CN210002615U - integrated wall body of steel structure lightweight concrete heat-preservation structures - Google Patents
integrated wall body of steel structure lightweight concrete heat-preservation structures Download PDFInfo
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- CN210002615U CN210002615U CN201920439485.2U CN201920439485U CN210002615U CN 210002615 U CN210002615 U CN 210002615U CN 201920439485 U CN201920439485 U CN 201920439485U CN 210002615 U CN210002615 U CN 210002615U
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- cement pressure
- pressure plate
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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
- Y02A30/24—Structural elements or technologies for improving thermal insulation
- Y02A30/244—Structural elements or technologies for improving thermal insulation using natural or recycled building materials, e.g. straw, wool, clay or used tires
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Abstract
The utility model discloses an steel construction lightweight concrete insulation construction ization wall body, by trapezoidal fossil fragments component 1, cement pressure plate 2, light foam concrete 3, hat shape connecting piece 4, elasticity anti-crack bonding mortar 5, I-shaped steel structure post 6 constitutes, trapezoidal fossil fragments component 1 comprises vertical channel shape steel joist 10, tip horizontal wood joist 13, horizontal wood joist 14, tip horizontal wood joist 13 center is equipped with tip vertical fixing hole 15, tip horizontal wood joist 13 and horizontal wood joist 14 both ends are equipped with horizontal connecting hole 11, vertical channel shape steel joist 10 is equipped with horizontal connecting hole 11, horizontal wood joist 14 and tip horizontal wood joist 13 are located vertical channel shape steel joist 10 inslot, connecting rivet 12 fixes it as an organic whole, cement pressure plate 2 is located both sides, and connect through hat shape connecting piece 4 and fixing bolt 22, cement pressure plate 2 and trapezoidal fossil fragments component 1's space in-pouring light foam concrete 3.
Description
Technical Field
The utility model relates to a body wall of steel construction lightweight concrete insulation structures, in particular to an energy-saving fireproof wall with ultralow energy consumption for a steel construction insulation and heat insulation energy-saving building system, belonging to the field of industrial, civil and public energy-saving fireproof energy-saving buildings and building materials.
Background
With the rapid development of building energy conservation in China, the traditional energy-saving building wall body made of block materials such as concrete bricks and building blocks adopts a traditional external wall external heat preservation mode, and the energy-saving building heat preservation wall body has a plurality of technical defects, years of construction and use practices of energy-saving buildings prove that the energy-saving building heat preservation wall body has the following technical defects that 1) a large amount of manual work and masonry mortar are consumed during building of the bricks and the building blocks, and more building time is consumed, 2) after building is completed, fixed time curing is needed to carry out traditional external wall external heat preservation construction, 3) during the use process of external wall external heat preservation, a protective layer cracks, rainwater permeates into a heat preservation layer, the heat preservation effect is reduced, 4) an external heat preservation layer of an external wall is dropped, 5) fire disasters occur sometimes, and the novel heat preservation, energy-saving, durable and fireproof building energy-saving building wall body needs to be designed to solve the problems, and becomes important subjects in the field.
The utility model discloses an attempt to design steel construction lightweight concrete insulation construction ization wall bodies, will replace traditional with the massif materials such as brick and building block and build by laying bricks or stones the wall body, the outer wall body adopts traditional outer wall mode of keeping warm, overcome above-mentioned energy-conserving outer wall of current building and have all kinds of technical defect and quality defect, reduce building cost and maintenance cost, shorten construction cycle, guarantee building quality, accomplish energy-conserving building wall body have keep warm, thermal-insulated, dampproofing, durable, function such as fire prevention, and with the building with the life-span.
SUMMERY OF THE UTILITY MODEL
The utility model discloses aim at overcoming above-mentioned traditional energy-conserving building outer wall body and the technical defect and the quality defect that exist, provide kinds of steel construction lightweight concrete insulation construction ization wall bodies, reduce building cost and various maintenance cost, shorten construction cycle, the quality is guaranteed, has functions such as heat preservation, thermal-insulated, dampproofing, durable, fire prevention to with energy-conserving building life-span.
The technical scheme of the utility model is that the integrated wall body of the steel structure lightweight concrete heat preservation structure is composed of a plurality of trapezoidal keel members 1, a plurality of cement pressure plates 2, lightweight foam concrete 3, a plurality of straw hat-shaped connecting pieces 4, elastic anti-crack bonding mortar 5 and I-shaped steel structural columns 6.
The trapezoidal keel member 1 is composed of two vertical channel-shaped steel keels 10, a plurality of connecting rivets 12, two end part transverse wood keels 13 and a plurality of transverse wood keels 14, wherein end part vertical fixing holes 15 are formed in the centers of the end part transverse wood keels 13, transverse connecting holes 11 are formed in two ends of the end part transverse wood keels 13, the transverse connecting holes 11 are formed in two ends of the transverse wood keels 14, the vertical channel-shaped steel keels 10 are provided with the plurality of transverse connecting holes 11, the transverse wood keels 14 and the end part transverse wood keels 13 are uniformly and vertically located in the vertical channel-shaped steel keels 10, and the transverse wood keels and the end part transverse wood keels are fixed into firm whole bodies through the plurality of connecting.
The concrete pressure plate comprises a cement pressure plate 2, concave platforms 21 are arranged on two vertical side surfaces of the cement pressure plate 2 respectively, a plurality of cement pressure plate fixing through holes 20 are uniformly arranged in the central vertical direction on the large surface of the cement pressure plate, the cement pressure plate 2 is positioned on two sides of a plurality of trapezoidal keel members 1, a plurality of straw hat-shaped connecting pieces 4 are arranged at joints formed when the two cement pressure plates 2 are spliced to fix the cement pressure plate 2 and the trapezoidal keel members 1, a plurality of cement pressure plate fixing bolts 22 penetrate through the cement pressure plate fixing through holes 20 to be connected with the trapezoidal keel members 1, and elastic anti-crack bonding mortar 5 is arranged at the vertical joints of the two cement pressure plates 2 to bond the cement pressure plate 2, the vertical channel-shaped steel keel 10 and the straw hat-shaped connecting pieces 4 into bodies.
And the end part vertical fixing holes 15 on the end part transverse wood keels 13 at the upper end and the lower end of the trapezoidal keel member 1 are respectively connected with the upper steel beam and the lower steel beam through the end part vertical fixing holes 15.
The I-shaped steel structural column 6 is arranged in a space formed by the cement pressure plates 2 and the trapezoid keel members 1, and the light foam concrete 3 is positioned in the space formed by the cement pressure plates 2 on two sides and wraps the I-shaped steel structural column 6 and the trapezoid keel members 1.
Straw hat shape connecting piece 4, be equipped with the several spot welding hole 40, straw hat shape connecting piece 4 with vertical channel steel joist 10 pass through spot welding hole 40 spot welding connection back to back.
The integrated wall body of the steel structure lightweight concrete heat-preservation structures is characterized in that the transverse wood keels 14 and the transverse wood keels 13 at the end parts both need to be subjected to anticorrosion treatment.
The -body wall body of the steel structure lightweight concrete heat-preservation structures is characterized in that the vertical channel-shaped steel keels 10 need to be subjected to anticorrosion treatment, and the connecting rivets 12 and the cement pressure plate fixing bolts 22 are all commercially available products.
Drawings
Fig. 1 is a perspective view of the present invention;
fig. 2 is a schematic top view of the present invention;
fig. 3 is a schematic perspective view of the trapezoidal keel member 1 of the present invention;
fig. 4 is a schematic perspective view of a cement pressure plate 2 according to the present invention;
fig. 5 is a schematic perspective view of the vertical channel steel joist 10 of the present invention;
fig. 6 is a schematic perspective view of the end cross keel 13 of the present invention;
fig. 7 is a perspective view of the transverse keel 14 of the present invention;
fig. 8 is a schematic cross-sectional view of the straw hat connector 4 of the present invention;
fig. 9 is a schematic top view of the straw hat connector 4 of the present invention.
In the figure:
1 is a trapezoidal keel component
10 is a vertical channel steel keel
11 are transverse connecting holes
12 is a connecting rivet
13 is a transverse wood keel at the end part
14 is a transverse wood keel
15 is a vertical fixing hole at the end part
2 is cement pressure plate
20 is a cement pressure plate fixing through hole
21 is a concave platform
22 is a cement pressure plate fixing bolt
3 is light foam concrete
4 is a straw hat shaped connecting piece
40 are spot welding holes
5 is elastic anti-crack bonding mortar
6 is I-shaped steel structure post
Detailed Description
The utility model is realized in the following steps with reference to the attached figures 1-9, wherein the steel structure lightweight concrete heat preservation structure integrated wall body is composed of a plurality of trapezoidal keel members 1, a plurality of cement pressure plates 2, lightweight foam concrete 3, a plurality of straw hat-shaped connecting pieces 4, elastic anti-crack bonding mortar 5 and I-shaped steel structure columns 6.
The trapezoidal keel member 1 is composed of two vertical channel-shaped steel keels 10, a plurality of connecting rivets 12, two end part transverse wood keels 13 and a plurality of transverse wood keels 14, wherein end part vertical fixing holes 15 are formed in the centers of the end part transverse wood keels 13, transverse connecting holes 11 are formed in two ends of the end part transverse wood keels 13, the transverse connecting holes 11 are formed in two ends of the transverse wood keels 14, the vertical channel-shaped steel keels 10 are provided with the plurality of transverse connecting holes 11, the transverse wood keels 14 and the end part transverse wood keels 13 are uniformly and vertically located in the vertical channel-shaped steel keels 10, and the transverse wood keels and the end part transverse wood keels 13 are fixed into firm whole bodies through the plurality.
The concrete pressure plate comprises a cement pressure plate 2, concave platforms 21 are arranged on two vertical side surfaces of the cement pressure plate 2 respectively, a plurality of cement pressure plate fixing through holes 20 are uniformly arranged in the central vertical direction on the large surface of the cement pressure plate, the cement pressure plate 2 is positioned on two sides of a plurality of trapezoidal keel members 1, a plurality of straw hat-shaped connecting pieces 4 are arranged at joints formed when the two cement pressure plates 2 are spliced and are fixed with the trapezoidal keel members 1, meanwhile, a plurality of cement pressure plate fixing bolts 22 penetrate through the cement pressure plate fixing through holes 20 and are connected with the trapezoidal keel members 1, and elastic anti-crack bonding mortar 5 is arranged at the vertical joints of the two cement pressure plates 2 and bonds the cement pressure plates 2, the vertical channel-shaped steel keels 10 and the straw hat-shaped connecting pieces 4 into bodies.
And the end part vertical fixing holes 15 on the end part transverse wood keels 13 at the upper end and the lower end of the trapezoidal keel member 1 are respectively connected with the upper steel beam and the lower steel beam through the end part vertical fixing holes 15.
The I-shaped steel structural column 6 is arranged in a space formed by the cement pressure plates 2 and the trapezoid keel members 1, and the light foam concrete 3 is positioned in the space formed by the cement pressure plates 2 on two sides and wraps the I-shaped steel structural column 6 and the trapezoid keel members 1; straw hat shape connecting piece 4, be equipped with the several spot welding hole 40, straw hat shape connecting piece 4 with vertical channel steel joist 10 pass through spot welding hole 40 spot welding connection back to back.
The integrated wall body of the steel structure lightweight concrete heat-preservation structures is characterized in that the transverse wood keels 14 and the transverse wood keels 13 at the end parts both need to be subjected to anticorrosion treatment.
The -body wall body of the steel structure lightweight concrete heat-preservation structures is characterized in that the vertical channel-shaped steel keels 10 need to be subjected to anticorrosion treatment, and the connecting rivets 12 and the cement pressure plate fixing bolts are all commercially available products.
The utility model discloses the concrete implementation step as follows:
1) cleaning residues and dust on the reinforced concrete ground beam, and leveling by adopting waterproof plain concrete;
2) placing double lines on the ground beam, and simultaneously installing the I-shaped steel structure column 6;
3) installing the trapezoidal keel member 1, and connecting the end vertical fixing hole 15 on the transverse wood keel 13 at the bottom end of the trapezoidal keel member 1 with a ground beam to form an body;
4) firstly, mounting the cement pressure plate 2 on the side of the trapezoidal keel member 1, and filling the groove 21 at the vertical joint of the cement pressure plate 2 with the elastic anti-crack bonding mortar;
5) various wire pipes, water pipes, embedded parts and the like which are positioned in the wall body are laid according to the regulations;
6) mounting , a window frame;
7) installing and fixing the cement pressure plate 2 on the other side of the trapezoidal keel member 1, and checking whether gaps and holes exist;
8) pouring the poured lightweight foam concrete 3 for multiple times;
9) and finishing.
The utility model discloses beneficial effect after implementing is:
1) the existing energy-saving building heat-insulating wall is changed, and the technical defects of cracking, falling off, poor durability and easiness in fire occurrence existing in the external heat insulation of the building wall are overcome;
2) the construction speed is high, the building is of a heat-insulating and fireproof integrated structure, the earthquake resistance is high, and the heat-insulating material has the same service life as the building;
3) compared with the traditional external thermal insulation of the building external wall, the external thermal insulation material reduces the construction cost, saves the construction period, reduces the engineering cost, improves the capability of resisting fire and meets the requirement of the fire prevention standard of the building design.
Claims (3)
- The steel structure lightweight concrete heat preservation structure integrated wall is characterized by comprising a plurality of trapezoidal keel members (1), a plurality of cement pressure plates (2), lightweight foam concrete (3), a plurality of straw hat-shaped connecting pieces (4), elastic anti-crack bonding mortar (5) and I-shaped steel structure columns (6);the trapezoidal keel member (1) is composed of two vertical groove-shaped steel keels (10), a plurality of connecting rivets (12), two end part transverse wood keels (13) and a plurality of transverse wood keels (14), wherein the centers of the end part transverse wood keels (13) are provided with end part vertical fixing holes (15), the two ends of the end part transverse wood keels are provided with transverse connecting holes (11), the two ends of the transverse wood keels (14) are provided with the transverse connecting holes (11), the vertical groove-shaped steel keels (10) are provided with the plurality of transverse connecting holes (11), the transverse wood keels (14) and the end part transverse wood keels (13) are uniformly and vertically positioned in the grooves of the vertical groove-shaped steel keels (10), and are fixed into firm whole bodies through the plurality of connecting rivets (12);the concrete pressure plate comprises a cement pressure plate (2), concave platforms (21) are respectively arranged on two vertical side surfaces of the cement pressure plate (2), a plurality of cement pressure plate fixing through holes (20) are uniformly arranged in the central vertical direction on the large surface of the cement pressure plate, the cement pressure plates (2) are positioned on two sides of a plurality of trapezoidal keel members (1), a plurality of hat-shaped connecting pieces (4) are arranged at joints formed when the two cement pressure plates (2) are spliced and are fixed with the trapezoidal keel members (1), meanwhile, a plurality of cement pressure plate fixing bolts (22) penetrate through the cement pressure plate fixing through holes (20) and are connected with the trapezoidal keel members (1), elastic anti-crack bonding mortar (5) is arranged at the vertical joints of the two cement pressure plates (2), and the cement pressure plates (2), the vertical channel-shaped steel keels (10) and the hat-shaped connecting pieces (4) are bonded into bodies;end vertical fixing holes (15) on end transverse wood keels (13) at the upper end and the lower end of the trapezoidal keel member (1) are respectively connected with the upper steel beam and the lower steel beam through the end vertical fixing holes;the I-shaped steel structural column (6) is arranged in a space formed by the cement pressure plates (2) and the trapezoid keel member (1), and the light foam concrete (3) is positioned in the space formed by the cement pressure plates (2) on two sides and wraps the I-shaped steel structural column (6) and the trapezoid keel member (1);straw hat shape connecting piece (4), be equipped with several spot welding hole (40), straw hat shape connecting piece (4) and vertical channel shape steel joist (10) through spot welding hole (40) spot welding connection back-to-back.
- 2. The integrated wall body of the steel-structured light-weight concrete thermal insulation structure according to claim 1, wherein the transverse wood keels (14) and the end transverse wood keels (13) are subjected to anticorrosion treatment.
- 3. The integrated wall body of the steel-structured lightweight concrete thermal insulation structure according to claim 1, wherein the vertical channel-shaped steel keel (10) is subjected to anticorrosion treatment, and the connecting rivet (12) and the cement pressure plate fixing bolt (22) are commercially available products.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201920439485.2U CN210002615U (en) | 2019-04-03 | 2019-04-03 | integrated wall body of steel structure lightweight concrete heat-preservation structures |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201920439485.2U CN210002615U (en) | 2019-04-03 | 2019-04-03 | integrated wall body of steel structure lightweight concrete heat-preservation structures |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN210002615U true CN210002615U (en) | 2020-01-31 |
Family
ID=69302825
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201920439485.2U Expired - Fee Related CN210002615U (en) | 2019-04-03 | 2019-04-03 | integrated wall body of steel structure lightweight concrete heat-preservation structures |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN210002615U (en) |
-
2019
- 2019-04-03 CN CN201920439485.2U patent/CN210002615U/en not_active Expired - Fee Related
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|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20200131 Termination date: 20210403 |