CN219157995U - Advanced seepage-proofing heat-insulating construction device for outer wall nodes of section steel beam - Google Patents
Advanced seepage-proofing heat-insulating construction device for outer wall nodes of section steel beam Download PDFInfo
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- CN219157995U CN219157995U CN202223016049.5U CN202223016049U CN219157995U CN 219157995 U CN219157995 U CN 219157995U CN 202223016049 U CN202223016049 U CN 202223016049U CN 219157995 U CN219157995 U CN 219157995U
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- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
- Y02A—TECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE
- Y02A30/00—Adapting or protecting infrastructure or their operation
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- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
- Y02B—CLIMATE CHANGE MITIGATION TECHNOLOGIES RELATED TO BUILDINGS, e.g. HOUSING, HOUSE APPLIANCES OR RELATED END-USER APPLICATIONS
- Y02B30/00—Energy efficient heating, ventilation or air conditioning [HVAC]
- Y02B30/90—Passive houses; Double facade technology
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Abstract
The utility model discloses an advanced seepage-proofing heat-insulating construction device for a section steel beam outer wall node, which comprises brick blocks, alkali-resistant glass fiber mesh cloth, pegs, section steel beams, concrete, hot galvanizing steel wire mesh, masonry mortar, bonding mortar, a straight autoclaved aerated concrete seepage-proofing heat-insulating plate, anchor bolts and precast concrete light plates and strips, and has the beneficial effects that: the device is convenient to operate, can effectively solve the quality hidden troubles such as water seepage, cracking, steel beam corrosion, ventilation and the like at the top of the wall body at the joint part of the outer wall of the section steel beam, avoid the construction quality problem in the later decoration and fitment process and the problem of insufficient heat preservation performance in the use process of the later house, and solve the quality hidden troubles such as water seepage, cracking, steel beam corrosion, ventilation and the like at the joint part of the outer wall steel beam and the masonry wall in the steel structure residential building. The construction quality of the project steel structure house is improved, the maintenance risk and cost of the later construction quality can be effectively reduced, and the use performance of the later building is improved.
Description
Technical Field
The utility model relates to the technical field of construction of joint parts of outer walls of section steel beams, in particular to an advanced seepage-proofing heat-preserving construction device for joint parts of outer walls of section steel beams.
Background
With the advantages of good shock resistance, flexible and changeable space, environmental protection and the like of the steel structure house, the steel structure house can be largely built and applied to super high-rise buildings in house construction projects.
However, the hidden troubles such as cracking, steel beam corrosion, wall top water seepage and the like can occur in the decoration and fitment process or the later use process due to the factors such as the attribute problem, the bonding problem, the heat resistance and the like of different materials at the connecting part of the outer wall steel beam and the secondary structure masonry. Therefore, we propose a section steel beam outer wall node advanced seepage-proofing heat preservation construction device.
Disclosure of Invention
The utility model aims to provide an advanced seepage-proofing heat-preserving construction device for a section steel beam outer wall node, which aims to solve the problems in the background technology.
In order to achieve the above purpose, the present utility model provides the following technical solutions: the utility model provides a shaped steel roof beam external wall node advanced prevention of seepage heat preservation construction equipment, includes brick building block, alkali-resistant glass fiber net cloth, peg, shaped steel roof beam, concrete, hot-galvanize wire net, masonry mortar, bonding mortar, straight autoclaved aerated concrete prevention of seepage heated board, crab-bolt, precast concrete lightweight board strip, the brick brickwork is located the shaped steel roof beam below the beam bottom and the shaped steel roof beam and the upper end of concrete, two the inner wall of brick building block is fixedly connected with a shaped steel roof beam jointly, equidistant fixedly connected with two pegs on one side outer wall of shaped steel roof beam along the transverse direction, the shaped steel roof beam outside is located the position of peg and packs concrete, the joint position of the brick building block of above-mentioned shaped steel roof beam and both ends all is filled with masonry mortar, one side that the shaped steel roof beam kept away from does not have peg is provided with a plurality of precast concrete lightweight board strip, the clearance between shaped steel roof beam and the precast concrete lightweight board strip all is filled with bonding mortar.
Preferably, the brick blocks at the connection parts of the brick blocks and the beam bottom of the section steel beam and the concrete structure plate at the upper part of the section steel beam are required to be provided with L-shaped grooves with the height of 150mm and the width of 50mm, and hot galvanizing steel wire nets are hung for reinforcement, and the two sides of the hot galvanizing steel wire nets extend to be not less than 150mm.
Preferably, the 50mm thick in-line autoclaved aerated concrete impermeable thermal insulation board is bonded by using bonding mortar and reinforced by adopting an anchor bolt, and the anchor bolt penetrates through the 50mm thick in-line autoclaved aerated concrete impermeable thermal insulation board
The heat insulation board is penetrated into the wall body for 50mm deep.
Preferably, the alkali-resistant glass fiber mesh cloth is arranged at the joint part of the outer wall masonry and the 50mm thick straight autoclaved aerated concrete impermeable heat-insulating plate, and the two sides of the alkali-resistant glass fiber mesh cloth extend outwards to be not less than 250mm.
Preferably, alkali-resistant glass fiber mesh cloth is required to be arranged at the joint part of the brick block at the inner side of the brick masonry outer wall and the precast concrete lightweight board, and two sides of the alkali-resistant glass fiber mesh cloth extend outwards to be not less than 100mm.
Preferably, the number of the pegs positioned outside the straight autoclaved aerated concrete impermeable thermal insulation board is not less than 6 per square meter.
Compared with the prior art, the utility model has the beneficial effects that: the device is convenient to operate, can effectively solve the quality hidden troubles such as water seepage, cracking, steel beam corrosion, ventilation and the like at the top of the wall body at the joint part of the outer wall of the section steel beam, avoid the construction quality problem in the later decoration and fitment process and the problem of insufficient heat preservation performance in the use process of the later house, and solve the quality hidden troubles such as water seepage, cracking, steel beam corrosion, ventilation and the like at the joint part of the outer wall steel beam and the masonry wall in the steel structure residential building. The construction quality of the project steel structure house is improved, the maintenance risk and cost of the later construction quality can be effectively reduced, and the use performance of the later building is improved.
Drawings
FIG. 1 is a schematic view of the overall construction operation of the present utility model;
FIG. 2 is a schematic view of the structure of the L-shaped brick masonry of the present utility model.
In the figure: 1. brick blocks; 2. alkali-resistant glass fiber mesh cloth; 3. a peg; 4. a section steel beam; 5. concrete; 6. hot dip galvanizing steel wire mesh; 7. masonry mortar; 8. bonding mortar; 9. an in-line autoclaved aerated concrete impermeable heat-insulating plate; 10. an anchor bolt; 11. precast concrete light weight slab.
Detailed Description
The following description of the embodiments of the present utility model will be made clearly and completely with reference to the accompanying drawings, in which it is apparent that the embodiments described are only some embodiments of the present utility model, but not all embodiments. All other embodiments, which can be made by those skilled in the art based on the embodiments of the utility model without making any inventive effort, are intended to be within the scope of the utility model.
Referring to fig. 1-2, the present utility model provides a technical solution: the utility model provides a shaped steel roof beam outer wall node advanced prevention of seepage heat preservation construction equipment, including brick building block 1, alkali-resisting glass fiber net cloth 2, peg 3, shaped steel roof beam 4, concrete 5, hot-galvanize steel wire net 6, masonry mortar 7, bonding mortar 8, straight autoclaved aerated concrete prevention of seepage heated board 9, crab-bolt 10, precast concrete lightweight slab 11, brick brickwork 1 is located the shaped steel roof beam 4 below the beam bottom and the shaped steel roof beam 4 and the upper end of concrete 5, the inner wall of two brick brickwork 1 jointly fixedly connected with shaped steel roof beam 4, the one side outer wall of shaped steel roof beam 4 is along equidistant fixedly connected with two pegs 3 in the lateral direction, the position that is located peg 3 outside shaped steel roof beam 4 is filled with concrete 5, the joint position of above-mentioned shaped steel roof beam 4 and the brick brickwork 1 at both ends all is filled with masonry 7, the one side that shaped steel roof beam 4 kept away from peg 3 is provided with a plurality of precast concrete lightweight slab 11, the clearance between shaped steel roof beam 4 and the precast concrete lightweight slab 11 all is filled with bonding mortar 8.
Wherein, brick block 1 of brick block 1 and the beam bottom of shaped steel roof beam 4 and the brick block 1 of the 5 structural slab junction of shaped steel roof beam 4 upper portion concrete need set up high 150mm, width 50mm "L" type recess and hang and establish hot dip galvanizing wire net 6 and strengthen, and hot galvanizing wire net 6 both sides extend and be not less than 150mm.
The 50mm thick straight autoclaved aerated concrete impermeable thermal insulation board 9 is bonded by using bonding mortar 8 and reinforced by adopting an anchor bolt 10, and the anchor bolt 10 penetrates through the 50mm thick straight autoclaved aerated concrete impermeable thermal insulation board 9 and then stretches into a wall body to be 50mm deep.
The alkali-resistant glass fiber mesh cloth 2 is arranged at the joint part of the outer wall masonry and the 50mm thick straight autoclaved aerated concrete impermeable heat-insulating plate 9, and two sides of the alkali-resistant glass fiber mesh cloth 2 extend outwards to be not less than 250mm.
Wherein, the joint part of the brick blocks 1 on the inner side of the brick masonry outer wall and the precast concrete lightweight board 11 is required to be provided with alkali-resistant glass fiber mesh cloth 2, and the two sides of the alkali-resistant glass fiber mesh cloth 2 extend outwards to be not less than 100mm.
Wherein the number of the pegs 3 positioned outside the straight autoclaved aerated concrete impermeable thermal insulation board 9 is not less than 6 per square meter.
Specifically, when the utility model is used, the lower wall of the section steel beam 4 is built to the height of 170mm at the beam bottom of the steel beam, and after 14 days, the special masonry mortar 7 is used for building the inclined roof bricks, so that the mortar joints of the inclined roof bricks are full; simultaneously, the inclined top bricks are built by 50mm wide from the outer edge line of the masonry wall, and the installation width of the reinforced seepage-proofing plate is reserved; the concrete 5 is adopted to pour and fill the position, on the outer side of the web plate, of the section steel beam 4, the concrete 5 is adopted to pour the position, on the outer side of the concrete 5, of the lower inclined roof brick, the concrete 5, on the outer side of the steel beam, of the position, on the outer side of the stud 3, is adopted to adhere and fix the autoclaved aerated straight autoclaved aerated concrete impermeable insulation board 9 with the thickness of 50mm after the pouring of the concrete 5 is finished, the adhesive mortar 8 is adopted to adhere and fix, the hot dip galvanized steel wire gauze 6 is hung in the adhesive mortar 8 and fixed with the wall body, and the tightness of the joint position of the section steel beam 4 and the masonry is ensured (the hot dip galvanized steel wire gauze 6 extends 150mm wide towards two sides respectively at the joint position of the concrete 5 and the masonry wall body); simultaneously, an anchor bolt 10 is adopted to reinforce and fix an autoclaved aerated straight autoclaved aerated concrete impermeable heat-insulating plate 9 with the outer side of 50mm, a precast concrete slab 11 is adopted to fill a part without bolts 3 on the inner side of a web plate of a section steel beam 4, a gypsum-based fireproof paint with the thickness of 20mm is firstly sprayed on a node part at the top of a masonry wall, an inner wall plastering construction is carried out after the spraying is finished, an alkali-resistant glass fiber gridding cloth 2 is pressed in the middle of an inner wall plastering leveling layer, and the gridding cloth faces along a joint part
The extension of the two sides is not less than 100mm.
In the description of the present utility model, it should be understood that the terms "coaxial," "bottom," "one end," "top," "middle," "other end," "upper," "one side," "top," "inner," "front," "center," "two ends," etc. indicate orientations or positional relationships, as shown in the drawings, merely to facilitate describing the present utility model and simplify the description, and do not indicate or imply the device or relationship being referred to
The elements must have a particular orientation, be constructed and operate in a particular orientation and thus should not be construed as limiting the utility model.
Furthermore, the terms "first," "second," "third," "fourth," and the like are used for descriptive purposes only and are not to be construed as indicating or implying a relative importance or implying a number of features in which an indicated technical feature is to be defined such that the features defining "first," "second," "third," "fourth" may be either explicitly or implicitly
Including at least one such feature.
In the present utility model, unless explicitly specified and limited otherwise, the terms "mounted," "configured," "connected," "secured," "screwed," and the like are to be construed broadly and may be, for example, fixedly connected, detachably connected, or integrally formed; can be mechanically or electrically connected; either directly or indirectly through intermediaries, or in communication with each other or in interaction with each other, unless explicitly defined otherwise, the meaning of the terms described above in this application will be understood by those of ordinary skill in the art in view of the specific circumstances.
Although embodiments of the present utility model have been shown and described, it will be understood by those skilled in the art that various changes, modifications, substitutions and alterations can be made therein without departing from the principles and spirit of the utility model, the scope of which is defined in the appended claims and their equivalents.
Claims (6)
1. The utility model provides a shaped steel roof beam external wall node advanced prevention of seepage heat preservation construction equipment, includes brick building block (1), alkali-resisting glass fiber net cloth (2), peg (3), shaped steel roof beam (4), concrete (5), hot-galvanize steel wire net (6), masonry mortar (7), bonding mortar (8), style of calligraphy are evaporated aerated concrete prevention of seepage heated board (9), crab-bolt (10), precast concrete light board (11), its characterized in that, brick building block (1) are located shaped steel roof beam (4) below the beam bottom and shaped steel roof beam (4) and the upper end of concrete (5), two the inner wall joint fixedly connected with shaped steel roof beam (4) of brick building block (1), one side outer wall of shaped steel roof beam (4) is followed equidistant fixedly connected with two pegs (3) on the lateral direction, the girder filling concrete (5) of the position of peg (3) are located in the shaped steel roof beam outside, the brick light part of above-mentioned shaped steel roof beam (4) and both ends all is filled with masonry light board (7), one side that shaped steel roof beam (4) were kept away from (3) is provided with precast concrete board (11) and is filled with precast concrete light board (11).
2. The advanced seepage-proofing and heat-preserving construction device for the outer wall node of the section steel beam according to claim 1 is characterized in that: the brick block (1) at the connecting part of the brick block (1) and the beam bottom of the shaped steel beam (4) and the concrete (5) structural plate at the upper part of the shaped steel beam (4) is required to be provided with an L-shaped groove with the height of 150mm and the width of 50mm and hung with a hot galvanizing steel wire mesh (6) for reinforcement, and the two sides of the hot galvanizing steel wire mesh (6) extend to be not less than 150mm.
3. The advanced seepage-proofing and heat-preserving construction device for the outer wall node of the section steel beam according to claim 1 is characterized in that: the in-line autoclaved aerated concrete impermeable insulation board (9) with the thickness of 50mm is bonded by using bonding mortar (8) and reinforced by adopting an anchor bolt (10), and the anchor bolt (10) penetrates through the thickness of 50mm
The straight autoclaved aerated concrete impermeable heat-insulating plate (9) stretches into the wall body for 50mm deep.
4. The advanced seepage-proofing and heat-preserving construction device for the outer wall node of the section steel beam according to claim 1 is characterized in that: the alkali-resistant glass fiber mesh cloth (2) is arranged at the joint part of the outer wall masonry and the 50mm thick straight autoclaved aerated concrete impermeable heat-insulating plate (9), and two sides of the alkali-resistant glass fiber mesh cloth (2) extend outwards to be not less than 250mm.
5. The advanced seepage-proofing and heat-preserving construction device for the outer wall node of the section steel beam according to claim 2, wherein the advanced seepage-proofing and heat-preserving construction device is characterized in that: the joint part of the brick blocks (1) on the inner side of the brick masonry outer wall and the precast concrete light panel (11) is required to be provided with alkali-resistant glass fiber mesh cloth (2), and the two sides of the alkali-resistant glass fiber mesh cloth (2) extend outwards to be not less than 100mm.
6. The advanced seepage-proofing and heat-preserving construction device for the outer wall node of the section steel beam according to claim 1 is characterized in that: the number of the pegs (3) positioned outside the straight autoclaved aerated concrete impermeable heat-insulating plate (9) is not less than 6 per square meter.
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202223016049.5U CN219157995U (en) | 2022-11-09 | 2022-11-09 | Advanced seepage-proofing heat-insulating construction device for outer wall nodes of section steel beam |
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202223016049.5U CN219157995U (en) | 2022-11-09 | 2022-11-09 | Advanced seepage-proofing heat-insulating construction device for outer wall nodes of section steel beam |
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| CN219157995U true CN219157995U (en) | 2023-06-09 |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN117266404A (en) * | 2023-11-24 | 2023-12-22 | 华侨大学 | Prefabricated assembled outer wall and steel frame beam connecting node and construction method thereof |
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- 2022-11-09 CN CN202223016049.5U patent/CN219157995U/en active Active
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN117266404A (en) * | 2023-11-24 | 2023-12-22 | 华侨大学 | Prefabricated assembled outer wall and steel frame beam connecting node and construction method thereof |
| CN117266404B (en) * | 2023-11-24 | 2024-02-13 | 华侨大学 | Prefabricated assembled outer wall and steel frame beam connecting node and construction method thereof |
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