Thermal-insulated exterior wall boards, dedicated molds and making methods thereof

Patent metadata

Field	Value
Publication number	US-11085186-B2
Application number	US-201816489941-A
Country	US
Kind code	B2
Filing date	Jun 26, 2018
Priority date	Jul 4, 2017
Publication date	Aug 10, 2021
Grant date	Aug 10, 2021

Abstract

A prefabricated prestressed thermal-insulated exterior wall board and a light weight composite thermal-insulated exterior wall board include a thermal-insulated core board, a reinforcement mesh on both sides of the thermal-insulated core board, and a concrete layer cast on the reinforcement mesh, and the thermal-insulated core board includes a plurality of throughout-length thermal-insulated core board ribs, and the concrete layer includes a plurality of concrete ribs interlaced with and matching the thermal-insulated core board ribs, a shear-resistant connection members connected with the reinforcement mesh is inserted between the adjacent thermal-insulated core board ribs, and prestressed tendons are disposed in grooves formed between the adjacent thermal-insulated core board ribs and grooves formed between the adjacent concrete ribs in the prefabricated prestressed thermal-insulated exterior wall board.

First claim

The invention claimed is:

1. A method of making a lightweight composite thermal-insulated exterior wall board comprising:
a thermal-insulated core board provided with a plurality of throughout-length thermal-insulated core board ribs,
a reinforcement mesh on both sides of the thermal-insulated core board,
a concrete layer that is cast on the reinforcement mesh and is provided with a plurality of concrete ribs interlaced with and matching the thermal-insulated core board ribs, and
a shear-resistant connector connected with the reinforcement mesh that is inserted between adjacent thermal-insulated core board ribs, an angle between the shear-resistant connector and a horizontal plane of the thermal-insulated core board being 45°, concrete ribs for wrapping being only provided on part of the shear-resistant connector,
the method comprising:
step 1: calculating parameters: according to actual project requirements, by comprehensively considering service conditions including wind loads, seismic actions and temperature stress loads, calculating and determining a size of the thermal-insulated core board and the concrete layer, and determining cross-section forms of the thermal-insulated core board ribs and the concrete ribs;
step 2: making the thermal-insulated core board: according to the calculated size of the thermal-insulated core board and the cross-section form of the thermal-insulated core board ribs, making a thermal-insulated material into the thermal-insulated core board or customizing the thermal-insulated core board from a factory;
step 3: binding a reinforcement mesh truss core board: inserting the shear-resistant connector between the adjacent thermal-insulated core board ribs, and determining a distance between the reinforcement mesh and the thermal-insulated core board, and then connecting the reinforcement mesh with the shear-resistant connector to form the reinforcement mesh truss core board;
step 4: disposing a dedicated mold for making the lightweight composite thermal-insulated exterior wall board comprising a bottom template, two mutually parallel end templates including a first end template and a second end template, and two mutually parallel vertical templates including a first vertical template and a second vertical template, the vertical templates and the end templates being respectively connected with four sides of the bottom template: firstly disposing the bottom template, and then fixing the first vertical template and the first end template respectively to two mutually perpendicular sides of the bottom template;
step 5: positioning the reinforcement mesh truss core board: firstly placing the reinforcement mesh truss core board sidewise into the bottom template and the first vertical template that have been fixed, and arranging the thermal-insulated core board ribs vertically, and then controlling a distance between the reinforcement mesh truss core board and the first vertical template according to a thickness of the concrete layer;
step 6: disposing the second vertical template and the second end template on the other side: fixing the second vertical template on the bottom template, and under the premise of ensuring that a net size in the dedicated mold is respectively thickness, height, and width of the lightweight composite thermal-insulated exterior wall board, and finally fixing the second end template to the bottom template;
step 7: pouring the concrete layer: pouring the concrete from top to bottom above the dedicated mold, and after pouring, leveling a surface of the concrete layer, and then curing; and
step 8: demolding: after the concrete reaches an expected strength, demolding the lightweight composite thermal-insulated exterior wall board.

2. The method according to claim 1 , wherein when a plurality of lightweight composite thermal-insulated exterior wall boards are simultaneously cast using the dedicated mold, in said step 5, said reinforcement mesh truss core board and partitions are sequentially placed sidewise into the bottom template and the first vertical template that have been fixed, and the thermal-insulated core board ribs are vertically arranged, so that grooves of the partitions match convexes of the first end template until all the reinforcement mesh truss core board and the partitions are placed.

3. A prefabricated prestressed thermal-insulated exterior wall board, comprising a lightweight composite thermal-insulated exterior wall board comprising:
a thermal-insulated core board provided with a plurality of throughout-length thermal-insulated core board ribs,
a reinforcement mesh on both sides of the thermal-insulated core board, and
a concrete layer that is cast on the reinforcement mesh and is provided with a plurality of concrete ribs interlaced with and matching the thermal-insulated core board ribs,
wherein:
a shear-resistant connector connected with the reinforcement mesh is inserted between adjacent thermal-insulated core board ribs,
an angle between the shear-resistant connector and a horizontal plane of the thermal-insulated core board is 45°,
concrete ribs for wrapping are only provided on part of the shear-resistant connector, and
prestressed ribs are provided in grooves formed between the adjacent thermal-insulated core board ribs and grooves formed between adjacent concrete ribs.

4. The prefabricated prestressed thermal-insulated exterior wall board according to claim 3 , wherein prestressed tendons are consolidated in a centroid region of the concrete ribs.

5. The prefabricated prestressed thermal-insulated exterior wall board according to claim 3 , wherein cross sections of the thermal-insulated core board ribs and the concrete ribs are trapezoidal or wavy.

6. The prefabricated prestressed thermal-insulated exterior wall board according to claim 3 , wherein the thermal-insulated core board is made of a thermal-insulated material.

7. The prefabricated prestressed thermal-insulated exterior wall board according to claim 3 , wherein rabbets are provided around an outside of the concrete layer.

8. A dedicated mold for making the prefabricated prestressed thermal-insulated exterior wall board according to claim 3 , comprising a template body and a tensioning device, wherein:
the template body comprises a bottom template, two side templates and two end templates,
the two side templates are respectively connected with two long sides of the bottom template,
the two end templates are respectively connected with two short sides of the bottom template and two side templates, and each end template is provided with through-holes for passage of prestressed tendons; and
the tensioning device includes a fixing part at one end of the template body for fixing the prestressed tendons and a prestressed tensioning part at the other end of the template body for tensioning the prestressed tendons.

9. The dedicated mold according to claim 8 , wherein a plurality of middle partitions are disposed in a cavity of the template body, and the plurality of middle partitions are embedded between the two side templates, and through-holes for passage of the prestressed tendons are disposed on the plurality of middle partitions.

10. The dedicated mold according to claim 8 , wherein the fixing part is a first side abutment, and the first side abutment and the prestressed tendons are fixed by an anchor, the prestressed tensioning part includes a second side abutment, and the second side abutment is provided with a steel beam movable along a length direction of the prestressed tendons and a driving tensioning device for moving the steel beam, and the second side abutment and the steel beam are both provided with anchors for fixing the prestressed tendons.

Assignees

• Univ Shandong

Inventors

• Hou Hetao
• Wang Ning
• Li Haiyang
• Sun Bing
• Ji Kefan
• Luo Jianliang

Classifications

• B28B23/04

  the elements being stressed · CPC title

• E04C2/2885

  with the insulating material being completely surrounded by, or embedded in, a stone-like material, e.g. the insulating material being discontinuous · CPC title

• E04C2/288 Primary

  composed of insulating material and concrete, stone or stone-like material · CPC title

• B28B1/14

  by simple casting, the material being neither forcibly fed nor positively compacted (for molten material B28B1/54) · CPC title

• B28B7/243 Primary

  for making plates, panels or similar sheet- or disc-shaped objects · CPC title