down between the column and the column in extruded sheet.

When filling wall has electronic box, extruded sheet is not clogged within the scope of 50mm around electronic box.It is not clogged at spool below electronic box crowded Mould plate.It is not required to fix wire box spool to extruded sheet specially treated at wire box spool.

Wherein, the reinforced concrete floor is at least 150mm thickness, extruded sheet upper and lower level between extruded sheet and the high ground of layer Between, reinforced concrete floor thickness between horizontal interval and between the column and the column be at least 100mm, extruded sheet front and rear wall muscle is mixed Horizontal outermost two sides extrusion molding in solidifying reinforced concrete floor thickness and filling wall between soil thickness, extruded sheet and layer high level top Reinforced concrete floor thickness between plate and shear wall is at least 50mm.

When casting concrete, in order to guarantee positioning of the extruded sheet in filling wall, according between extruded sheet and the high ground of layer Required distance, between extruded sheet upper and lower level, required distance between horizontal interval and between the column and the column, extruded sheet and layer it is high The distance between layer top requires to position extruded sheet using positioning fixture；As shown in figure 4, the fixture includes determining extruded sheet level The horizontal location fixture 3 and perpendicular positioning fixture 4 by extruded sheet perpendicular positioning of position.

As shown in Figure 5: the horizontal location fixture includes a cross-tie 301, and two end sides of cross-tie are set respectively It is equipped with the card slot 302 of protrusion, card slot 302 is to be welded in fold on cross-tie 301 by two reinforcing bar 302-1 to be formed, two card slots Between spacing be greater than the thickness of extruded sheet, the groove 303 of protrusion, groove 303 are provided on the pull rod between two card slots And there are two reinforcing bar 303-1 to be welded on cross-tie 301 and fold to be formed, the width of groove 303 is equal to the thickness of extruded sheet, such as Shown in Fig. 7 and Fig. 8, horizontal location fixture 3 is inserted into extruded sheet, the groove card of horizontal location fixture from extruded sheet horizontal direction both ends Enter extruded sheet, the reinforcing bar that two card slots of horizontal location fixture are respectively clamped into two panels steel mesh positions extruded sheet horizontal direction.

As shown in Figure 6: the perpendicular positioning fixture is that L shape or T shape plug in pricker, and as shown in Figure 7 and Figure 8, L shape or T shape plug in pricker Extruded sheet is inserted into from the horizontal two sides of extruded sheet, and L shape or T shape plug in the crotch of pricker on the downside of two panels steel mesh horizontal reinforcement and upside Reinforcing bar is tangled, by extruded sheet perpendicular positioning.

It is for a building structure specific embodiment data below:

1, filling wall member reinforced mesh binding installation: using the reinforced mesh of diameter 6mm, spacing 200*200, drag hook is The reinforcing bar of diameter 6mm, 400*400 setting, reinforced mesh protrudes into both ends shear wall 300mm and shear wall newel post binds.It is concrete-cored to fill out Fill wall be end wall when, reinforcing bar using U-shaped hoop carry out edge sealing, the lap of splice meet an anchorage length.

2, extruded sheet is installed: using the extruded sheet (XPS) of 300mm*1100mm, with a thickness of wall thickness -100mm, extruded sheet it Between horizontal, vertical direction spacing 100mm；Away from structure on two sides wall and top beam slab 50mm, it is arranged away from structural floor 150mm.

3, the fixed extruded sheet of double F card horizontal location fixtures and T-type perpendicular positioning fixture: extruded sheet is according to design requirement from upper Be inserted into the reinforced mesh of two sides down, with the 200mm long made in advance couple F cards, extruded sheet upper/lower terminal 100 ~ Be fixed at 150mm, the U-shaped hoop of F card should be stuck on reinforced mesh horizontal bar, and with horizontal bar angle at 45 °, guarantee extruded sheet Position and wall two sides thickness of protection tier.T-type card is used simultaneously, the same horizontal position is stuck in double F, from wall two sides Between two parties penetrate extruded sheet and with reinforced mesh binding and fixing, when preventing extruded sheet from pouring float, be displaced.Double F cards and T-type card both ends Answer antirust treatment.

4, electronic box electricity box is handled within the walls for filling: not being clogged within the scope of 50mm when concrete-cored filling wall chance electronic box, around electronic box crowded Mould plate.Extruded sheet is not clogged at spool below electronic box.It is not required to fix wire box spool to extruded sheet specially treated at wire box spool ?.

5, check and check and accept: after the completion of reinforced mesh and extruded sheet construction, wall is filled in special emphasis inspection and shear wall connects Socket part position reinforcing bar anchors into whether length meets the requirements.Emphasis check extruded sheet whether fixation, and spacing cannot be less than 100mm。

6, template installation and check and accept: before template molding, should brushing parting agent special, release agent should brush uniformly, must not leak Brush, when brushing, should prevent pollution reinforcing bar.Protective layer cushion block, fixation, 300 × 300mm of spacing have been padded on the outside of steel mesh.Template Self-test should be carried out after reinforcing and having corrected, special emphasis checks whether concrete-cored filling wall position bolt etc. is omitted, if fastening.Inspection Look into the verticality of wall column, whether the sectional dimension of the flatness of top plate, wall column and beam meets the requirements.

7, concreting: at least to have when concreting worker check extruded sheet whether fixation, fall, It is reinforced in time when displacement.The vibrating spear of diameter 30mm should be used between extruded sheet and extruded sheet, extruded sheet and reinforced mesh, Vibration compacting.After the completion of concreting, on the outside of hand hammer tapping template, whether emphasis checks has cavity existing at secondary structure wall As vibrating if any again insertable into vibrating head, while injecting concrete.

Claims (6)

1. a kind of layer high filling wall construction, the shear wall including the high main structure interval of layer, filling wall are being spaced between shear wall, It is identical with shear wall's thickness to fill wall thickness, which is characterized in that be provided with extruded sheet in filling wall, extruded sheet in filling wall on It is at least two layers down, it is that multiple row interval is arranged that extruded sheet is horizontal in filling wall, and extruded sheet surrounding is provided with reinforced concrete Soil layer, reinforced concrete floor have steel mesh, and reinforced concrete floor pours to be formed with shear wall simultaneously.

2. filling wall construction according to claim 1, which is characterized in that described to squeeze when casting concrete in filling wall Mould plate is positioned by positioning fixture, and the positioning fixture includes by the horizontal location fixture of extruded sheet horizontal location and by extruded sheet The perpendicular positioning fixture of perpendicular positioning.

3. filling wall construction according to claim 2, which is characterized in that the horizontal location fixture includes one and laterally draws Bar, two end sides of cross-tie are respectively arranged with the card slot of protrusion, and the spacing between two card slots is greater than the thickness of extruded sheet, The groove of protrusion is provided on pull rod between two card slots, the width of groove is equal to the thickness of extruded sheet, horizontal location fixture It is inserted into extruded sheet from extruded sheet horizontal direction both ends, the groove of horizontal location fixture is caught in extruded sheet, and the two of horizontal location fixture The reinforcing bar that a card slot is respectively clamped into two panels steel mesh positions extruded sheet horizontal direction.

4. filling wall construction according to claim 2, which is characterized in that the perpendicular positioning fixture is that L shape or T shape are inserted Pricker, L shape or T shape plug in pricker and are inserted into extruded sheet from the horizontal two sides of extruded sheet, and L shape or T shape plug in the crotch of pricker from two panels steel mesh water On the downside of flat reinforcing bar and upside tangles reinforcing bar, by extruded sheet perpendicular positioning.

5. filling wall construction according to claim 1, which is characterized in that the reinforced concrete floor is high in extruded sheet and layer It is thick that 150mm is at least between ground, between extruded sheet upper and lower level, armored concrete between horizontal interval and between the column and the column Thickness degree is at least 100mm, the armored concrete between extruded sheet front and rear wall reinforced concrete thickness degree, extruded sheet and layer high level top Reinforced concrete floor thickness in thickness degree and filling wall between horizontal outermost two sides extruded sheet and shear wall is at least 50mm.

6. filling wall construction according to claim 1, which is characterized in that when filling has electronic box within the walls, 50mm around electronic box Extruded sheet is not clogged in range.